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HomeMy WebLinkAbout50526-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 #: 50526 Date: 4/9/2024 Permission is hereby granted to: Keldanym#_Marie 535 Birch Ln ----- Cu tchoQue, NY 119351829 To: Construct additions and alterations to an existing single-family dwelling as applied for to include a new gas burner and egress well in the unfinished basement. At premises located at: 535 Birch Ln� Cutchogue SCTM # 473889 Sec/Block/Lot# 83.-1-27 Pursuant to application dated 3/1/2024 and approved by the Building Inspector.................................................. To expire on 10/9/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $860.50 CO-ALTERATION TO DWELLING $100.00 Total: $960.50 Building Inspector I TOWN OF SO - OLD—BUILDING DEPARTWNT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 httDs://www.southoldtowa . o Date Received APPLICATI INGPERMIT For Office Use Onlyi PERMIT NO. G Building Inspector. MAR 1 m Applications and forms must be,filled out In their entirety.Incomplete applications will not accepted. Where the Applicant knotthe owner,an Owner's Authorization form(Page 2)shall be completed: Date:2/28/24 OWNER(S)OF PROPERTY: Name:Denise Gagliano SCTM#1000-083-00-01-00-027-000 Project Address:535 Birch Lane, Cutchogue, NY 11935 Phone#:3103391706 Email:Denise.g4giiano47@gmail.com Mailing Address:22 Argyle place, Rockville Centre, NY, USA CONTACT PERSON: Name:Michael D'Angelo Mailing Address:12 Little Neck Road, Suite 201, Centerport, NY 11721 Phone#:631-626-4005 Email:info@newhamptonhomes.com DESIGN PROFESSIONAL11WORMkT10N: Name:James De Luca Mailing Address:29 Main Street, Cold Spring Harbor, NY 11724 Phone#:631-367-7011 Email:tmmac@ hotmail.com CONTRACTOR INFORMATION: Name:Michael D'Angelo Mailing Address:12 Little Neck Road, Suite 201, Centerport, NY 11721 Phone#:631-626-4005 Email:info@newhamptonhomes.com DESCRIPTION OF PROPOSED:CONSTRUCTION� ❑New Structure RAddition ®Alteration []Repair ❑Demolition Estimated Cost of Project: Other $45o,000 Will the lot be re-graded? ❑Yes 1@No Will excess fill be removed from premises? ❑Yes NNo i r re PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes®No IF YES,PROVIDE A COPY. 11 iChKk Rot After Reed iri The rowrrnar/ car/d' io i i rns a for all drain aad atom, Issues as Provided by Chapter 236 of the Toxin Code.APPLICATION IS HEREBY MADE to the Building Deparbnant for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolly County,New York and other applIcable laws,Ordinances or Regulations,for the construction of buildimgs, additions.alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,buliding code, housing code and reguiattons and to admit nuduwtmd Inspectors on premises and In buBdhig(s)for necessary Inspections.False staternanb made herein are punishable as as class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(pr n e) chael D'Angelo @@Authorized Agent []Owner Signature of Applicant: "` � Ar Date: w x, " STRIPE "` " STATE OF NEW YORK) *" OF SS: iiCii YIc c Qualffled Irr COUNTY OF G Suffolk County njkl ► h �C° ses and says that(s)he is the applicant (Name of individual signing contract)above med, "'+��r� �►wry (S)he is the o h+ ira &- U y (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 2-qday of � � ,20 Notary Pu is AUTHORIZATIONPROPERTY OWNER (Where the applicant is not the owner) Denise Ga liano 535 Birch Lane I, residing at Cutchogue, NY 11935 do hereby authorize Michael D'Angelo to apply on my behalf to the Town of o wthold Building Department for approval as described herein. Vey 02/29/2024 e s inatle Date Denise Ga9 liano Print Owner's Name 2 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 , Southold, NY 11971-0959 �,� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF'TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTIONS AND/OR TIMBER CONSTRUCTION Date: February 18th, 2024 Owner: Michael and Denise Gagliano Location of Property: 535 Birch Lane Cutchogue, NY 11935 Please take notice that the (check applicable line): New commercial or residential structure X 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) X 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) X Floor and roof framing (FR) Signature: Name (person submitting this form): Michael D'Angelo, New Hampton Homes Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 - O r tr ` CERTIFICATE OF TTr CO mpg NYS WORKERS' COMPENSATION INSURANCE COVERAGE Boar�l 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured NEW HAMPTON HOMES INC. 631-626-4005 12 LITTLE NECK ROAD,SUITE 201 1c.NYS Unemployment Insurance Employer Registration Number of CENTERPORT, NY 11721 Insured Work Location of Insured(Only required if coverage is specifically 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 83-1194442 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) UNITED FARM FAMILY INSURANCE COMPANY TOWN OF SOUTHOLD BUILDING DEPARTMENT 3b.Policy Number of Entity Listed in Box 1a" TOWN HALL ANNEX 54375 MAIN ROAD 3103W6869 P.O. BOX 1179 SOUTHOLD, NY 11971 3c.Policy effective period 12/20/2023 to 12/20/2024 3d.The Proprietor,Partners or Executive Officers are included.(only check box if all partners/officers included) ® 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 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 is 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: George R. Grossmann (Prig acne of thorax reserFtetive or licensed agent of insurance carrier) Approved by: 02/22/2024 (Signature) (Date) Title: Agent, LUTCF Telephone Number of authorized representative or licensed agent of insurance carrier: 631 439-4650 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-105.2 (9-17) www.wcb.ny.gov Labor, Licensing & Consumer Aff a."'ITS, HOME IMPR OVEMENT Suffolk County Dept. of a N i�ne ► <. IC �. d r e Business , certifies that to rEr is ciu livens d New Hamm pto,n �'-omes #r c Y e County of s"'uffol"k License NuMber H,1-166530 o s a I i raglo- ue 04/071/2022 C o rgi ni iSSior� r ''A'RK workers' CERTIFICATE OF INSURANCE COVERAGE Z i compensation "" Board. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed b NYS disability ._._. �--....� ..,..,.,.... mm _��-_...._ p y y and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1a. Legal Name&Address of Insured use street address onl 1 b.Business Telephone Nu( y) p tuber of Insured NEW HAMPTON HOMES INC 631-626-4005 12 LITTLE NECK ROAD, SUITE 201 CENTERPORT, NY 11721 1c. Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,wrap-up Policy) 831194442 m2.mmName and Address of EntityRequesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ANNEX 54375 MAIN ROAD 3b. Policy Number of Entity Listed in Box"la" P.O. BOX 1179 DBL547521 SOUTHOLD, NY 11971 3c.Policy effective period 12/20/2023 to 12/19/2024 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/22/2024 By (WA), Of (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If 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. PART 2.To be completed by the NYS Workers' Compensation Board (only if sox 4B,4C or 5B have 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 agents of tthosO insurance carriers are authorized to issue Form DB-120..Insurance ce brokers are NOT authorized to issue this form y y p y benefits insurancemmmm policies and NYS licensed insurance DB-120.1 (12-21) 11111111°°°1°1°1°°1°1°°°111°°°1°°IIIIIII CERTIFICATE OF LIABILITY INSURANCE EK DATE(MM/02/22/ 0242024Y) 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 enddirsement s . RODUCER ,Z11TACTi GE'ORGE GROSSMANN PHONE GEORGE R GROSSMANN,LUTCF (A/C.N Ext):631-439-4650 FAA/XC Nol:631-439-4651 FARM FAMILY CASUALTY INSURANCE COMPANY MD'E 3920 VETERANS MEMORIAL HIGHWAY SUITE 4A INSURER(S)AFFORDING COVERAGE NAIC# BOHEMIA,NY 11716 INSURER A: FARM FAMILY CASUALTY INSURANCE CO. 13803 ISURED INSURER B: UNITED FARM FAMILY INSURANCE CO. 29963 NEW HAMPTON HOMES INC. INSURER Cr SHELTERPOINT LIFE INSURANCE CO. 81434 12 LITTLE NECK ROAD SUITE 201 INSURER D: CENTERPORT, NY 11721 NSURER E; INSURER F: :OVERAGES CERTIFICATE NUMBER: 127065 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. R ADDL SUER POLICY EFF POLICY EXP LIMITS rf3. TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MMIDO,(XYYY r� X COMMERCIAL GENERAL LIABILITY 3102XO61 7 12/2O/202 12/20/2024 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE o "J OCCUR REM E (E�r�ccuare RA A 'I nc0) $ 100,000 .. MED EXP(Any one person) $ _ 5�000 PERSONALADV NJURY $ 10OQ,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALATE "$ 2,000,000 X POLICY FIR - LOC PRODUCT /oP AGG $ 2,000,000 OTHER: $ a LIMIT 3 AUTOMOBILE uneluTY 3101 C5114 12/21/202 12/21/2024 q ,FINGLE $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ X ',....AUTOS ONLY X NON-OWNED ONLDY UMBRELLA LIAB EACH OCCURRENCE $ OCCUR EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION 3 AND EMPLOYERS'LIABILITY YIN 3103W6869 12/20/2023 12/20/2024 X ATUTE ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L..DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L..DISEASE-POLICY LIMIT $ 1,000,000 NYS-DBL D547521 12/20/2018 covrlNuous STATUTORY ESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN HALL ANNEX 54375 MAIN ROAD ACCORDANCE WITH THE POLICY PROVISIONS. P.O. BOX 1179 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE A_ � 1988-2016 XC56R5 CORPORATI,N. Ahts reserved. CORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Generated by REScheck-Web Software Compliance Certificate Project Gagliano Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type- Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 535 Birch Lane Michael Gagliano James DeLuca Cutchogue, NY 11935 535 Birch Lane JAMES DELLICA,ARCHITECT Cutchogue, NY 11935 29 Main Street Cold Spring Harbor, NY 11724 6313677011 delucadesigns@hotmail.com Compliance: 0.3%Better Than Code Maximum UA: 344 Your UA: 343 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-glade tradeoffs are no longer corusiidered in the UA or peirfoimance compliance patlh in REScheck. Each slab on-grade assembly iin that:Specified climate zone rnust rneet the mirniimum energy code insulation R-value and depth requirements. En + to &.5gernblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 703 38.0 0.0 0.030 0.026 21 18 2nd Fir Walls:Wood Frame, 16"o.c. 888 19.0 0.0 0.060 0.060 46 46 Window 2:Vinyl Frame 124 0.270 0.320 33 40 SHGC: 0.27 ex. 1st fir walls:Wood Frame, 16" o.c. 1,520 15.0 0.0 0.077 0.060 94 73 Door:Solid Door(under 50%glazing) 37 0.330 0.320 12 12 Door 1:Glass Door(over 50%glazing) 84 0.270 0.320 23 27 SHGC: 0.27 Window 1:Vinyl Frame 184 0.270 0.320 50 59 SHGC: 0.27 Floor:All-Wood joist/Truss 1,463 21.0 0.0 0.044 0.047 64 69 Project Title: Gagliano Residence Report date: 02/18/24 Data filename: Page 1 of10 a Compliance Statement: The proposed building design described here is consistent with the building plans,specifications„and other calculations subs-Witted with the permit application,The proposed building has been designed to meet the 201 NECC requirements in REScheck rsion : RESc Nd and to compN with the and Cory requirements listed�n the RESeheck Inspection Checklist. Name- _ .le Srgnat Hate � u Project Title: Gagliano Residence Report date: 02/18/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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 itemized in a separate table, a reference to that table is provided. Section # .... _.__.m.. ._. ._..,_. Plan Verified Field Verified Pre-Inspection/Plan an Review Complies? Comments/Assumptions Assumptions & Value Value 77 103.1, Construction drawings and '❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable w building envelope.Thermal envelope represented on ❑Not Applicable construction documents. - _. _. .. .. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate E]Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC :Commercial Provisions. 302.1, Heating and cooling equipment Heating: Heating. O w ent is'' Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [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 Additional Comments/Assumptions: f yHigh Impact]Tier 1) 2" Medium Impact(Tier 2) 3 Low Impact(Tier _ ....... p 3) Project Title: Gagliano Residence Report date: 02/18/24 Data filename: Page 3 of10 ectNon aundl tiara Inspection Complies? CommentsyAssumptions Ike ll? 0 .2.1 A protective covering is installed to, I cvmpdi s Requirement will be met. I15011.12 protect exposed exterior insulation nDoes Not and extends a minimum of in.below Not Observablegrade. CINWNot Applicable 403.g...__ .�Snow-and ice.. ._..__ .. melting system.controls ®complies N:xceptNon. Requirement is not applicable. IF01212 , Installed. []Does Not EINot Observable CINot Applicable Additional Co ments/Assusmptions: lA l�gh impact C tier if edduwmNmpact Q w Lnimpat I e3)ieri r Project Title: Gagliano Residence Report date. 02/18/ 4• Data filename: Page 4 r;af10 Section Plans Verified Field Verified &mmRecD Value Value � P __] # � �aming / Rough In Ins ection� ��" LComplies? � Comments/Assumptions 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 _ ❑Does Not table for values. [FRI]1 [-]Not Observable ' ❑Not Applicable ....... ._m ...... _... .. 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Com p plies :Requirement will be met. [FR4]1 are determined in accordance `❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 02.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ,[-]Not Observable ❑Not Applicable �..._.._._ ._ _ _ .... ..................................................... � �,v� � :a rv, �� �,.� a w: ��. ..._............... 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ , R-6 where < 3 inches. Supply and; -]Not Observable 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. _ •e_: �.....�. ,:.. ................................................... 403.3.2 Ducts, air handlers and filter ❑Complies Requirement will be met„ [FR1311 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or [:]Not Observable International Residential Code, as ❑Not Applicable applicable. ..... . _ . ... ...... 403.3.5 Building cavities are not used as ❑Complies Requirement will be met, [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R-� � " � �� R � I❑Complies :.Requirement will be met. [FR17]2 above 105 sF or chilled fluids ❑Does Not below 55 QF are insulated to>_R- 3 ❑Not Observable ❑Not Applicable �403 4 1 ... Protection of insulation on HVAC " ❑C omplies :Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable " ❑Not Applicable . __..........._�� 403.5.3 Hot water pipes are insulated to R- R ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Mediumw Impact(Tier 2)........ 13Low Impact(Tier 3) Project Title: Gagliano Residence Report date: 02/18/24 Data filename: Page 5 of10 ctlrn Value Value ... g p �. Plans'Verified...,.. Field Verified p fiats/Assumptions Sc ite tD raisin Rough In ins ectlian Complies? arnnte 4016, Automatic or gravity dampers are, ",;;[]Complies Requirement will be met. IFR1912 installed on all outdoor air ❑©oes Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 LHlgt.Impact 11"ier 1) iurh Impact(Tier 2) 3 Low Impact(Tier ) Project Titles Gagliano Residence Report date: 02/18/24 Data filename: Page 6 of10 section Re q.ID -- Insulation Ins........� Plan Verified Field Verified fied ection Value Value �mm Complies?ies. Comm ents/A_s sumptions 303.1 All installed insulation is labeled < Complies Requirement will bemet. [IN13]2 or the installed R-values ❑Does Not k) provided. ❑Not Observable '❑Not Applicable .- _......- 402.1.1, Floor insulation R-value. R- R � .. ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable .................................................-..._............��, ...e� ,.... ..... ........ ......-�.�. 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and El Does Not [IN2]1 in substantial contact with the ❑Not Observable 10, underside of the subfloor, or floor 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, Wall insulation R-value. If this is a R � R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood 13Does Not :,table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass [-]Not Observable [IN3]1 'exterior,the exterior insulation tea requirement applies(FR10). ❑ Steel ❑ Steel {❑,Not Applicable 303.2 Wall insulation is installed per []Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Ti ��(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impart(Tier 3) F. . G_ .� w . Project Title: Gagliano Residence P Report date: 02/18/24 Data filename: Page 7 of10 Plans Verified Field Verified Section Final Inspection P Value _...Value .._ .�.:C0M7PIi-__ � _ sumptions & Re ID rovisions s. Comments/Assumptions s 402.1.1, Ceiling insulation R-value. R- R- ❑Complies 'see the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [FI1] 303.1.W1.1, Ceiling insulation installed per ; ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 02.2.3 Vented attics with air permeable ❑Complies Requirement will be met. i[FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable .............._......_ 402.2.4 Attic access hatch and door _ R R- ;� ITITIT_. ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 , Blower doo_.._.... ._....._._ r test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 03.3.3 Ducts are pressure tested to _cfm/100 cfm/100 ❑Complies Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑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 Duct tightness test result of<=4 cfm/100 ..... _ cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ! ftz ft-2 !❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 03.3.2.1 Air handler leakage designated ,❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of '❑Does Not design air flow. ❑Not Observable ❑Not Applicable ........ �� �� .� .. ...- mm 403.1.1 Programmable thermostats "❑Complies Requirement will be met. [Flg]z installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to "❑Not Observable code specifications. ❑Not Applicable .. .... _........ �......_�............._.... ,�o�,��_� : ,.v ��ro „ A,...,a� . _____ . .... 403.1.2 Heat pump thermostat installed ❑Complies :Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ,,❑Not Applicable 4.__ _. w ,�. ..._ ................._._. .�..�.. 03.5.1 Circulating service hot water ❑Complies Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable mm 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Gagliano Residence Report date: 02/18/24 Data filename: Page 8 of10 Section InspectionFinal PlanValuefied FielVaVerified i Com lies? Comments/Assumptions i & Re ID 403.6.1 Alll mechanical v ntilat ones stem Value '❑Comp)es 'R ire � t w ll � met. . y 'Requirement will be met. [FI25]z fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable -�: 403.2 Hot water boilers supplying heat ' ❑Complies Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable `temperature based on outdoor ❑Not Applicable temperature. 4....� .....�_ ...---:.. ......_ 03.5.1.1 Heated water circulation systems , <❑Complies Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply, ❑Not Observable pipe. Gravity and thermos- ❑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. 403.5.1.2- Electric heat trace systems � � � J ❑C'omplies Exce ption: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the [:]Not Observable heat tracing to maintain the ❑Not Applicable 'desired water temperature in the piping. .„. ..... 403.5.2 Demand recirculation water - ;,,,,❑Complies Exception: Requirement is [FI30]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. 3.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat '[-]Not Observable recovery units <3 psi for ❑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. 404.1 90%or more of permanent ❑Complies Requirement will be met. [FI6]1 fixtures have high efficacy lamps." ❑Does Not ❑Not Observable ❑Not Applicable � ,. �. . Y� .» _..._ 404.1.1 Fuel gas lighting systems have ,; '❑Complies Exception: Requirement is [FI23]3 no continuous pilot light. '❑Does Not not applicable. ` ❑Not Observable ❑Not Applicable .4.,.„. ,. ... ....._..-._ 01.3 Compliance certificate posted. ', ";;, ❑Complies ;Requirement will be met. [FI7]2 "",E]Does Not ❑Not Observable ❑Not Applicable m act(Tier 1) Medium Impact(Tier 2) 3.w Low Impact(Tier 3) 1 High I. ..._._�_ � m ..._ m_.... .._ .a. _..... �. Project Title: Gagliano Residence Report date: 02/18/24 Data filename: Page 9 of10 Pir(at Inspection Sectlertro Plans VerlueifiedA Field�Verified W . _ ..... �u, � nts/As suan Ions ue 3d� tL a Manufacturer manuals for � � � OComplies Requirement p +cltlopn f"rl,sarrsCompiles? crmm met7t will be met. [I=I1 )n mechanical and water heating FDoes Not system"s have been provided, „pNot observable ' EJNot Applicable Additional Comments/Assumptions: 1 Fli #r Impact(Toer —i Medium Impact(Tier 2) i 3 Lowr Impact(Tier 3) � _.� ..: ........ ........ Project Title: Gagliano Residence Report date: 02/18/24 Data filename: Page 10 of10 Effidency Certificate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): Window 0.27 0.27 Door 0.27 0.27 Heating System• Cooling System• Water Heater: Name: Date• Comments FR VEY OF 12 MAP OF BIRCH HILLS TOWN OF SOUTHOLD FILED ON JULY 19, 1967 AS MAP No. 4908 SI TUA TE CU TCH OGU E, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TAX No. 1000-08300-0100-027000 GLEN COURT SCALE 1"=30' OCTOBER 31, 2023 0 0 AREA = 21,424 sq. ft. , 0.492 ac. N52°26'20"E 140.00' N LOT 11 FE FE O.D'E FE FE P.0.8. 20N 0:5 S 0.1'S I 0.453 ' 2.0'S 5'WOODFE FENCE O Ln O � O O FE 1.1% 04 FE LNE � 46,0' r15. 19.f3 FE 0.9'E ?ECK —STORY8.9- 5-3.2' WOOD sTLOT 12RYE 5 ACE] J Tax Map Lot 33.1, N/O/F of CHIM. GARAGE&STEPS �„ ERTAN YENICAY PRt ANE BELOW t `La-.. TAW 5.8' .. �M...I WALL b LLJ GRAVEL DRIVEWAY FE 0.11 } w/STONE CURB O 1 r� 1cn GATE FE P� O FE 2.4'E FE 0,9` 0.3N rNA 1 z 3.2N 1 A E iCE LOT 13 A ' O.2'S 140.691 '6 9 4'SPUT ] RAIL S46.44'5011W LEGEND: REBAR & CAP FOUND — — OVERHEAD UTILITY WIRES qk--) UTILITY POLE EM X ELEC. METER AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THE SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT'TRANSFERABLE. PHONE: 833-787-8393 E-MAIL: SURVEYSOAERIALLANDSURVEYING.COM WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUMCT To ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE DISTRICT:1000 LOT:027.000 BLOCK:01.00 SECTION:083.00 -UNm)THoFtIZED ALTERATION OR ADDITION TO A SURVEY MAP 0EARWG A ucENSEO LAND SURVEYOWS,SEAL IS A VIOLATION OF ARTICLE 13C MAP/FILE NO.:... 4908 CTON 7209,SUMIMS1001 Z OF THE NEV YORK STATE EDUCATION LAIN' 'Copleo irmss the origirvaj of this gurwy map not marked w[th an orIglnof of the land eurvoyces Inked oval or his embossed, oll not be MAP OF: "BIRCH HILLS TOWN OF SOUTHOLD" cwsktmvd a ale true` Y �otlon Indicated woon OrIfy that thlo e y won prepared In as � dance with the ing Codo of Practice... for Land Surveys acted by the New Y*6 State AclOddlibn of Profavlonal Land Surve} . Sold ttkat1wo shad run Only to the TITLE NO.: N A - parean for whom the y is I and his behalf to the Utte componp;. o—mantad agency m,d loruuthug haetitution. Certlticatlono are -_- -_.. ---_ net.tran2fora6ie to addltlonal Lostitatjons or ems,ent es"we..'. r MAP FILED DATE: 4908 COUNTY TAX MAP ID: 1000-08300-0100-027000 SITUATED AT: CUTCHOGUE, TOWN OF SOUTHOLD # SUBDIVISION MAP LOT & BLOCK 'S: LOT 12 oa- New COPYRIGHT 2023 R Y srl Title r1C In ALPH HEIL, 0 Denise and Michael st] Bono AERIAL LAND SURVEYING.D.P.C. w Bare of Amen JOB NO.: 23-1722 V DATE: OCTOBER 31, 2023 -€ LIST OF DRAWINGS: SET:aj Tqcl NOTES AND STANDARDS C1 (CUTCHOCIU W W "4YOaK PLOT PLAN FRONT & REAR ELEVATIONS Al SIDE ELEVATIONS A2 A. FOUNDATION: D. FINISHES: EXISTING FLOOR PLANS A3 1. DO NOT BUILD UPON FROZEN SOIL. 1. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS + PROPOSED 1ST& 2ND FLOOR PLANS Aq. 2. DO NOT POUR CONCRETE IF AIR TEMPERATURE IS 40 DEGREES OR LESS. MINIMUM 40 DEGREES BATH TUB DOORS +TREATED OR COMBINED ENCLOSURES, SHALL MATERI SO SIZED,ALS TO MINIMIZE SEF ECTIVDELY NOTES AND STANDARDS, PLUMBING DIAM. A5 TO BE MAINTAINED UNTIL CONCRETE IS CURED. THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT THE GLAZING IS GLEN COURT3. CONCRETE TO BE TRANSIT MIXED, RETEMPERING OR ADDING WATER AFTER TRUCK HAS LEFT CRACKED OR BROKEN. THE PLANT IS STRICTLY FORBIDDEN.4. PROVIDE FRAMEWORK FOR ALL POURED CONCRETE. 2. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND OF THE NEW 5. CONTRACTOR SHALL VERIFY DIMENSION AND LOCATION OF ALL OPENINGS, PIPE SLEEVES, YORK BOARD OF FIRE UNDERWRITERS. ORDINANCES OF THE NATIONAL ELECTRICAL PLANS ELECTRIC CODE. THE LONG ISLAND POWER AUTHORITY, LOCAL MUNICIPALITIES E1 ANCHOR BOLTS, ETC. AS REQUIRED BY ALL TRADES BEFORE CONCRETE IS POURED. AND THE REQUIREMENTS. 6. CONCRETE FOOTINGS AND STRUCTURAL PIERS SHALL BE PLACED ON FIRM, UNDISTURBED SOIL. PROVIDE ADDITIONAL STEPPED FOOTINGS AS REQUIRED BY OVER-EXCAVATING. 3. PROVIDE ONE SINGLE STATION SMOKE DETECTOR AT EACH BEDROOM AND AT 7. CONCRETE FOOTINGS, PIERS, SLABS AND FOUNDATION WALLS SHALL OBTAIN A MINIMUM EACH FLOOR AS PER N.Y.S. CODE SECTION R317. ULTIMATE COMPRESSIVE STRENGTH OF 3500 P.S.I. AT 28 DAYS. 4. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS FOUNDATION PLAN Si In s ss�` s 8. APPLY A CEMENT STUCCO PARGING FINISH TO ALL EXPOSED EXTERIOR SURFACES OF REQUIRED BY N.Y.S. CODE. CAST IRON PIPE SHALL CONFORM TO THE LOCAL A PLAN N52*26 L 140. 00 FOUNDATION WALLS NOT SCHEDULED AS BRICK. CODE REQUIREMENTS, WITH APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUTS. SECOND FLOOR FRAMING PLA , S2 9. CONCRETE SLABS TO BE AS FOLLOWS: 5. ALL WINDOWS AND EXTERIOR DOORS TO ADHERE TO N.Y.S. CODE, SECTION _j Q ., �. R308/R310. CEILING FRAMING PLAN ) GARAGE SLABS TO BE 6 THICK W/6X6-10X10W.W.M. LOCATED 2 FROM TOP OF SLAB 5;z� LOT 11 OVER SIX-MIL POLYETHYLENE MOISTURE BARRIER OVER 6" LAYER OF CLEAN, COMPACTED �= . 'E 5'N °' ROOF FRAMING PLAN BUILDING E GRAVEL. E. THERMAL&MOISTURE PROTECTION: G SECTION S3 2°0 P;! O15'S 0°i'S PITCH SLAB MINIMUM 1/8" PER FOOT TOWARD OVERHEAD DOORS. n, 1 3'E = ., b) BASEMENT SLABS TO BE 6" THICK OVER SIX-MIL POLYETHYLENE MOISTURE BARRIER OVER 1. ALL WOOD SHEATHING ON EXTERIOR WALLS AND ROOF SHALL BE COVERED WITH STRAPPING SHEET S4 � '�' O FENCE � 0,4 / � ONE LAYER OF 15 . FE 2.0'S � "•� � ., 6 LAYER OF CLEAN, COMPACTED GRAVEL. # WATERPROOF BUILDING PAPER. c) PATIOS AND STOOPS ON GRADE TO BE 4" THICK W/6X6-10X10 W.W.M. LOCATED 2" FROM 2• PROVIDE 15 LB. BUILDING FELT OVER SHEATHING AT STONE VENEER. 0 Lc)C� TOP OF SLAB OVER 6" LAYER OF CLEAN, COMPACTED GRAVEL. 3. INSTALL TYVEK OR APPROVED EQUAL HOUSEWRAP BEHIND ALL WOOD FINISHED S SHEET 5 PROPOSED I SIDING. FASTEN TYVEK WITH STAPLES OR ROOFING NAILS TO EVERY OTHER OVERFRAcri d) CONCRETE SLABS TO RECEIVE A STEEL TROWEL FINISH. STUD 12"-18" O.C. 0 FE 1.VE � DORMER ME (.0 10. FOOTINGS: VERTICALLY LAP ALL SEAMS A MIN. 2". TAPE ALL SEAMS AT WINDOW AND DOOR a) STEPPED FOOTINGS WHERE INDICATED ON THE DRAWINGS SHALL HAVE MINIMUM SLOPE FE LVE _ RATIO OF 2 HORIZONTAL TO 1 VERTICAL, MINIMUM LENGTH OF HORIZONTAL STEP NO OPENINGS, MAKE AN "X" CUT AND FOLD THE TRIANGULAR FLAPS IN AND LESS THAN 24". AROUND THE FRAME. ' FOUNDATION WALL TO EQUAL ONE _ OPENING. SECURE ON THE INSIDE WITH STAPLES EVERY 6" AND TRIM EXCESS. _ 21.2' 1 5 WI OW UNIT EGRESS b) FOOTING DEPTH TO BE SAME AS FOUNDATION WIDTH. THE PROJECTION OF FOOTING BEYOND 4. FLOOR INSULATION OVER VENTED CRAWL SPACES AND OTHER UNHEATED AREAS -HALF THE FOOTING DEPTH UNLESS OTHERWISE NOTED. TO BE cr, ENCLOSED c) PROVIDE 1 l/Z" X 3 lh" (APPROX) KEYWAY AT TOP CENTER OF FOOTING. ;�-IE 0.9'E �4 WOOD R-19, u.n.o. UNFACED FIBERGLASS BATTS HELD IN PLACE W/TYVEK HOUSE DECK d) PROVIDE 3 #5 S IN FOOTINGS AT REMOVED TREES TO A MINIMUM OF 3 -0 PAST EXTENT WRAP. ." 0 1-STO:.Y8, wz OF ROOT STRUCTURE. DEEP ROOT STRUCTURE TO REMAIN UNDER REINFORCED FOOTINGS. 53.2 5. INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL HEATED SPACES 11. WHERE WALLS ARE POURED TO GRADE, AND DAMP-PROOFED, THE CONTRACTOR SHALL 4 y SHALL BE FIBERGLASS BATTS, SIZE AS INDICATED ON DRAWINGS WITH A VAPOR P _. �"" BACKFILL AGAINST THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO BRACE WALLS AS BARRIER ON THE HEATED SIDE, PACK ALL SPACES AROUND WINDOWS AND STEPS REQUIRED TO PREVENT CAVE-INS. BACKFILL TO BE FREE OF WOOD, TRASH ETC. LOT 12 ,,11>4¢� 12. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE EXCEPT SLAB AREAS) DOORS WITH INSULATION. ALL INSULATION SHALL BE SIZED, LOCATED AND ( INSTALLED IN ACCORDANCE WITH N.Y.S. ENERGY CODE. 1 - STEP ' !"' SHALL BE DAMP-PROOFED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS "� HOUSE ��,'��' 6. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON DRAWINGS. PLASTIC CEMENT. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN No. 53 PROPOSED SECOND 13. ALL CONCRETE FLOOR SLABS SHALL BE 6" THICK UNLESS OTHERWISE NOTED ON THE INSULATION AND ROOF DECK. PROVIDE MIN. 1 %" AIR SPACE. FLOOR ADDITIONS DRAWINGS. FLOORS TO BE LEVEL UNLESS OTHERWISE NOTED ON THE DRAWINGS. 5/8" ' AGLJ AND ROOF LINE DIAMETER FOUNDATION ANCHOR WALL BOLTS ® 23" O.C. MAX AND MAX. 1"-0" O.C. FROM 1) THE A.I.A. GENERAL CONDITIONS FOR CONSTRUCTION (A.I.A. DOC. A201) ARE HEREBY RECONSTRUCTION CORNERS AND ENDS. MADE AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN IN FULL. Tax Map Lot ' '1, `'' 2) WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. BUILDING PLAN VIEW NOTE: FOOD PROPOSED PORTICO N/O/F Of STOOP ROOF WITH 3)�? LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT °� CHI . GARAGE & STEPS STRUCTURAL B. DRAINAGE AND WATERPROOFING: ETAN YECAY PROPANE BELOW BRACKETS IS THE INTENTIONS OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL CONC, TANK RESPECTS AND NO WILL BE ALLOWED FOR MATERIALS AND OR LABOR REQUIRED 25.5 1. ALL FOUNDATION WALLS TO RECEIVE COATING OF 1/8" THICK DITUMENMODIFIED URETHANE, TO COMPLETE THE WORKORK,, A AS INDICATED. BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM KARNAK OR APPROVED EQUAL. NEW BASEMENT WALLS TO RECEIVE THOROSEAL 4) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN/ WOOD TIE "'� �� WATERPROOFING IN INTERIOR FACE. AND VERIFY ALL DIMENSIONS AND CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR VILLAGE AS SPECIFIED IN THE 2020 NYSRC, 2020 NYSMC AND THE 2020 NYSECCC. RETAIN. i ' w 2. PROVIDE ALTERNATE PRICE TO INSTALL 4 PREFORATED DRAIN PIPE (W/HOLES ORIENTED DOWN) NOTIFYING THE PERSON OR OFFICE RESPONSIBLE FOR THESE PLANS REGARDING ANY THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL OF AND $ , COVERED WITH 8" GRAVELAND SLOPED TO DRYWELL, LOCATE EVEN WITH BOTTOM OF DISCREPANCIES OR VARIATIONS BETWEEN NOTED DIMENSIONS AND FIELD CONDITIONS. NO THE SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN FOOTING AT BASEMENT FOUNDATION WALLS AS REQUIRED BY SITE CONDITIONS. CREDITS OR EXTRA'S WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'0" IN ANY I MEASUREMENT. 6 < LL1 3. VENTILATION - PROVIDE 8 X16 METAL SCREENED VENTS (BLOCK VENTS) IN CRAWL SPACES ATTESTATION THAT, TO THE BEST OF THE LICENSEES BELIEF AND INFORMATION THE GRAVEL DRIVEWAY AS INDICATED ON DRAWINGS. 5) ALL WORK SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM PREVENTION WORK IN THE '--FE Q,1'E w/STONE CURL?, �" " c (�} 4. FOUNDATION SILL - MUDSILL TO BE NO LESS THAN A PRESSURE TREATED 2X6 TO BE AND BUILDING CODE, NEW YORK STATE ENERGY CODE AND ANY LOCAL CODES, DOCUMENT IS: ° ORDINANCES, RULES, AND REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL ANCHORED WITH 5/8" HOOKED STEEL ANCHOR BOLTS. ARRANGE ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CERTIFICATE OF 5. CONTINUOUS COPPER OR GALVANIZED SHEET METAL W/ZINC COATING TERMITE SHIELD TYPICAL OCCUPANCY. ACCURATE AT ALL SILLS 6) CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 6. PROVIDE 1" FIBERGLASS AIR INFILTRATION BARRIER ("CERTAINTEED SILL SEALER" OR EQUAL) WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND cn BETWEEN THE SILL PLATE AND TERMITE SHIELD AT BASEMENTS AND OTHER LIVING MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF Imo`` SPACES. 7) CONTRACTOR SHALL DISCONNECT, CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY, SUBMISSION. ! OR UTILITY LINES IN AREA OF NEW FOUNDATION AND SHALL USE HAND EXCAVATION IN ( C. FRAMING: AREA'S OF SUSPECTED UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES ARE I BROKEN OR DAMAGED THE CONTRACTOR WILL REPAIR AND REPLACE THE SAME AT HIS CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. SAFEGUARDING OF LIFE HEALTH PROPERTY AND PUBLIC WELFARE. HERGE , , 1. ALL STRUCTURAL CONNECTIONS TO USE TECO GALVANIZED FASTENERS AND HARDWARE 8) THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL FIRE CATE FE q/ t UNLESS OTHERWISE NOTED: DEPARTMENTS REQUIREMENTS AND REGULATIONS, PROOF OF WHICH SHALL BE FURNISHED THE RESPONSIBILITY OF THE LICENSEE. j FE 2 4'E FLUSH JOIST CONNECTION U-GRIP TO THE FIRE MARSHAL PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND FE 0.9'W 0 'N .. dN" POST AND BEAM CONNECTION POST-CAP PRODUCTS. _ vo ~"` ,'Va00D1ENCE LJT 13 A , G U POST-PIER CONNECTION ANCHOR BASE 9) MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING, COURSING, THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2. INSTALL ALL FLOOR FRAMING, 1X3 WOOD CROSS BRIDGING NOT TO EXCEED 8" O.C. DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RE-LOCATE ANY PARTITIONS, WIRING, CHAPTERS 12-24 OF 2020 NYSMC & 2020 NYSRC j ( x 3. SOLID BLOCKING IN ALL EXTERIOR AND LOAD BEARING PARTITIONS, MAXIMUM OF 48" O.C. PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING 4'SPLIT 4. INSTALL 2X BLOCKING UNDER ALL BEARING WALLS WHERE BEARING WALL DOES NOT ALIGN REVISED, TO PROVIDE A COMPLETE JOB IN ALL RESPECTS NOTE: ALL NEW MECHANICAL EQUIPMENT SPECIFICATIONS SHALL BE FILED WITH RAIL 10) PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND ss �,�t W/FLOOR JOISTS. EXISTING AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION 6 n `-t"' q�V 5. IN BEARING WALLS OR PARTITIONS, NO STUD IS TO BE CUT MORE THAN 1/3 ITS DEPTH. SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND 6. STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0" IS TO HAVE SOLID PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2X STUD BRIDGING, OF SAME SIZE AS STUD WALL, AT INTERVALS NOT TO EXCEED 11) FLASH, CAULK AND SEAL, ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS AND CHAPTER 24 OF 2020 NYSMC & 2020 NYSRC 8'-0" PENETRATIONS TO FORM A WATERTIGHT 7. SILL PLATES IN BEARING WALLS OR EXTERIOR PARTITIONS TO BE NOT LESS THAN (1) 2X ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEETING UNLESS NOTED PLOT PLAN MEMBER OF THE SAME WIDTH AS THE STUDS. OTHERWISE, AND EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 8. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED AS PER AISC. 12) ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CHAPTERS 25-33 OF 2020 NYSMC & 2020 NYSRC 9. ALL WOOD FRAMING INCLUDING JOISTS BEAMS POSTS STUDS, ETC... TO BE ELECTRIC CODE AND N. Y. STATE BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE SCALE: 1 -O" _ 120'-0" DOUGLAS FIR #1 OR BETTER WITH Fb=1000 P.S.I., SINGULAR, Fb=1000 P.S.I., REPETITIVE. APPROVALOF 13) AALLST PRESENTED T OWNERO THE PAYMENT. STRUCTURAL LUMBER SHALL BE N#1 GRADE HAVING A MINIMUM STRESS OF ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH 10. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND FB 1000 PSI E 1.5 X 10.6 UNLESS NOTED OTHERWISE. DOUBLE STRUCTURES AROUND CHAPTERS 34-43 OF 2020 NYSMC & 20210 NYSRC ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE FLOOR, CEILING AND ROOF OPENINGS. TYPE AND SPECIES OF PLYWOOD AND SO BE IDENTIFIED BY AN APPROVED AGENCY. 14) ALL FOOTINGS, PIERS, PILASTERS, ETC. SHALL HAVE A MINIMUM STRESS OF FC 3500 PSI DISTRICT: 1000 11. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB. LEVEL AND TRUE, WELL SPIKED, AT 28 DAYS AND SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE, AND TO INSURE CAPACITY OF 2 TONS PER SQ. FT. SECTION: 083.00 EVEN 15) PROVIDE ACCESS AND VENTILATE ALL CRAWL AND ATTIC SPACES AS PER CODE. PLANS SUBMITTED WITH THIS APPLICATION CONFORM TO ALL THE APPLICABLE BLOCK: 01 .00 SETTLEMENT AND SHRINKING THROUGHOUT, UNLESS OTHERWISE NOTED ON THE PLAN. (MEASURED IN TOTAL FREE AREA.) ALL FRAMING MEMBERS TO BE 16" O.C. O.N.O 16) THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS AND EXCESS REQUIREMENTS OF THE 2020 NYSMC, 2020 NYSRC, AND 2020 NYSECCC. LOT: 027.000 12. DOUBLE JOIST AROUND ALL OPENINGS AND BELOW ALL PARALLEL WALL PARTITIONS AND MATERIALS, TO THE SATISFACTION OF THE OWNER, INCLUDING LABELS AND PROTECTIVE AT TUB AREA. COATINGS ON ALL MATERIALS. 13. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. 17) REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS, SIGNED AS PER SECTION 301 .1 .1 OF IRC, PLANS SUBMITTED WITH THIS APPLICATION 14. PROVIDE ALL LINTELS OR HEADERS NOT INDICATED ON DRAWINGS OVER ALL OPENINGS. BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION TO THE GENERAL CONFORM AND ARE DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST HEADERS ARE TO BE EQUAL TOP FULL WIDTH OF FRAMING (MIN. (2) 2" X 8"). CONTRACTOR.18) ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE OR MATERIAL AND PAPER ASSOCIATION (AF & PE) WOOD FRAME CONSTRUCTION MANUAL 15. JOIST HANGERS, ETC., TO BE "TECO" OR EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS. DESIGNATION ARE NEW UNLESS OTHERWISE NOTED. INFORMATION RECEIVED FROM SURVEY 16. ALL WINDOWS AND DOOR OPENINGS, UNLESS OTHERWISE INDICATED, SHALL HAVE STUDS 19) ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH FOR ONE AND TWO-FAMILY DWELLINGS (WFCM 2018.) DOUBLED ON JAMBS. MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND WITH ALL CODE REQUIREMENTS. PREPARED BY: 17. ALL FLOOR JOISTS SHALL BE CROSSBRIDGED WITH 5/4" X 3" BRIDGING AT MIDSPAN OR 20) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE AERIAL LAND SURVEYING, D.P.C. INTERVALS NOT TO EXCEED 8' O.C. PRACTICES. ALL TRADES SHALL COOPERATE TO FACILITATE JOB SCHEDULING AND 18. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2". COMPLETION. 2-18-24 ISSUED FOR BUILDING PERMIT 53 PROBST DRIVE_ 19. TOP PLATES OF EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS MAY NOT BE 21) PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE T.M.M. SHIRLEY, NY 11967 LESS THAN (2) 2X MEMBERS OF THE SAME WIDTH OF THE STUDS, LAPPED AT STANDARD OFCONSTRUCTION. ITEMS OF EQUAL QUANTITY MAY BE SUBMITTED FOR REVIEW 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. CORNERS AND AND APPROVAL. Ai (833)-787-8393 INTERSECTING PARTITIONS WITH SPLICE IN UPPER PLATE AT LEAST 32 " FROM SPLICE IN 22) CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ADJOINING REMAINING AREA'S # ; DATE: REVISION DESCRIPTION: BY: AS A RESULT OF HIS WORK AND SHALL REPAIR ANY DAMAGED SURFACE TO THEIR LOWER PARTITION, BOTH OCURING OVER STUDS. PRE-EXISTING CONDITIONS OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE 20. FOR RESILIENT FLOOR INSTALLATION, UNDERLAYMENT TO BE 1/2" SANDED FACE APA UNDER OF WORK. G A G L I A N O R E S I D E N C E LAYMENT INT., INSTALLATION TO BE SAME AS FOR CARPET INSTALLATION. 23) INDICATIONS OF WORK TO BE REMOVED ARE GENERAL ONLY, AND ARE NOT INTENDED TO """+� 21. HARDWOOD STRIP FLOOR TO BE INSTALLED WITHOUT UNDERLAYMENT AND TO BE SET PER SHOW ALL ITEMS WHICH MAY REQUIRE REMOVAL. SUCH ITEMS SHALL BE REMOVED, '' '�,, 535 BIRCH LANE CUTCHOGUE NY 11935 PENDICULAR TO FLOOR JOISTS, ALL HARDWOOD FLOORING TO RECEIVE LAYER OF 15# RELOCATED, AND OR REINSTALLED AS REQUIRED FOR INSTALLATION OF NEW WORK. .�° � " •��'r BUILDING PAPER UNDER FINISH FLOOR. 24) LANDSCAPING TO BE REMOVED AND RELOCATED AS REQUIRED BY THE NEW WORK SHALL p ,3. A 22. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH l/Z" GYPSUM WALLBOARD EXCEPT AS BE HAND EXCAVCE D ALLOWING FOR AN ADEQUATE ROOT BALL AS REQUIRED BY PROPER ' , ' � , J A M E S DE LUCA ARCHITECT INDICATED OTHERWISE ON DRAWING. USE WATERPROOF TYPE IN AREAS OF MOISTUREPRACT . "' 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 3 TEL: (631) 367-7011 CLIMATE AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM DATE: PROJECT: DRAWN BY: SEISMIC FLOOD AIR FREEZING MEAN ANNUAL GROUND WINTER ICE BARRIER DESIGN SNOW LOAD TOPOGRAPHIIC SPECIAL WIND-BORNE DESIGN UNDERLAYMENT SPEED(MPH) WIND CATEGORY WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP EFFECTS REGION DEBRIS ZONE DEPTH COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. cov 1500 OR THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR 30 PSF 130 NO NO ZONE 1 B SEVERE T-0" YES 150 YES AS/FIRM LESS 510 USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 A S3 WINDOW NOTES: 1.Roof Composition: 30 year dimensional roof shingles by GAF or equal, color, weight and style to be IT IS THE INTENT THAT ALL WINDOWS TO BE ANDERSEN 400 selected, over 15# building felt on 5/8" cdx plywood sheathing over roof rafters 4'-0" SERIES WITH "TRUE DIVIDED LITE WITH SPACER BAR" (UNLESS (refer to framing plans for sizes & spacing). Provide 36" strip of water / ice OTHERWISE APPROVED BY ARCHITECT). PROVIDE EXTENSION guard at bottom intersection of roof & fascia and at all roof intersections (le: CIR 31 JAMBS AS REQUIRED. valleys/ crickets). refer to drawings for additional areas. - IF A DIFFERENT MANUFACTURER IS SELECTED BY OWNER, 2,Ridge Vents: AZEK TRIM 2W/3H ARCHITECT MUST BE NOTIFIED TO ENSURE COMPARABLE UNITS Shingle style ridge vent, matching style & color of roof shingle. Installed in strict PANEL ARE UTILIZED AND SPECIFICATIONS ARE MAINTAINED accordance with manufacturers specs. Locations as indicated. PROVIDE 2` LAYERS OF ICE ANY DEVIATIONS FROM WINDOW SIZES, GRILLE STYLE OR ( J TW 2842-3 PATTERNS OR ANY HEADER HEIGHTS/ SIZES WITHOUT 3.Collar Ties: AND WATER SHIELD AT LOW ARCHITECT'S APPROVAL WILL NOT BE ACCEPTABLE Install 2"x6"collar ties 32" o.c. u.n.o., Locations as indicated. (Lag bolt every third PITCH CRICKET AREA 4/1 TDL tie, using %" dia. bolts, in vaulted clg areas). CONTRACTOR NOT TO MAKE ANY CHANGES, SUBSTITUTIONS OR l. .J ORDERS WITHOUT THE APPROVAL OF BOTH THE OWNER AND 4.Soffits & Fascia Boards: I ARCHITECT AND WILL ASSUME ALL RESPONSIBILITY AND COSTS CW 135 I.....1.._...; .__ _ INCURRED TO CHANGE/ REFLECT THE PROVIDED PLANS Provide to b x 8ZefasBca board w/ /5 4" x 2" accent boards to be Azek EXISTING 2W/2H -.-.-L.._I__._..L.._...;._ pointed finish to match home. RIDGE HEIGHT — rt... GAB REMOVE ANY/ ALL LE' half—roundProvide leaders, location to be determined in field, I I I I I DOVE GUTTERS & LEADERS: provide underrgdround piping as required by town/ village to new drywell, see dr ell PROPOSE RFRA ' pr yw MATERIALS PRIOR calculations if required... EXISTINGTO FRAMING ALL LOCATIONS OF GUTTERS LEADERS O BE D FIELD WITH ARCHITECT PRESENT PRIORTOINSTA INSTALLATION ALIGN N 6.Wall Composition: _...;..._ ; RIDGES Provide Hardie shingles, exp to r tyvek wrap over 1/2" x6 wood E other, over house a cd CONTRACTOR TO COORDINATE MEETING ASSUME TH P o ' H 'e s 6" westuds 16" o.c. withoR-19 batt insulation &x ^I..I_...; COST OF RELOCATION OFANY GUTTERS/RLEADERS IF rplywood o exist & new ' _ REQUIRED BY ARCHITECT OR OWNER 8" gwb on face) tape & spackle (3) coats. CW 135 - 2W/2H ;...l .. CODES RULES AND REGULATIONS NYCRR THE SIGN AND { NOTE: AS PER PAT 1265 TO T TLE 19 OF THE NEW YORK OPTIONAL ............ j SYMBOL NOTIFYING LOCALCODEIENFORCMENT AGENCIES THE L. _I o. .._:..... I SHED DORMER, i 3 4 — l 1 L ) ._. PRE—ENGINEERED WOOD CONSTRUCTION IS USED IN A RESIDENTIAL STRUCTURE, MUST BE PLACED TO EXTERIOR OF STRUCTURE PROVIDE 00 I_...._: °° TT 1831 4 W PRICING AND COORDINATE _...... __......__. ..._- . ...:....: .... I 2W/3H WITH OWNER : INCLUSION TO SCOPE OPTION TO REPLACE rt I I CSMT/PICT/CSMT ASSM. IN-KIND - _ _ _ 1 l 1._�._ __ __ „ , _ I !_� 1 1. 1 _ - _ _ __ PROVIDE WOOD SHUTTERS BY WITH FLANKERS TO RECEIVE D-H I I I VIXEN HILL OR TIMBERLINE STYLE GRILLE W 2-1 4" - - WITH METAL HARDWARE CHECKRAIL DETAIL -- - - - - I I OPTION TO BE USED IF NEW . I I a....� .L.....�.....�......-L.......1. i_. l I DOUBLE HUNG COMBO EXCEEDS ii ':1 l l I I REMOVE EXISTING WINDOW EXISTING R.O. IN WIDTH. (....�..., i .L_....� L..._._I .... : ILL AS CONTRACTOR 'TO VERIFY HGT & I MATCH FCONDITIONSQ WIDTH OF EX. UNIT/ OPENING : l I I 1 l 111I. I 1 . l 11. I. CXW 135 TW 2042 DHP31042 TW 2042 4/1 TDL 4/1 TDL PROVIDE STACKING RET. BLOCK UNITS TO EX. TO REMAIN CREATE EGRESS WELL CW 14 TW 2842 TW 2842 A 2W/3H 4/1 TDL 4/1 TDL PROPOSED FRONT ELEVATION S3 CIR31 SCALE: 1 /4"= 1 '- 0" 2w/2H TW 2842-2 TW 2842 AP42V 4/1 TDL `r 4/1 TDL I 3W/3H d- PROPOSED OVERFRAME GABLE, NEW ROOFING MATERIAL, REMOVE (3) LAYERS, REPLACE ANY DAMAGED REMO E ANY ALL REQUIRED AND INSTALL NEW 30HING YEARS MATERIALS PRIOR ASPHALT SHINGLE OVER #15 BUILDING FELT - - - -- TO FRAMING 1` �I : i I I ! 0 ; L _l__l___1 __ i . ........._.. .... , _. i I I I ! I I I , I : I , I . i REPLACED, B SIDING I _;..:..CON00 LA .......... TRACTOR TO .. I ...L PROVIDE_.,VARIOUS SOLUTIONS _I. 2-18-24 ISSUED FOR — PRELIING PERMIT T.M.M. MINARY BID T.M.M. : , : ' Ill # : DA E: REVISION DESCRIPTION: BY: 4 GAGLIANO RESIDENCE PROVIDE WOOD FRAMED PLATFORM, RISERS WITH 535 BIRCH LANE CUTCHOGUE NY 11935 EX. PANELS AND FRAMES TO COMPOSITE DECKING FINISH REMAIN TW 2842 DHP 4 042 TW 2842 TW 2436 3068 AND VINYL RAILING DOWN TO J A M E S DE LUCA ARCHITECT GRADE. PROVIDE 8x16 CONC ram/ EX. STEPS AND RAILING DOWN 411 TDL 4/1 TDL 411 TDL 2W/4H PAD AT FIRST STEP. ' .:��,��•. e,�• TO GRADE TO REMAIN, PROVIDE aM �;. wa 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 PRICING ALTERNATE TO 0WF � �, TEL: (631) 367-7011 REPLACE IN KINDleo W �A t DATE: PROJECT: DRAWN BY: ` •fir PROPOSED REAR ELEVATION COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. [THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR SCALE: 1 /4 = 1 '-0 SE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY ROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 CX 14 6/1 IDH STYLE W/2-1/4" CHECKRAIL I I { . ................ ........... ...... I . 77 . ............... ................. { I { _.._....._._.-.. __._...... ............ _ _ CX 24 { 6/1 DH STYLE W/2-1/4" I PROPOSED OVERFRAME GABLE, {PROPOSED OVERFRAME GABLE, CHECKRAIL { _I REMOVE ANY/ ALL REMOVE ANY/ ALL COMBUSTIBLE MATERIALS PRIOR COMBUSTIBLE MATERIALS PRIOR AREA OF LAYOVER FRAMING TO E I E I TO FRAMING TO FRAMING { ��\ i MATCH EXISTING SHED BEYOND I I I I _ — - — — — — — — — — — — ......... ..- . — — I � I i I J REPLACE SIDING REPLACE SIDING o THROUGHOUT I { THROUGHOUT �I 010 NEW WINDOW TRIM n NEW WINDOW TRIM DETAIL THROUGHOUT { DETAIL THROUGHOUT i EXISTING UNITS TO BE WINDOW LOCATION TO BE i REPLACED, NEW UNITS TO BE RECENTERED OFF NEW OVERALL PROVIDE WOOD FRAMED CW 14 WHITE IN COLOR INTERIOR AND INTERIOR ROOM SIZE _ PLATFORM, RISERS WITH 2'-9" EXTERIOR, VERIFY EXISTING i SIZES PRIOR TO ORDERING COMPOSITE DECKING FINISH 00 AND VINYL RAILING DOWN TO I GRADE. PROVIDE 8x16 CONC PAD AT FIRST STEP. I ( I I EXISTING WOOD STAIRS AND RAILING (NOT SHOWN FOR EXISTING UNITS TO BE CLARITY) TO REMAIN REPLACED, NEW UNITS TO BE UNCHANGED WHITE IN COLOR INTERIOR AND CW 14 CW 14 C 13 EXTERIOR. EX. PANELS AND FRAMES TO D-H GRILLE D-H GRILLE 2W/3H REMAIN CONTRACTOR TO VERIFY EXISTING GRADING TO REMAIN EXISTING UNITS TO BE EXISTING OPENING SIZES AND REPLACED, NEW UNITS TO BE COORDINATE 'JVITH NEW UNIT _ WHITE IN COLOR INTERIOR AND SIZLS EXTERIOR, VERIFY EXISTING TW 3042-2 TW 3042-2 OVERHEAD DOOR, WOOD TIE SIZES PRIOR TO ORDERING WALLS TO REMAIN 4/1 TDL 4/1 TDL PROPOSED LEFT SIDE ELEVATION PROPOSED RIGHT SIDE ELEVATION SCALE: 1 /4"= 1 '- 0" SCALE: 1 /4"= 1 '- 0" COPPER FLASHING ASPHALT ROOF SHINGLE OVER # 30 BLDG FELT 5/4" CAP ON 5/8" ROOF SHEATHING 2" BED 1X2 ACCENT BAND OVER MOULDING 1X8 FASCIA BOARD 12 AS PER ELEVATION Z ?Iy a 5/4 x 3 ACCENT BAND A , cc OVER 1X8 FASCIA BOARD / Q 1"X 4" AZEK w TRIM BOARD , Q 6" ALUM. GUTTER, U.N.O., UNIT AS ER PLAN 3z, L. PROVIDE 4" SDR-35 D PIPING TO DRYWELL AS REFER TO PLAN REQUIRED BY TOWN/ AND VILLAGE ELEVATIONS FOR MODEL #'S 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. AND GRILLE 2- -24 ISSUED FOR PRELIMINARY BID T.M.M. PATTERNS # ; D TE: REVISION DESCRIPTION: BY: 14" EXTERIOR GAGLIANO RESIDENCE STUD WALL 2 X SILL - CONSTRUCITON 1, v � � '. j 535 BIRCH LANE CUTCHOGUE NY 11935 JAMES DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 TEL: (631) 362-7011 WINDOW TRIM DETAIL FASCIA FRIEZE DETAIL _._- DATE: PROJECT: DRAWN BY: SCALE: 1 "= 1 '- 0" SCALE: 1 '— 1 '— O" COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. ETHEDLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY ED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 CLOSET TO BE REMOVED, PROVIDE 29'-8" NEW ENTRY DOOR AND STEPS TO GRADE NEW WINDOW UNITS, REFER NEW WINDOW LOCATION FOR REPLACE TO PLAN FOR NEW MODEL UNIT LOCATIONS NEW WINDOW WINDOW UNIT NUMBERS FIRE PLACE M E ALL WALL TO BE SHIFTED IXTU ES AN TO ENLARGE FINISH EXTEND ROOF DOMEB Bath ADJACENT SPACE Enclosed Porch THRO HOUT FILRINGRIN Y BATH TO BE BATHROOM CORNER 011 , . RENOVATED SLIDER TO BE 111114 REPLACED WITH PARTITIONS TO BE OPPOSITE REMOVED SHOWN OPERATION HATCHED Bedroom UP CLOSET TO BE REMOVED RELOCATE BEDROOM TO REMOVE DOOR REMOVE SHOWER Bedroom SECOND FLOOR ADDITION AND AND INFILL WINDOW 70 BE BE REPLACED WITH AND REFRAME I CONVERT SPACE TO DEN AREA FOR TUB SPACE TO BE OPENING SMALLER UNIT, VERIFY CLEARANCE Living Room OPEN TO BELOW EXISTING LOW WALL DSEPIDARDATEO CREATE N WITH EXISTING ROOF LINES. PACES CLOSET TO TO REMAIN, ALTER AS BE REMOVED REQUIRED FOR NEW LINEN CLOSET PER — - - - - - - - - - - - - REFRIG. O D.W. PLAN W.I.C CLOSET TO W.I.C. BATHROOM BE MODIFIED PORTION OF ROOM TO REMOVE ALL 0 BECOME DINING AREA FIXTURES AND FINISHED -�--- Kitchen THROUGHOUT A A OF E N F 0 KITCHEN INTERIOR PARTITION TO D I 0 A D BE RELOCATED TO EXPAND CLOSET AND N I ' PANT3v � BATHROOM SPACES 00 o � N — — — O� DOOR LOCATION N I TO REMAIN, RELOCATE Bedroom WOOD ENTRY CLOSET TO BE REMOVE AND SWITCHES AS STEPS TO MODIFIED RELOCATE TO REQ. 8'-7" 4'-1" 17'-1 REMAIN REAR WALL Ir " ADJUST WINDOW LOCATION FOR NEW CENTERLINE OF ROOM EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN SCALE: 1 /4"= 1 '- 0" SCALE: 1 /4 — 1 '- 0" 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 4-24 ISSUED FOR PRELIMINARY BID T.M.M. # ; ATE: or REVISION DESCRIPTION: BY: GAGLIANO RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 JAMES DE LUCA ARCHITECT 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 3 TEL: (631) 367-7011 W'wIr '� DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliono_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 SECTION R3a,3.7&8 - STAIRWAY ILLUMINATION SECTION R502.2.2 - BLOCKING AND SUBFLOORING SECTION 16o7.8 LOADS ON HANDRAILS, GUARDS,GRAB BARS, ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH BLOCKING SHALL BE A MINIMUM OF UTILITY GRADE LUMBER OR SEATS AND VEHICLE BARRIERS SECTION R-103 A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND NO. 4 COMMON GRADE BOARDS. HANDRAILS, GUARDS, GRAB BARS, ACCESSIBLE SEATS, ACCESSIBLE NOTE: AS PER N1102.2.4 (R: 402.2.4) PROVIDE ACCESS HATCH WEATHER TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN INSULATION: SECTION R5o2.1.1.2 - END-JOINTED LUMBER BENCHES AND VEHICLE BARRIERS SHALL BE DESIGNED AND STRIPPED AND INSULATED TO LEVEL EQUIVALENT TO SURROUNDING ARTIFICIAL LIGHTS SOURCE LOCATED IN THE IMMEDIATE VINCINITY OF APPROVED END-JOINTED LUMBER IDENTIFIED BY A GRADE MAEK CONSTRUCTED FOR THE STRUCTURAL LOADING CONDITONS SET FORTH WALLS: R19 BATT INSUL EACH LANDING OF THE STAIRWAY. FOR INTERIOR STAIRS THE CONFORMING TO 502.1.1 MAY BE USED INTERCHANGEABLY WITH IN THIS SECTION SURFACES ROOF: R38 BATT INSUL ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. BETWEEN FLOORS: SOUND BATT 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS SHALL BE NOTE: REFER TO "SHEET S4" FOR AIR LEAKAGE SEALANT DETAILS AND CANDLES (11 LUX) MEASURED AT THE CENTER OF TREADS AND SECTION R9o5.1.2 - ICE BARRIERS DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR LOCATIONS. A THIRD PARTY RATER TO PERFORM BLOWER TEST AND LANDINGS. EXTERIOR STAIRWAYS PROVIDING ACCESS TO BASEMENT IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS FOOR(PLF) (0.73KN/M) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE WINDOWS: ANDERSEN 400 SERIES, FORM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN 257 OR LESS OR WHEN TABLE R301.2(1) CRITERIA SO DEIGNATES, 7. GLASS HANDRAIL ASSEMBLIES AND GUARDS SHALL ALSO COMPLY FDL, AIR REVIEW FOR COMPLIANCE WITH SECTION N1102.4.1 .2 (R402.4.1 .2) AND ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF WITH SECTION 2407 ASTM E779 & ASTM E1827 AND 50 PASCALS THE BOTTOM LANDING OF THE STAIRWAY. UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING EXCEPTIONS: U-FACTOR: 0.27 EXCEPTIONS: POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF 1. FOR ONE- AND TWO-FAMILY DWELLINGS , ONLY THE SINGLE SHGC: 0.27 1. AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A CONCENTRATED LOAD REQUIRED BY SECTION 1707.8.1.1 SHALL NOTE: HOUSE TO BE EQUIPPED WITH PROGRAMMABLE THERMOSTATS ON A BOTTOM LANDING, PROVIDED AN ARTIFICIAL LIGHT SOURCE IS POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BE APPLIED DAILY SCHEDULE FOR EACH ZONE OF HEATING AND AIR CONDITIONING AS LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. 2. IN GROUP 1-3, F, H AND S OCCUPANCIES, FOR AREAS THAT PATIO DOORS: ANDERSEN 400 SERIES, 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH BUILDING. PER COMPLIANCE WITH SECTION N1103.1 .1 R: 403.1 .1 . OF THE 2018 IECC ARE NOT ACCESSIBLE TO THE GENERAL PUBLIC AND HAVE AN FDL, AIR, U-FACTOR: 0.29 ( ) ELECTRICAL POWER IN ACCORDANCE WITH SECTION RE3301.5 SECTION R8o6.1 -VENTILATION REQUIRED OCCUPANT LOAD LESS THAN 50, THE MINIMUM LOAD SHALL SH GC: 0.20 SECTION R3o8.4- HAZARDOUS LOCATIONS ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE BE 20 POUNDS PER FOOT (0.29KN/M) CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF NOTE: AS PER N1103.3 (R: 403.3.) DUCTS FOR SUPPLY IN ATTIC SPACES GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE 1608.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS SHALL BE BOILER: EXISTING TO REMAIN TO BE INSULATED TO R-8. ALL OTHER DUCTS OUTSIDE THERMAL ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS SPACE BY VENTING OPENINGS PROTECTED AGAINS THE ENTRANCE DESIGNED TO RESIST A CONCENTRATED LOAD OF 200 POUNDS ENVELOPE R-6. DUCTS SHALL BE "ROUGH-IN PRESSURE TESTED" TO WHERE THE 130TTOM EXPOSED EDGE OF THE GLAZING IS LESS THAT OF RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED (0.89KN) IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. HOT WATER HEATER: EXISTING TO 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WITH CORROSION-RESISTANT WIRE MESH, WITH 1 8 MINIMUM TO SHOW COMPLIANCE WITH N1103.3.3 (R: 403.3.3). THIRD PARTY RATER TO REMAIN PROVIDE TEST RESULTS REPORT TO CODE OFFICIAL WALKING SURFACE 1/4" MAXIMUM OPENINGS. 1608.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE SECTION R302.6 -FIRE SEPARATIONS SECTION R602.8 - FIRE BLOCKING DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS (0.22KN) AIR CONDITIONERS UNDER SEPARATE NOTE: AS PER N1103.3.2 R: 403.3.2. DUCTS, AIR HANDLERS, FILTER WHERE PARITITIONS ARE USED TO SEPARATE IN ATTACHED GARAGE FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED IN ACCORDANCE WITH SECTION 4.5.1 of ASCE 7. PERMIT ALL EQUIPMENT ( ) FROM A LIVING SPACE OR ITS ATTIC, THE PARTITION ASSEMBLY BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH SHALL HAVE A 3/4 HOUR FIRE-RESISTANT RATING. DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM MANUFACTURE SPECIFICATIONS TO BE SECTION M-1601 .4.4 OF 2020 NYS CODE, SEE SHEET S4 FOR TYPICAL AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A SECTION R8o7-ATTIC ACCESS SUBMITTED TO BUILDING DEPARTMENT SECTION R310 - EMERGENCY AND RESCUE OPENINGS TOP STORY AND THE ROOF SPACE. FIRE BLOCKING SHALL BE PRIOR TO INSTALLATION TO SHOW DETAILS PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING R807.1 - ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR REGARDLESS OF THE WINDOWS SHOWN ON THESE PLANS, PROVIDE LOCATIONS: ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC COMPLIANCE WITH C104.2.6.1 NOTE: MECHANICAL VENTILATION FOR RANGE HOOD AND BATHROOM FANS AT LEAST ONE WINDOW IN EACH SLEEPING ROOM AND THE 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS. AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762mm) OR BASEMENT FOR EMERGENCY ESCAPE. MINIMUM OPENING 5.0 SF ON INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET (2.8m2). SHALL BE IN COMPLIANCE WITH N1103.6 (R: 403.6.) AND CONTAIN 1ST FLOOR AND 5.7 SF ON OTHER FLOORS. MIN. H=24", MIN W=20", LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TDP OF THE AUTOMATIC OR GRAVITY DAMPERS TO SEAL WHEN NOT IN USE MAX 44" AFF ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.. CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE MEMBERS. SECTION R311.7.2 - HEADROOM ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES NOTE: AT MOST, 75% OF INSTALLED LIGHTING FIXTURES TO BE THE MINIMUM HEADROOM IN ALL PARTS OF THE STARIWAY SHALL PARALLEL ROWS OF STUDS OR STAGGERED STUDS. BY 30 INCHES (559mm BY 762mm) AND SHALL BE LOCATED IN A NOT BE LESS THAT 6 FEET 8 INCHES MEASURED VERTICALLY FROM 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. WHERE LOCATED IN THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP A WALL, THE OPENING SHALL BE NOT LESS THEN 22 INCHES WIDE BY 30 FLOOR SURFACE OF THE LANDING OR PLATFORM CEILINGS AND COVE CEILINGS. INCHES HIGH (559mm WIDE BY 762 mm HIGH). WHERE THE ACCESS IS 3. IN CONCEALD SPACES BETWEEN STAIR STRINGERS AT THE TOP LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SECTION R314/R315/AJ5ol.6/AJ6ol.8/AM7oi.3/AJ8ol.3- AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SPACE SHALL BE 30 INCHES 762mm AT SOME POINT ABOVE THE SHALL COMPLY WITH VENTS, ACCESS MEASURED VERTICALLY FROM )THE BOTTOM OF CEILING FRAMING SMOKE AND CO ALARMS 4. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING CARBON MONOXIDE ALARAMS TO BE PROVIDED ON EACH LEVEL WITH AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE PF FLAME MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE SLEEPING ROOMS OR FUEL BURNING EQUIPMENT. AND PRODUCTS OF COMBUSTION. MECHANICAL EQUIPMENT IS LOCATE IN ATTICS. SMOKE ALARMS TO BE PROVIDED IN EACH SLEEPING ROOM, OUTSIDE 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE EACH SLEEPING ROOM AND ON ALL FLOORS §RR1001.16. SECTION R702.7-VAPOR RETARDERS 6. FIREBLOCKING OF CONICES OF A TWO-FAMILY DWELLING IS Chapter 10 - Fireplaces IN ALL FRAMIED WALLS, FLOOR AND ROOF/ CEILINGS COMPRISING REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R1001 - R1006 Chimneys and Fireplaces ELEMENTS OF THE BUILODING ENVELOPE, A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION All installations of chimneys and fireplace to adhere to the SECTION R4o5.2.2 -VAPOR RETARDER following sections of Chapter 10 of Residential Building Code of New York A 6-MIL-THICK POLYETHYLENE MOISTURE BARRIER SHALL BE WATER CLOSET State including but not limited to: APPLIED OVER THE POROUS LAYER WITH THE BASEMENT FLOOR OR BIDET CONSTRUCTED OVER THE POLYETHYLENE. 15 IN.--�+-►� WALL 15IN WALL WALL R1001 : Masonry Fireplaces R1004: Factory-Built Fireplaces R1002: Masonry Heaters R1005: Factory-Built Chimneys SECTION R406.1 - CONCRETE AND MASONRY FOUNDATION DAMPROOFING. R 10 0 3: Masonry Chimneys R 10 0 6: Exterior Air Supply EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY R406.2, FOUNDATION WALLS p 30 IN. THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW Tub GRADE SHALL_ BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" PORTLAND CEMENT 121LIN.* 21IN* 30IN.PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE EARANCE 21 IN CLEARANCE WALL MIN. R402.4.2 FIREPLACES. NEW WOOD-BURNINGSECTION R403.6 MECHANICAL VENTILATION DAMPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC CLEARANCE FIREPLACES THAT ARE DESIGNED TO ALLOW AN (MANDATORY). THE BUILDING SHALL BE PROVIDED MODIFIED CEMENT, 1/8" COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM OPEN BURN AND NEW WOOD-BURNING FIREPLACE WITH VENTILATION THAT MEETS THE REQUIREMENTS C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN §R406.2. CONCRETE TUB UNITS THAT ARE DESIGNED TO ALLOW AN OPEN OF THE THE 2020 NYS RESIDENTIAL CODE OR WALLS SHALL_ BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED 24 IN.CLEARANCE IN BURN SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR WITH OTHER APPROVED MEANS OF VENTILATION. FRONT OF OPENING TIGHT-FITTING DOORS. TIGHT-FITTING DOORS USED OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE DAMPROOFING MATERIRALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SHOWER ON A FACTORY-BUILT FIREPLACE LISTED AND AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE R406.2 TO THE EXTERIOR OF THE WALL. WALL LABELED IN ACCORDANCE WITH UL 127 OR ON A WHEN THE VENTILATION SYSTEM IS NOT OPERATING. FACTORY-BUILT FIREPLACE UNIT LISTED AND LABELED IN ACCORDANCE WITH UL 127 SHALL BE R 307 . 1 MINIMUM FIXTURE CLEARANCES TESTED AND LISTED FOR SUCH FIREPLACE OR FIREPLACE UNIT. TIGHT-FITTING DOORS USED ON A MASONRY FIREPLACE SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907. 4" ROOF NEW WOOD-BURNING FIREPLACES THAT ARE DESIGNED VENT Jli TO ALLOW AN OPEN BURN AND NEW WOOD-BURNING FIREPLACE UNITS THAT ARE DESIGNED TO ALLOW AN OPEN BURN SHALL BE PROVIDED WITH A SOURCE ATTIC SPACE OF OUTDOOR COMBUSTION AIR AS REQUIRED BY THE FIREPLACE CONSTRUCTION PROVISIONS OF THE 2020 INTERNATIONAL BUILDING CODE (AS AMENDED), THE _ BATH 2020 NEW YORK RESIDENTIAL CODES, AS - � RELOCATED APPLICABLE. 2" 3., 2„ LAV I 4" ROOF 4)0 WC J`VENT TU B SECOND FLOOR 2" 3" 2" CO 3" BATH M. BATH RELOCATED 1 _ KITCHEN - --T - I - RENOVATED „ 2" F L­ RENOVATED I 3 4 2'i I3" 4„ 2„ LAV SINK DW LAVS WC " WC TU B 1 FIRST FLOOR HWR t � COI 2 3 3„2 2 I CO 2 3 3„ 2 I CO 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. 2„F 2 CRAWL SPACE # : D TE: 11 REVISION DESCRIPTION: BY: LAUNDRY WA HER PUMP GAGLIANO RESIDENCE SANITARY SYSTEM, TO EXISTING, 535 BIRCH LANE CUTCHOGUE NY 11935 • 2„ BSMT FLOOR NO � INCREASE IN BEDROOM COUNT � , �. c.�,��� J A M E S DE LUCA ARCHITECT '' `� 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 C ._ TEL: (631) 367-7011 0. RISER DIAGRAM I '��� � DATE: PROJECT: DRAWN BY: PLUMBING � aR Scale: n . t. S. COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE ION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 L_ ................... -- ----- ---- cfm _... -_ —i i...._.....__.............._..i I S / D/CM —_ . �.......................... _ � ' / . . 1 'moo I , OSD I L EXISTING ELECTRIC TO REMAIN, ADD FIXTURES AS PER OWNER'S S-� _ DIRECTION AT WALK-THROUGH, I � INVOICE ADDITIONALLY I 1 I I ....................._.... I i I I � _ ; SD ! I ...._.-...... _.._____._._.._..__... __.. 'I S- 100 /OPEN PEWp WSD/CP ' c ` — Q Il I I *ADD lH lJ - -- - I l � � ftl��)cfm ... SD l : I I .._........-----I _ .. ... --- F I R S T FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4 - 1 '- 0" SCALE: 1 /4 - 1 '- 0" ELECTRICAL NOTES: ELECTRICAL FIXTURES LEG=ND ® CEILING EXHAUST FAN (SEE PLANS FOR CFM RATING) - ELECTRICAL CONTRACTOR TO DO PRELIMINARY WALK-THROUGH - ALL HI-HATS TO BE 4" LED CANS, WHITE BAFFLES AND TRIM 100 CFM KITS FOR ALL OUTLET, SWITCH AND FIXTURE LOCATIONS PRIOR TO GARAGE DOOR OPENER INSTALLING ROUGH-IN BOXES W/ OWNER OR OWNER'S - PROVIDE WHOLE HOUSE SURGE PROTECTOR =lt�r DUPLEX OUTLET; GFI IN KITCHEN AND BATHROOMS; SD REPRESENTATIVE - BASEMENT TO HAVE SEPARATE 100 AMP SUB PANEL 48" ABOVE SLAB IN GARAGE. • SMOKE DETECTOR: CARBON MONOXIDE (SD/CM) - PROVIDE CABLE AND PHONE JACK & USB OUTLET IN EACH � - ELECTRICAL CONTRACTOR TO DO WALK-THROUGH FOR ROUGH-IN 220V OUTLET FOR DRYER PHONES PHONE LOCATION BOX LOCATION SIGN OFF W/ OWNER OR OWNER'S BEDROOM, OFFICE, LIVING SPACES, LAUNDRY ROOM, AND AS -g- REPRESENTATIVE PER PLAN. DECORA STYLE SWITCHES BY "LEVITON" CABLE CABLE LOCATION - PROVIDE 2X" CONDUITS OUT TO FRONT & REAR YARD FOR - ELECTRICAL CONTRACTOR TO DO WALK-THROUGH FOR SWITCH `DIM" DENOTES DIMMER CONTROLS PRIOR TO RUNNING SWITCH LEGS W/ OWNER OR FUTURE LIGHTING 463" DENOTES 3 WAY SWITCH LOW VOLTAGE (PIN SPOT) ' - PROVIDE TIMER SWITCH IN BASEMENT FOR LANDSCAPE LIGHTING "4" DENOTES 4 WAY SWITCH OWNERS REPRESENTATIVE - PROVIDE WALL OUTLETS TO CODE: COORDINATE WITH INTERIOR O +__ CEILING FAN LOCATION - ELECTRICAL CONTRACTOR TO VERIFY ALL LOCATIONS FOR USB DESIGN HEIGHT AND ORIENTATION ABOVE FINISHED FLOOR (IE: HI-HAT OWNER TO SELECT, WATTAGE AND MANUFACTURER CHARGING OUTLET LOCATIONS WITH OWNER PRIOR TO ROUGH-IN IN BASEBOARD OR ABOVE, HORZ/VERT) FLOOR DUPLEX OUTLET W/ OWNER OR OWNER'S REPRESENTATIVE �} WALL SCONCE OWNER TO SELECT MANUFACTURER - PROVIDE LIFT MOTORS AT ALL HANGING FIXTURES IN CATHEDRAL - OUTLETS NOT TO BE INSTALLED TO INTERFERE NTH EXTERIOR SPOT LIGHT LOCATION CEILINGS BACKSPLASH TILE WORK OR VANITY MIRROR LOCATIONS. VERIFY HANGING FIXTUREOWNER TO SELECT MANUFACTURER � � - PROVIDE IN BID TO INSTALL ALL OWNER PROVIDED FIXTURES, HF FLOURESENT FIXTURE ALL LOCATIONS AT WALK-THROUGH FANS, SCONCES, ETC. } EXTERIOR WALL MOUNTED FIXTURE, FIXTURE TO BE - ALL SWITCHES TO BE LUTRON AND LUTRON MAESTRO DIMMERS. WATERPROOF, OWNER TO SELECT MANUFACTURER NOTE: OWNER TO VERIFY WITH ELECTRICAL CONTRACTOR WHICH LEGS SMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED OF 3 & 4-WAY SWITCHES TO BE ON DIMMERS. ® SURFACE MOUNTED FIXTURE; OWNER TO SELECT OUTSIDE EACH SLEEPING AREA, IN EACH SLEEPING ROOM AND SM MANUFACTURER ON EACH FLOOR LEVEL (SHOWN ON PLANS AS SD) AS PER STATE CODE R:317/ AJ102.3 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 2 4-24 ISSUED FOR PRELIMINARY BID T.M.M. # : TE: REVISION DESCRIPTION: BY: __. GAGLIANO RESIDENCE .� 535 BIRCH LANE CUTCHOGUE NY 11935 .� I X_ A JAMES DE LUCA ARCHITECT „t 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 9" TEL: (631) 367-7011 DATE: PROJECT: DRAWN BY: COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gogliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 5'-8" q — — — — — — — — — — — — —� 12" SONO TUBE PIER S3 AONDTING WCB44 POST SEA44 TS " — — NN 2x8 DJ, 16"OC J — O W/ (2) 2x8 GIRDER o i I N I EXISTING BURNER TO BE REPLACED WITH HIGH V) EFFICIENCY GAS FIRED UNIT BY WE_IL MCLAIN OR EQUAL Of Up EXISTING PORCH FRAMING TO Utllity IEZOOn1 — o � REMAIN UNCHANGED X Unfinished Cellai Space N I - ) - Imo- H U 7 U it O Of O CO O O X X N N Garage Cw 14 Ex. Crawl Sp. I �t PROVIDE STACKING RET. BLOCK UNITS TO CREATE EGRESS WELL 4' 9 A S3 FOUNDATION PLAN 1) Scale: 1 /4 1 '- 0" FOUNDATION NOTES: SECTION R4�35.2.2 - MOISTURE BARRIER 1. EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND A 6-MIL-THICK POLYETHYLENE MOISTURE BARRIER SHALL BE SUCH OTHER WORK AS MAY BE NECESSARY TO THE APPLIED OVER THE POROUS LAYER WITH THE BASMENT FLOOR DEPTHS AS SHOWN ON THE DRAWINGS. ALL TRENCHES FOR CONSTRUCTED OVER THE POLYETHYLENE. FOOTINGS, FOUNDATIONS, ETC. SHALL HAVE LEVEL, SOLID AND UNDISTURBED BOTTOMS. SECTION D6.1 - CONCRETE AND MASONRY FOUNDATION DAMPROOFING. 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN R4 EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY R406.2, FOUNDATION WALLS SOIL AT MINIMUM BEARING BEARING SOIL CAPACITY OF (1)ONE TON PER SQUARE FOOT WITH A MINIMUM OF 4'-0" THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW COVER. GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED 3. ALL CONCRETE SHALL BE 3,500 P.S.I. GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8" PORTLAND CEMENT 4. WHERE THE WALLS ARE POURED TO GRADE, AND WATER PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE PROOFED, THE CONTRACTOR SHALL BACKFILL AGAINST DAMPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC THEM WITH CLEAN EARTH. CARE SHALL BE TAKEN TO MODIFIED CEMENT, 1/8" COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM BRACE AS REQUIRED TO PREVENT CAVE-INS. BACKFILL TO C 887 OR ANY MATERIAL PERMITTED FOR WATERPROOFING IN §R406.2. CONCRETE BE FREE OF WOOD, TRASH, ETC. WALLS SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS DAMPROOFING MATERIRALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE WATER R406.2 TO THE EXTERIOR OF THE WALL. PROOFED WITH AN ARCHITECT APPROVED PRODUCT 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH (3) #5 REINF 7. ALL WALLS TO BE REINFORCED WITH (2) #4 BAR @ TOP, MID ** NOTE ** HGT, AND BOT OF WALL & VERTICAL #4 BAR @ 32"OC R:302.13- E"IRE PROTECTION OF FLOORS 8. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR TJI FLOOR ASSEMBLIES SHALL BE PROTECTED WITH CONTENT (PERCENT BY VOLUME) SHALL NOT BE LESS 1/2 GWB MEMBRANE ACROSS ENTIRE BASEMENT THAN 5 PERCENT OR MORE THAN 7 PERCENT CEILING OR ROCKWOOL INSULATION BATTING BETWEEN JTS 9. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. LUMBER. 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. Is 2- 24 ISSUED FOR PRELIMINARY BID T.M.M. # : D E: REVISION DESCRIPTION: BY: STRUCTURE NOTES: NOTE: PROVIDE FIREBLOCKING AS PER CODE R302.11 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND G A G L I A N O RESIDENCE PROVIDE DRAFTSTOPPING IN FLOOR ASSEMBLIES AS REQUIRED R302 POSTS ABOVE. y /. a BIRCH LANE CUTCHOGUE NY 11 DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND 535 935 STAIRWELL OPENING. (PROVIDE TECO JOIST HANGERS AS REQ'D) u ,. qyy JAMES DE LUCA ARCHITECT 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS 29 MAIN STREET COLD SPRING HARBOR NEW YORK 11724 LVL, GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO THE FOUNDATION, FTG'S AND OTHER STRUCTURAL GIRDERS TEL: (6 3�) g 6 7-7 0 OR HEADERS AS NECESSARY � ► 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM DATE: PROJECT: DRAWN BY: SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES OR COVERED PORCHES, ETC. COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gogliono_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — A S3 SECTION OF EXISTING ROOF RAFTERS TO BE PROPOSED OVERFIRAME GABLE, REMOVED REMOVE ANY/ ALL COMBUSTIBLE MATERIALS PRIOR TO FRAMING 1 c ...... ....... .. ..... ....... 2x6 CT lo e- PROPOSED OVERFRAME GABLE, _f EXTEND WALL FRAMING @ 48"OC ...... UP TO EXISTING REMOVE ANY/ ALL RAFTERS COMBUSTIBLE MATERIALS PRIOR — — — — — — — — — — TO FRAMING _I'T Ld TF 1 L1_ y__- a I I 1 0 EXISTING RR TO C-4 0 0 z N REMAIN v- . 0 D D 7: 7, r C14 % jr Co r Woo C5 x 00 Ld \-- EXISTING CJ TO NEW 2x8 Ci 1100 Of _w x X2 7 LL_ ax R:38 BATT Co a Ld w I I 'to Lj REMAIN:2 a to LLj X: . .... w C5 q- it 5; C (N — O_ C14 N U) LL_ .2 2"xlO" R.R. 0 V w X to w EXISTING EXT. W x (n WALL TO REMAIN A o Ld w U) J 0 16 O.C. o w NEW 2x4 FRAMED -——————————-- --———— —————— U V) INTERIOR PARTITION x NEW WINDOW 0 SLOPE 12:12 UNIT SOUND IN LLJ W su'. kl� N L E NG RR TO XIS REMAIN "00 .......... ... ...I Bedroom Bedroom OST , -H 11-8" II J�' RIDGE1, lo R:15 REMOVED LOW -J L —— -—————— 7 KNEE WALL ALIGN R:19 EXISTING RIDGE TO REMAIN 'I I EXISTING RIDGE ADD SOUND BATTINSUL. ADD SOUND BATT INSUL.,\ -- — — — — — —— — — — — — — — — — —v— — — — — RIDGES — — — - — - — - — TO REMAIN 1 -- — — — — — — — — — — — — — — — — — — — — — — — — — —L17 EX. FLOOR STRUCTURE EX. FLOOR STRUCTURE ROOF (9 LU Li ADD DOUBLE ADD DOUBLE OF Sol 11) RO CRICKET of i ROW OF SOLID 'KING BLD� L BLOCKING R.R.I ET 26X >1 I j 1 C� i �! 0 O.C. x1 0" R. C14 16" R. Kitchen w q 7: A 16" O.C. 0 .6- J --————————— C14 2 I SLOPE 12:1 —F-00 P h 04 T11 h T Den Space I x LLJ"o SLOPE 12:12 C5 e4 a- 11 1 1 .1 Xi I 00 0 x 12"xi 0" R.R. x _j w 6 16" O.C. OPTIONAL w 0 -I F w SHED DORMER, 9' �&Pir­-I2i 12 PROVIDE L 2"A R_.R — EX. FLOOR STRUCTURE EX. FLOOR STRUCNRE PRICING AND COORDINATE L 77 1 WITH OWNER T——— _j EXISTING STL BM DOUBLE UP FLR L——————— INCLUSION TO TO REMAIN JTS UNDER SCOPE EXISTING FDN ISLAND LOCATION 2"A 0" R.R. C14 WALL TO REMAIN o ® 16 O.C. EXISTING SLAB / 01 00 Unfinished Basement -N-i 91 ax Rio w PROPOSED OVERFRAME GABLE, TO REMAIN x SLOPE 12:12 w Cq C-4 a- EXISTING GRADING TO REMAIN 01 0 REMOVE ANY/ ALL A >� -i x 2"x8" R.R. 2"x8" R.R. R.R. 7> 1 1 2"x8" R. w U) COMBUSTIBLE MATERIALS PRIOR < PROVIDE STACKING 0 16" O.C. 0 16" O.C. �S3 4 0 Q> TO FRAMING CREATE EGRESS WELL, 16" 0.C. 0 16 . k RET. BLOCK UNITS TO 6" GRAVEL I L L SLOPE 6-1/2:12 SLOPE 6-1/2:12 SLOP 2 SLOPE 12.12 VERIFY AND BASE 0 8" SET ON 6" RCA MATCH EX. BELOW SILL LEVELING PAD PITCH HGT. rA BUILDING SECTION S3 Scale: 1 /4 1 '- 0 ROOI-4 FRAMING PLAN SCALE: 1 /4" 1 '- 0" STRUCTURAL NOTES HEADER SCHEDULE ROOF FRAMING LEGEND 1. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO 5.THE STRUCTURAL WOOD FRAMING MEMBER SHALL BE STAMPED 10. PLYWOOD SHEATHING AT FLOORS TO BE -/,"APA RATED 48/24. ALL MATERIAL FOR WOOD FRAMING TO SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE NEW AND GRADED AS FOLLOWS: SLOPED ROOFS SHALL BE SHEATHED WITH 5/8" APA RATED 24/0 HAVE A MINIMUM F13 OF 1000 PSI A. RAFTERS: YORK STATE RESIDENTIAL BUILDING CODE AND REGULATIONS: RAFTERS & JOISTS: DOUGLAS FIR N0.2 OR HEM FIR NO. 2 EXTERIOR GRADE AND WALLS WITH 1/2" NOMINAL LUMBER SIZE SPANS 2" X 10 1" RR, @ 16" O.C. LIVE LOADS: DEAD LOADS: STUDS: DOUGLAS FIR NO. 2 OR HEM FIR NO. 2 11. FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL (2) 2XI5 UP TO 4'0" SLOPED ROOFS 20 PSF ROOF AND CEILING 15 PSF LENGTH STEEL PLATES BOLTED TO WOOD MEMBERS WITH %" DIA., (2) 2X8 4'0'!--6'0" B. RAFTERS: TERRACE/FLAT ROOF 60 PSF EXTERIOR WALLS 15 PSF 6.LVL'S AND TJI'S SHALL BE AS MANUFACTURED BY TRUSS JOIST BOLTS 24" O.C. STAGGERED. (2) 2X1 0 6'0'!--8'0" 219 X 8" RR, (g-) 16" O.C. FLOORS 40 PSF INTERIOR WALLS 10 PSF MAC MILLIAN CORP. LVL MEMBERS TO BE 1 3/4" X WIDTHS OR SOLID PSL MEMBERS OF THE SAME SIZE. PROVIDE TJI BLOCKING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELEVATIONS. (2) 2X1 2 8'0'�—10'0 2.CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS AND DO NOT SCALE THESE DRAWINGS. NOTIFY ARCHITECT OF ANY C. RAFTERS: COMPRESSIVE STRENGTH OF 3500 PSI IN DROPPED BEAM SUPPORTS. DISCREPANCIES BETWEEN DRAWINGS. *NOTE: ALL SIZES CALLED OUT ON ANY OF THE 299 X 6"1 RR, @ 16" O.C. 28 DAYS. 7.PROVIDE TWO STUDS EACH END OF ALL BEAMS UNLESS NOTED 13. PROVIDE SOLID BLOCKING BENEATH ALL BUILT UP POSTS. FOLLOWING DRAWINGS WILL SUPERCEDE THIS 7�.-ALCONTR�AC_P9R_LTU EUBMIJONTHEDIWOCAD INORGANIC OTHERWISE. SCHEDULE. -A�ok A6WAA1P�ft\k�_b1jWI qAftWT Of C�OO PSF. 14. PROVIDE 2" CLEARANCE FROM WOOD FRAMING TO MASONRY &STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR FIREPLACES. RIDGE BEAMS, HIPS, VALLEYS: 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. CQ%tNfRDF PM@AE 4TALPWNP AINP17 3'-0" BELOW GRADE OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE CCA 1 3 TOD�3OLIDING-ADERAWMEMTitRRt3RcTOD(�.-ORBED SOIL OR PRESSURE TREATED LUMBER. 15. ALL STEEL BEAMS AND FLITCH PL'S TO BE ASTM A36 STEEL. /499 X 11 7/899 MICRO LAMS, U.N.O. J--4-24 ISSUED FOR PRELIMINARY BID T.M.M. SOLID ROCK WITH A MINIMUM BEARING CAPACITY OF 2500 PSF. PROVIDE VENTING AT ALL RIDGES w STEP FOOTING 1' VERTICAL ON 2' HORIZONTAL. 9.PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL 16. PROVIDE 1" +/— NON SHRINK GROUT BELOW ALL BEARING AND # : 11 JDATE: REVISION DESCRIPTION: BY: FLUSH FRAMED MEMBERS. HANGERS SHALL BE THE BASE PLATES. APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED NUMBER OF FASTENERS. — G A G L I A N O RESIDENCE 535 BIRCH LANE CUTCHOGUE NY 11935 NOTE: FRAMING PLANS TO BE USED AS A NOTE: AS PER PART 1265 TO TITLE 19 OF JAMES DE LUCA ARCHITECT THE NEW YORK CODES, RULES AND 29 MAIN STREET COLD SPRING HARBOR NEW YORK DIAGRAM, CONTRACTOR TO FIELD VERIFY REGULATIONS (NYCRR) THE SIGN AND 11724 ALL BEAM AND HEADER LENGHTS PRIOR TO ORDERING. FIELD, FLOOR PLAN SYMBOL NOTIFYING LOCAL CODE ENFORCMENT TEL: (631) 367-7011 DIMENSIONS AND LAYOUTS SUPERCEDE AGAENIES THE PRE—ENGINEERED WOOD DATE: PROJECT: DRAWN BY: FRAMING PLANS CONSTRUCTION IS USED IN A RESIDENTIAL STRUCTURE, MUST BE PLACED TO EXTERIOR OF STRUCTURE COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliono—proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 ---- -_..--.._..._..-...-_-_,__.._._.�.-.-__..�__.._,_._.______-_-"._..........,_._.....-....-- ._.._-._.-"__.._-.,-._ ... .......- ... ---___ _..-... ...-..__._,___.__...-__.. -_ Table A-3.4 Uplift Strap Connection Requirements(Roof-to-Wall, EXp®���•� Tabie 3.10 Roof Sheathing Attachment Requirements for Wind Ex ����� RIDGE TENSION STRAP .-- ;axe fKont{nuoua `'', r. Table 3.1 Nailing Schedule I.STA-i8, USE -SD NAILS latelysl•baraae•pt..$.00, :..,sa erGeiltn Wall-tO-Wally and Wall-tO-Foundation) Loads _. IN EACH END AT EAGEi g JDiat Numberof Number of (Prescriptive Alternative to Table 3.4) •• ROOF RAFTER REFER - �w16d i Joint Oescriptiorl Common Nails Box Nails Nail Spacing Dead Load Assumptions:Roof/Ceilin Assembl DL=15 psf TO TABLE Il_ 4+ 6• DL. 7-10d Its. �b1e End,Trua_. . 1 3-4 FOR#6 OF ,,, 11,. tom- g Y 700-yr.Wind Speed 3-second gust(mph) 110 lis 120 130 1a0 150 i66 170 180 195 NAILS REQUIRED 114 (3t7- I)>r/�O t . ROOF FRAMING':' . '.. - '" 700-yr.Wind Speed 110 115 120 130 140 ISO 160 170 180 195 STR CTURAL SHEATHING '�DWLIZTEC� ' Rafter to Top Plate (Toe•nailed) (see Tabie 3.4A} (see Table 3AA)J per rafter 3 second gust(mph) +�{ HOLD D4f+�l A►.5IDFa 0-ed'NallI ' I Ceiling Joist to Top Plate (Toe nailed) (see Tabie 3.4A) (see Table 3.4A) per joist E F E F E F E F E F E F E F E F E F E F I Ceiling Joist to Parallel Rafter(Face-Waited) (see Tabie 3.9A) (see Table 3.9A) each lap framing Sparing(in.) Roof Span Number of d Common Nails or lOd BozNails Rafter/Truss I • (ft.) in Each E d of 1-1/4"x 20 gage Strap t Framing Rafter/Truss .� Ceiling Joist Laps over Partitions (Face-nailed) (see Tabie MAI (see Table 3.9A) each lap Sheathing Location Maximum Nail Spa ng for 8 Common Nails or 10d Sox Nails(inches,o.c.)z t,• , Collar Tie to Rafter(Face-nailed I (see Table 3.6) (see Table 3.6) per tie 12 1 1 1 2 2 2 2 3 3 4 Specific Spacing(in.) ;� i Blocking to Rafter(Toe-nailed) 2-8d 2-Sod each end 16 1 1 1 2 2 2 3 3 4 . 4 Gravity,G ( 8d•Cooler:Nafte•at 1A"ao.. -,l <,;a: <2-...-., .,y:.- :3.�::,o . .-., x•.:,,: _;,.z:, inn : ;hz<.,�.,4 . ,M, T : ,_�, :. Yr:.,r....i,' II Rim Board to Rafter End-nailed'I 2-16d 3-16d each end 20 %:3 ,•,'. :2,,.. 2` ""2; :, 5,;, # ``:4 `- R 12 6 12 6 12 6 12 6 12 6 12 6 1z 6 12 6 12 6 12 6 RAFTER x"x4"9took»afied:te each !! I t ,g ',-%. _ " ';'' ",'ca.�i"": 1 • fliracle' �4'110d smile i d.3'`_'?' '::3; '' `¢: 6; 16 12 6 12 6 1 fi 12 12 6 2 . i6 2d" 1° x 1" 2s';,=1' 4' 1 6 12 6 12 b 12 6 2 . . i a 6 A 0 9 W L FRAMING. 'x i 19.2 1 :. `. 2 6 12 6 6 12 6 2 1 ,at': `.2: ,.2�,� 3.,.'<rt '�`A'''' -5-' •'$- '.Y':°„ 6 2 6 12 6 12 6 12 '28; R 2' 3` 12 . Top Plate to Top Plate (Face-nailed) 2-16d 2-16d per foot .•,.:, ,... :<,.,..,:.': .:.* _...:..`, _ ,,,„, <,32 1 2 2. 2 3 4 4 S 6 7." Interior Zone 24 6 12 6 12 6 2 6 12 6 1 6 12 6 i2 6 12 6 12 6 12 f .ayp¢IB1t B08rd" .{ I Top Plates at Intersections(Fade-nailed) 4-16d 5-16d joints-each side 36 2 2 2 3 3 4 5 6 7 8 12 6 2 6 12 6 12 6 12 6 12 12 6 12 6 12 6 6 12 Ud Caeferptstls ai'7"D.a. ' 2b QajL49, ap: ? TYPICAL CORNER i ;sotJd ival►a Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.C. 1 prescriptive limits are based on assumptions in Table 3.4. 0.42 16 6 1 6 12 12 6 12 6 12 6 2 6 12 6 12 12 6 12 ' '• Header to Header(Face-nailed) 16d 16d 16'o.c.along edges 19.2 6 i 6 12 6 12 6 12 6 12 6 6 12 6 12 12 6 12 TIE-DOWN PLAN DETAIL . - . . ' I . 2 Tabulated uplift connection requirements assume a roof and ceiling assembly dead load of 9 psf(0.60 x 15 psf=9 psf}. If a ceiling assembly .. Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud is not present or if the ceiling assembly is not connected to the roof assembly,the tabulated number of nails shall be increased by 1 nail at 24 6 12 6 12 6 12 6 12 6 12 6 12 12 6 6 6 6 6 RIDGE SEAM CSC j M$fir . swwall Studs, each end of the strap. 12 6 12 1 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 ' • BottomPlateace-nailed) ,BanclJoist,Endjoist 2-16di'' 2-16diz per foot 049 9. 6 12 6 2 6 12 6 12 6 12 6 6 6 6 6 b 6 6 RJnCD ;E `TENSION STRAP ]DETAIL - ' or Blocking(Face-nailed) a connected se a rod p n eq 1 to twice th j k rafter i gt . j rafter I gt includes the overh g gt • . i . r' : FLOOR FRAMING ,.;. -• Perimeter g Zone .. : ' dhj v , r 3 Minimum ASTM A653 Grade 33 steel strap. 19 Z 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 For jack rafter uplift ns u f s a ua a ac en h The ack en h an fen h Ede 24 6 12 6 2 6 6 6 6 6 6 6 6 6 4 4 4 4 4 - - i ; an t o ack span. 12 6 12 1 6 12 6 12 6 6 6 6 6 5 6 6 6 6 �I��.,f 6 � I • 1 I ! Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist 0.42 16 6 12 6 12 6 12 6 6 6 6 6 6 6 6 4 4 4 4 ' . • . ;,�_:?._:,_iPREDEFLE TAD " F� }Ift@f°$•�8 ;aC®iI f1 :biraci�I Ab1B®ridW�- •I Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Table 3.5A Top and Bottom Plate to Stud Lateral Connections EXpQS�re 19.2 5 12 6 6 6 6 6 6 6 6 6 a 4 4 4 4 3 3 FlO�.0 DOY '1 51 r. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end for Wind Loads r 24 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 i . `� i Blocking to Sill or Top.Plate(Toe-nailed) 3-16d 4-16d each block (Prescriptive Alternative to Table 3.5) Gable Endwall Rake or 0.49 . 6 6 6 6 6 6 4 4 LSTA 18 q i6- O_C: P'R0N7IZ]E ;f l . . Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Rake Truss with up to V 1 • • , • . Joist on Ledger to Beam(Toe-naked) 3-8d 3-10d per joist 6-loci NAILS ( EACH nWID ', Band Joist to Joist(End-nailed) 316d 4 i6d per Joist Rake Overhang p,q2 6 6 6 6 a 4 4 3 �' m ANGMOR BOLT „ ` Band Joist to Sill or Top Plate(Tee-nailed) 2-16dt 3-16d per foot 700-yr.Wind Speed 110 115 120 130 140 150 160 170 180 195 STRAP INTO ST UD t T � j--�TU I/Z��+�Ii`IG 3-second gust{mph) ARD SHEATHING EACH STL7D) » IG PLATE ,. , , ROOF SHEATHING . :_"., Stud RafterJTruss 1 i Wood Structural Panels Sd 10d (see Table 3.10) i z Sheathing Size Minimu Numb of 8d Common Nails Per Support w Z^ 1/2 CDX EXTERIOR ; .. i Spacing Wall Height(ft) Required Number of 16 Commo Nails or 40d Box Nails per Stud to Plate Connection' Spacing(in.) , SHEATHING TO BE ' ..• . I C.NW Diagonal Board Sheathing (in) ix6 or ix8 Sheathing 12-19.z 2 2 2 2 2 2 2 2 2 z NAILED TO BOX �R pq j�y ' 1"z6"or1"x8" 2-8d 2-lOd per support $ 2 2 2 2 2 2 2 2 ix10 ortarger5heathing 12-19.2 3 3 3 3 3 3 3 3 3 3 ' 1"x10"or wider 3-8d 3-10d per support , , ` . • • - CEILINGSHEATHING. 10 2 2 2 2 2 2 3 :, :'- -;. E Nail spacing at panel edges(in.} n ..' 2 . :�°": F Nails arJn at intermediate su ort in the n I i ter 7"ed SO"fi Id ; 4, p g pp s pa a field(in.) G sum Wallboard 5d coolers 5d coo s ge/ e H,' . Yp t 1 `• 16 4 2 '2:. 3 ;,• .,' WALL HEAT ING .. _ w S H .:`.. -i r r f h h' h r' 1 Fo 0o s eathin wrt m 4 f et f m r 1 e o t e e ate ed a of he roof in i 4 , t curio f n a i f eat o e ch s de r f o the oo ea i g g , kthe4f arm P dot eter d g e e fi P . 4 10+ see ab e 3 11 h 'r 1 Wood Structural Panels 8d d ( ) zone attac merit re w ements she i be used. y ' 18 '.,.2>-' <,>2 A ., 2.:-., <';�3-�, �..3<. " 4,... ,w 4,.;, q �+ A�lGIdOR80LT -``�-`,_ •�� ' Structural Fiberboard Panels 2 for wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional joists(3joists total). ' 1/2" 11 ga.galy. roofing nail - 3"edge/6"field 20 2 2 2 2 3 3 3 4 . , ---__.-_ .-------------------.-.-.----..............----.-.._..------ - - , . 'CYPIGAL GdRNER `�` I i (0.120"x1-i/2"long x 7/16"head) 1 Prescriptive limits are based on assumptions in Table 3.5. Table 3.11 Wall Sheathing and Cladding Attachment EXpogu re - - . : , ' • TIE-DOWN SEGTIDN DETAIL . I ' 25J32" 11 ga.gaiv. roofing nail 3"edge/6"field 2 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located Requirements for Wind Loads i� ) ` • (0.120"xl-3/4"long x 3/8"head) within 8 feet of corners. - _ '. •• , r, %ij4(I:t rtOIIE •_ j . i Gypsum Wallboard 5d coolers Sd coolers 7"edge/30"field , Table A-3.6 Ridge Tension Strap Connection Requirements for EX ����� 700•yr.Wind Speed 3-second gust(mph) 110 11S 120 130 140 150 160 170 160 195 • ' Hardboard 8d 8d (see Table3.11) Wind ' Particleboard Panels 8d 8d (see manufacturer) STR CTLIRAL SHEATHING • - `r sr Z"-I6d COMMON - (Prescriptive Altemative to Table 3.6) ' . Diagonal Board Sheathing E F E F E F E F E F E F E F E F E F E F a5IMP5pN" HD U NAILS ® b" fire. Dead Load Assumptions:Roof/Ceiling DL=15 psf l (2)U HEADM OR- • i"x6"or 1"x8" 2-8d 2-lOd per support - , Stud Spacing s , , PO� �� I-ENT)I i Sheathing Location Maximum Nail sp dng for 8 Common Nails or 10d Box Nails(inches,o.c.)z t�V4 1"x10"or wider 3-Sri 3 lOd per support (inches,o.c.) �� 700 yr.Wind Speed 310 115 120 130 140 150 160 170 180 195 12 12 6 12 6 6 12 6 12 6 12 6 12 6 12 6 12 6 12 „` ss• I . OF STUD �) ' FLOOR SHEATHING r : 3-second gust(mph) rkL�•i T�ETA 3 O 16 ,O.C.,'�?ROVIDF. Interior Zone 16 6 2 6 12 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 t I T GT�<<+�+i. , Wood Structural Panels Roof Span ra,sasaz 24 6 12 6 _ 6 12 6 12 6 12 6 12 6 12 6 6 6 6 - 6 _ ' 6-�oei NAILS (g EACH END OF :1 • ' 1"or less 8d lOd 6"edge/12"field Roof Pitch , ft Number of 8d Co on Nails r 10d Box Nails in each end of i-1/4"Strap y y; S�C'R AP =N,I.O STL7 D TYP i I PI155 COLL914 .eater than 1" 30d 16d 6"ed e/12"field 12 6 12 2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 • g g 12 1 1 1 2 2 2 2 3 3 4 Perimeter Edge Zone 16 6 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 s F ACH ►-STUD . •• ' Diagonal Board Sheathing 16 1 1 2 2 2 3 3 4 4 5 ' BLOCKINIS ® • 1"x6"or 1"x8" 2-8d 2-10d per Support :,; -- vf,r,=",:r;r,' " - 24 12 6 12 6 2 6 12 6 j2 6 12 6 6 6 6 b 6 6 b �•«, ,-•�_ ' „ TI•IREADED RQD I/2° J"x10"orwider 3-8d 3-lOd ersu ort ' . ENDWAI.L D I r+i P pP � �, 7```' BOAR SHEATHING or LAP SIDING I v, ;. , Nailing requirements are bzsed on wall sheathing nailed 6Inches on-center at the panel edge.Alternative nailing schedules shall 8.,," <2,, ,s, 3_ , ,� ; ,:;5.`'y -:, Sheathing Size Rafter/Truss Spacing r . i. �• F • be used where wall sheathin nailin is reduced.For exam le,if wall sheathin is nailed 3 inches on-center at the 32 2 3 4 5 6 7 8 9 Minimum Nu ber of Sd ommon Nails or 10d Box Nails Per Support i . g g' p g' panel edge to 36 3 3 4 5 6 6 7 g (inches,o.c.) !;, • •� OF FLOOR JOIST - ( COUPLER obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be ix6 or ix8 Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 I:.. : . r used to maintain the load path. 12 1 1 i 1 2 2 2 2 3 3 . ' ix10 or Lar er Sheathin 12-24 3 3 3 3 3 3 3 3 3 3 ,, .-..-..w... •. t z When wall sheathing is conl:inuous over connected members,the t bulated number of nails shall be permitted to be reduced to 16 i 1 1 2 2 3 3 4 g g ~�^�- ^•••' ,. , 1-16d nail War font- . ., ., F:> 9<.;r.- , 4:12 E Nail spacing at panel edges(in.} ' 24, z. 2 '2` F .2° 3 B' °a"-"' 4 5. � I ; ' F - Ni in m i r Inh ni a c t ter ed ate is t e feel Table 3.2A Sill Plate to Foundation Connections Reslstin I s a in a " su o e a din. _ ____ g 28. 2 z.,•. �,' 2' 3; 3.:: a :' 4" 5.,='<': 6,. 7,; „ ART r' EX ®SLII"e " Za MIN. BF NG ON Shear Loads from Wind* 32 2 2 2 3 4 .a 5 a, _e 7 . • • ---••FRAMING SLTI2FACE J.. 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. -1,'.F (Prescriptive Alternative to Table 3.2) 36 2 2 3 3 4 5 5 6 7 8 `: ; 2 Tabulated nails acin assumes sheathin attached to stud framin members with 0.425 G<0,49. < STTJD ABO�'' � Br''.LOW %"" I, ""'' 12 1 1 1 1 1 2 2 3 P g 8 g +•n. ' :,i,, _t 1'=.-.w ";. `FLOOR FRAMING '�, 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails- - - ':.y;. " » ,., > • Je `t ' 700-r.Win ed 3-sewnd ust m h 310 135 120 13 140 is0 160 170 180 395 16 1 1 1 1 2 2 2 3 3 - _ " _ _ r. �,• ' d;,t_, ..,, - 'ate is r• ge3k: ror;fr y... Buildm Dimension '*• " � ?p3 3" ``nn ' Anchor Bolt Foundation 8 ��- (V f e..• r Pe endiculai to Sill N mbar o Bolts Re uired in Sill Plate'z 1 2 2 ,' 3;,=: g ,;$`< :,, 5`" • •" + Iy - e' rP q t Size u orti • S PP nB r Tate Lft 4 „- ,w . _ 32 2 2 ,2. 2 2 �2 >� o- r�-`� noor 3,•,.' 4 32 2 2 2, Z 3 3 4 4 5 :<>6 " • ` t 16 `tom` "•`ls- 2- 2<`' 3.• ?3,<'' ,3': :.4, q. 5:.;,' i;, 36 2 2 2 3 3 4 6 7 �rg M Y°�, '', G01,UMN IbtNCN 24 3 3 3 4 4 5 5 6 32 1 1 1 1 1 1 2 2 2 2 28 3 4 4 5 6 6 7 °8 16 1 1 1 1 2 2 2 2 3 3 �_� ��������� ��:. R of& FI r 32 4 4 4 5 6 6 7 8 9 2Q: l; yy :fit ;1s '2 a.3^w, �` Q - , o i o0 ;4 4", Lr" 6 .36: 6_:;:y z 10 ,° „� 9`' , w ° 612 1: 4, ;A„f :•c 24':'.: c, , h 4 a , X'TE O WALL �_. o: :. 3`. Z-" s' 'z• s. z 4 , '.54, <, . - : i vE. real ;'3, 1 _ 3z 2 z z z 3 ° a a' s,, • SHEATHING I •. 1Ao4 ' 60 6 6 7 8 9 10 11 g .13 14<; a_17 i a+,`, 70 7 7 8 4 10 12 13 15 17 20 36 2 2 3 3 4 4 5 6 • St3tki= v � ��n 80 7 8 9 10 12 13 5 17 19 22 - • r- ;`::.:>:'-,.z0"*.::. .,, ,,. 3 ,' 4..> .z 5:,}. '::5 v ?' >."'9 r,'i 16 1 1 2 2 2 2 2 3 A 3 O @ 16" O_C. PROVIDE +w.•:yta "' tx 2 2 •' I ? ,LST � ���; .".E- .04' s ,� 24` ,, ti t, „ - ,. F o N END O f..-° 6-1 d AILS EACH , _' �. 38 6. 8-, o 10. x. , d. lfxtaided :... 12:12 �,�r• 32 5 5 6 7 8 9 10 12 14 "•"••STIi�AP INTO STITI> � TYP �' Ra4 . ' " /HDU DTT2Z r r" Zx I , r1EZS io r: r 36 5 6 6 7 8 9 10 2 13 15 < '.3'-.:-'.- Of U, Roof&2 Floors -;�,;. • � � - -� - -��� EACH STUD INSTALL BE- � =� �3��<r; S.Patents ' aquri0y Y, r.- 40 6 6 7 8 9 10 1 L 14 17 "'3z 2 �2• •,2,' '2. 3 3`� a3N :.4. �4 ,;,5, tti� ..:,: , -7s 6,112,495 and SO 7 8 8 10 11 13 4 16 18 21 • TWEEN MUD SILL AND TOP parpti dr��� 5,97s,13o 38`s ""`i; 36 2 2 2 2 3 3 4 4 5 b r' • • h` ,:.;,.,.:fill,, 'g::- <s9'. -.''10° ` "3S 1.3'`• 1 ',. 1Y,m:...:19 "ay21`` 35'-�: t - s , ,. ;:ix .- 1 Tabulated connection re uirements shall be ermitted to be mu ti led b 0.70 for framin not located within 8 feet of buildin OF FOUNDATION WALL r 1KI t� 0 1 ` ,J,e 70 a:' '10', '10 1i`' 33' IS 17":." 3'" 2,_ q p p Y g 8 fl0r t%i v, `' • 25 24' i r i r ".,r>`.`" ,r 4q Y t 11`" f 1 1 T ?.7o/ '23- Z $ corners. ....:.,.•.-..."....-...«,....i...-...,.. .� r .'a:y„o'j�"r., . . - .. .. A '80;.'..,:a:;.. 2', 3 15`° 7:.' 5:` `,33>., t. '-- *.Y:>a $'a n.:.., , F. 28 5 6 6 7 8 I 11 12 i ` 16 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf(0.6 x 10 psf-6 psf). TERMTTF SHIELD .- - ' , "%% "'f` `' "' 1 • 3 q 8 p P !i g p P g P Y V�;Y> i; Y r ,., r y 2x V . 32 6 7 7 8 10 1 12 14 is 18 3 Tabulated connection re uirements are based on a 12 inch rid a stra s acin for different rid a stra s acin ,multi 1 the tabulated ,ti OVER SILL SEALER , 8`rckla :'z. '' ' 36 7 7 9 11 12 14 15 17 20 values b the a ro riate multi tier below: �"`-$ � /�; " j" s > - w" Roof S,3 Floors .".., .'.40 _ 8 10 P , 13 15 17 19 22 - , -. _ „•,•,,, w,, . Ridge Strap Spacing(in.) 12 16 19.Z 2a 46 `. ,a>z _t; r "' 50 . :30' ,y:1' 13'"-r. i5 "'-, 1� s;: 24::: 2$ :'i f -': x: Multiplier ::id r• sk',;� 60. 1 ti z3 -as: o'` ., .r 2 1.00 1.33 1.6o z.00 a.00 I �/8" DLA. ANCHOR BOLT , '` ' ''- I d num .+...•..�-.�•: ss p t. 4 When the tabu ate ber of nails re uired in each end of the stra is a ual to 1 and the framin is attached in accordance with ,. io is`. 1a' iS. 17: 2 tiz6" o.• 33` 3 q P q s C7 MIN. EMBEDMENT) -�t.s _ Horizontal HDU Offset T . Tabs 3.1 the rid a sire and addi i n ! I ss as ical HDU Tie Sri: '. `" i4 -16 1T'." 20'' 23.. 'z6 3D'` `'3 i 3s'-^, `.a4,(y e g P t o a nai tog is not required. X BP WASHER YP Vertical HDU Installation ' Anchorage required to"resist lateral loads shall be determined in the f undatio design per Section 1.1.4. 5 When a collar tie is used in lieu of a ridge strap,the number of 10d common nails required in each end of the collar tie need not exceed �T/ `� ��! `y'a F ' _ Between Floors installation (Plan View) the tabulated number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need not exceed 2 3 OC •'1 `°'' See footnote 7. fat d num er of 1 d x i • . the tabu e b 0 bo na is in a steel sire . �r p r ndati n Connections Anchor .r• ' Table 3.2B Bottom Plate to 1=ou o ••. •�....,,,�� •.:- X�®� �� 6 1-1/4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equNalent. _ _ �t m i RAT) m-11.4-1:' ` :•.•, rid hear Loads fro W rid G E ' :-:�> , . Lateral a S �. : Bolt s Resistin I ��:�`:�`�--T:��:.., 7 For ack rafter u lift cnnneMions,use a roof s an a ual to twice the ack rafter ten th.The ack rafter fen th ordudes the overhan a . , r,..t'.�.._;,, ,,;,.s..n r .; „ x...l)irii n #Ub*...>:-,=•s„ .,,s{,-'::,:.:r;x. ,,..>J ,: �.:..,:AtIOYIS-.Z,• ,," 1Atx.L'a $.(bS g;. ::xs :I',a H '.h B$t8fl" r8, .. ill: {< N t p p q J 8 J g 8 c ; '' p., ;.r',;: z > �• nfmr{ t, +iL.% u,�„ .-rt `:c`.+�;`1'.'- t�., ,'r;.. �i,':' f`',.:..a•`" ��r°....}. I r ative to Table 3.2 ;�: >-,- n k „:. ..r. - s Prescri tiveAto n ) fen andthe' c s a w;:;1:• � , -•r. �.;; .;...•��;•t;r 1 ( p eth Jd.k P.o. _ ,<;o.:.:. j y•��/� fly :_y;::} •. �,}.� di :'r_':.� `.t, Y.a' 's.w:. A•x. ,<4!1Qad:?;:�.. °:`4^�?-':.`,( 7s'r'i•-Y�o:w';a'„ ((rr t Y S I'll F~ a; t: -.. a :K. a.� a �' ram'.. Rafter Ceilin Joist Heei Joint Connection Re uirements ?.> : : 15 z Tab1e3.9A g q ,, :,.. s .S.• �: :1•• K• �. ) �•; ,. .. TY�r ,k '�:. "<::: K� � �s. .:.... i'� s �' y taw bY;aloald, t ,�H �' S ,: x yes B&C and II rid S eeds b%•»� .•.. 4 For E osu a emat've to Table 3.9 -.r,�° � ,,�,' .:• <.<<., P Prescri tiveAit i ) 1R '.. =r> ter.°:',' P ( a. x_,. `'S,: air; 'J E.., ,�.• - � r;: � fit •��.• }t :.�" ,�,';:>�:.�� e »n' .0 ter_. Maximum Anchor Bolt r" "`z:' ,s -3 : 9 ,a, r:x:- m- .. °�I{pt1 I��t �QC ,( ••11(t fi :�• ,;< 9 yes"� °::t`y'!j��'�€; +r(� '�•r�[� � :�•':s ,�t�}• .4. <-, :�:a • - .f7�':W:Z, �e.t�7.:.; .,'b:.�„�dF'•'�''1:V,�� .!ri'�. ( _ :i`../tF, .:Ya�s;.v;'41Y`HU,M.`tl6'l.�t,.; F y? Anchor Bolt Diameter(in.) , ° Roof Live Load Ground Snow Load .,«-s.. ,tA. ''ri �.. ,>3.�..;t�.' 'd . •:asp.:�,:,a285°.'•{r;" Wes.U114;y:�,,r n Jai,'' 3` :i' p;: s:t, ., x. 'c w::. Sped g(in.) t{ i e„, a x fit` , i<. ; „ ,,. �fJS' ;A>' `1 ; ': ,.'34r Y r =:1.3Fui; 135:`. s< 95 'k 14=St1FS.aht2 =. .. 1 2" 31 20 psf 30 psf 50 psf 70 psf r-5 wt ae s'd`. 48 Roofs an(ft) i ",, 6; 5e`, q,.. . S 8" :i•. _ '�.. `:n'; ,.a.�136��`::r�.lYr,-.Yii0:1'���...: 12 24 36 12 24 36 12 24 36 12 24 36 HDU/DTT2Z Holdowns 1 Prescriptive limits are based on assumptions in Table 3.2. Rafter �{/�/] 'j��i'1r_'i� j/''� I��3 . Rafter Slo a Re uired Num r of 16d Common or 40 Box Nails er Heel Joint Connectionizsa,s • • •:'. 'i•:a a J: V.. L ",: t' ;1::'1f.. . 2 resist u lift lateral and shear loads the maximum anchor bolts acin shall not exceed P S acin in. 4 P When anchor bolts are used to p P 8 P g( ) the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor 12 3 5 8 3 6 9 5 9 13 6 12 17 , : v, ieW,' """ t Ir��'" "' `'''-' "'' --'•'`"''-L`_:_' ":' ._ - • Use all specified fasteners.See General Notes, . . . ._.-........ .. .. bolt limitations see Section 3.2.1.7;and 3.2.2.3. 16 4 7 10 4 8 12 9 17 8 is • For use in vertical and horizontal applications. 3 Tabulated anchor bolt spacings for shear loads assume wails are sheathed in accordance with section 3.4.4.2, For other 3:12 19.2 8 12 5 10 14 7 14 21 9 18 27 • The HDU requires no additional washer,the DTT requires a standard cut washer(included)be installed_ wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathingtype adjustment 24 10 1 6 12 18 9 17 26 12 23 34 between the nut and the seat. • To tie multiple 2x members together,the Designer must determine the fasteners required to join the factor in Table 3.17D,but in no wse shall anchor bolt spacings exceed 6 feet on center. 12 3 4 3 5 7 4 7 10 5 9 13 •,. ' members to act as one unit without splitting the wood.See SDS Screw information, 4 lateral connections shall be designed to resist the loa sin Tab a 3.5. 16 3 5 8 3 6 9 5 13 6 17 . •' • See SB and SSTB Anchor Bolts for anchorage options. 4az ..___-__,_____-_.-,__.________-,__ .--.-..-.-,____-..•_.--_-_--.-----.-------____.___.-.._-..-- _--. ..,._'-""_._._-.____�_.-. .. 0 SDS screws install best with a low-speed,high-torque drill with a 3/8"hex head driver. • 19.2 3 6 9 4 7 11 6 1 16 7 14 21 24 4 8 11 5 9 13 7 13 19 9 1? 26 �_,- ,_._..- ' ova ie Refer to Anchor Designer Software""'for ACI 318 for anchoring solutions. Table 3.2C Sill or Bottom Plate to Foundation Connections Exposure B 12 3 3 s 3 4 6 3 6 s a ? 11 . ' (Anchor Bolts)Resisting Uplift Loads from Wind 16 3 4 6 3 5 7 4 7 1 9 14 5:12 (Prescriptive Altemative to Table 3.2) 19.2 3 s 7 3 6 9 5 9 i 6 11 17 ;; " : is shoo d e flrr er-ti tit ' For holdowns,per ASTM test standards,anchor bolt nu I b g g plus 1/3 to 1/2 turn with a hand wrench,with consideration given to possible future 24 3 9 4 7 11 6 11 16 7 14 21 , ex, • •. , 700 yr.Wind Speed 3 second gust(mph) Ito 335 320 130 lad 1so 360 170 1so 39s 12 3 4 3 3 4 3 a 6 3 5 8 + ; .;; e k to t ova-t a ntlt 1 p Ct wrenches wood shrinkage.Care should b to en no r orque th m a 3 3 5 3 4 5 3 5 4 7 10 ;-: f•` :.' '` 1 - .�.'�a should not be used. 16 ,'e f1CP..00necl8'a rafter ar. 't0'dOtt*-t0 'at,a'- le• :i:.,1., al SIII or Bottom Plate to Foundation Anchor Plate z, "'!' , �!Y p it 1., Foundation Supporting Ma imum nchor Bolt Spacing(in.) - - 1 �.."'. .:. f s 4 5 3 4 6 3 b 9 8 2 19.2 3 MATEIiiAL ai3: e: Boit Connection Resistor Size ^F' '. ^`` 4 g :f'::r. � '+ PROVIDE ft1� A:T IEFACH EXTERIOR z4 3 s ? 3 s s a 8 it 5 10 is FIN13h:filCP2-=gah'+art�d-orZ HCP4 n."rind: v1 "; - , • • B'End Zones • 4 :::: °' lei - • C¢RNER INTERSECTIU��r 1-3 stories 72 71 57 43 30 27 24 22 12 3 3 3 3 3 3 3 3 5 3 6 INST�i1 i ATIWt.•.ttS8 at1`b'ppditiellr nets-Qe`f3erteral.adtesl, '-e-- ..t0(py r i :. `* a ��7 :• '% 2xa Intedo es 16 3 3 4 3 3 4 3 6 3 5 8 `' '•Atfaeh.tt+KPu:d00bie:top`Jff s;t(irdam6utfrnetiisqufretiflirttatileaoads.•'. 'FHt:i?tlDPB;f ; 8$ICp2 !�xx-- •v► ,.____,_... .__ U IIft Loads 3-3 stories 72 72 66 so 41 35 1 26 23 19.2 3 3 4 3 4 5 3 5 7 3 9 r�rr .,install ratteryayrtd�t�/mpiste: jnyg:Rralte,,rymay.'tte•sl0ped i�d5" i' " 1NSr10lJlfl�N•°''' li11'lttp4 1 ' , P ..cUbEt3: e;{V'i�lr YU 't� •LtrGl l:r '4-<: •,t}�. _ Y -'Y '' .. �C_04 8'End zones 24 4 3 4 6 3 6 9 4 8 12 's8e'Fa9, de. etc. :�:'' ' ;;f- _ •: : :F"' . 2x6 3.3 stories 72 72 68 51 42 36 2 2 26 23 Gc Interior es 12 3 3 3 3 3 3 4 3 3 5 . 1'' L L� �g 4 6 'Doug-n-,La, %::.• ;:j'• `c 1-3 stories 72 7 60 42 37 34 32 16 3 3 3 3 3 3 3 5 3 .Spruce file=l�r -,t••- V+( T g( 12:12 `:Fasteners' 40--in " ;, .-*1o�talir'e"* ' •.": ``' . -1 , - 19.2 3 3 3 3 3 4 3 4 6 3 5 U•�: `JUlowhble; �i. - merntler Adwel. •_f is ': ;L'oe t;-'.". `. fide'' ;! a •o 'i• p ,. 1 K r d§• - 24 3 3 4 3 3 S 3 5 ? 3 6 9 r;.: . ;: i i :::kB ^"' ;' _`::' :b. Tabie 3.4A Rafter and or Ceilin Joist to To Plate Lateral and ��••yy yin w II h r r r; e m deli Wed to ba`% 33 ' tin ::IM!d�10 '` ' � 0 / g p Ex ®sure B 1 Heel joint connections are not required when the ridge is supported by a loadbea g a , eade o dge b a g . �, '-i T0-._ _'i0 � � # , . Shear Connection Requirements resistthe applied toads. I `'•'Rafters'.:�; fteb ;. . lffk' :F'`: Rllpifft "F.: - _ 1 (Prescri five Alternative to Table 3.4) 2 When Intermediate support of the rafter is provided by vertical struts or purltns to a Ioadbearing wall,the tabulated hee!joint 21i'':.HCP2 -i:fi•.10dx1ytt 810dx1?,t 2017: $05't:3tNJ.. •'S 0 280 I. i' i{CP2i h, "( '- + ' . connection requirements shall be permitted to be reduced proportionally to the reduction in span. 4x;' ICP4'`=i: $:10d:':t '-tJ-1 3367''"'1000' '285'.'n860 230'. •: „. ' 3 E u'Ivalentconnectionsarere uired forceilin oisttoceilin oistta 5 laces. E >1vot�l 2-18-24 ISSUED FOR BUILDING PERMIT T.M.M. 700-yr.WindSpeed q q gl gJ P p 1.{oad8'mayli0tbe'TtiCf835ed;totshort-ean•los Ing:;:',',., •., .. MCF2,::. , , 110 115 120 130 140 150 160 170 180 195 2'7tle-HGfkMd1W4nstali@dan,thBinsidetnid'thE:dote)d(r,pl:lhewailildtliia[►atifiptfolrt.. , p :' liar • •• 3-second ust mph 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. ' ' ' 'achfIV-twf d.he ...� ''' -.-. - .- . 'I - 2-4-24 ISSUED FO R PRELIMINARY BID T.M.M. o trttssagd c t toadiiapaclty ;..'.:.::., 5 Tabulated heel oint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. U, .Rdtefdb,S80;115 Typlcal'HGP iRstatlation' oast Wall Number of Sd Corn on Nails or 30d Box Nails(Toenailed) j 3'1ipliitioatls:include'a a3%sitd 609G:lncrBase for8arttiquake or;i6*-liiaditig; Rafter/Ceiling J hi her n the attics ace no attic store a is assumed and the tabulated heel joint ,. ' ',:. ' i >••s'`. :..=:;- ,: :" When Ceilin oasts or rafter ties are bcated g I p g J `•%no "it}Igciit0reags a0owed;reduce ie titeraoad�got.m,,,,_, t.., :;: :,., ; ;•: a in in. Height R uired inEac Rafters or Ceilin Joist to To PlateConnectiont'23° B1 :;f; f..- # . ATE: REVISIO Sp C g( ) ft. eq J g P connection requirements shall be increased by the following factors: Ceilin Hai htiTo •C_= '' N DESCRIPTION: BY: 12 8 2 2 2 2 3 3 3 3 g g P Heel joint Connectionk Jj.t cYJ LiirioN 10 2 2 2 2 3 3 3 3 Plate-to-Roof Ridge • • ni�,.�, " ¢ wJ�- _4 ", jI '`` i ON tie Hei lit H Ha Adjustment Factors ' G A 16 8 Z 2 2 3 3 3 3 3 g ( J ) } GLIANO RESIDENCE 1/2 %oo flfttSH:Galvanized , :.}'R`„ 4 �' / ,�. 'il a�`` 535 BIRCH LANE CUTCHOGUE NY 11935 10 2 2 2 3 3 3 3 4 1 g g U.B.PateM 'l`^-;•r";. :'S;i-"iv -.-;�' "c T T 1/3 1.50 IHSTAI.UCIIOIV:•like eU spBClfled fasteners.See General Notes. ._, ,.;;•;,.. .:K' ;'• '%`' . -'. 8 3 3 3 4 5 5 5 5 I S•88 MS ir•i..•,...... �` . 30 3 3 3 4 5 S 5 5 1/4 1.33 •On end of ridge-use optional diamond holes to secure the HI�C. " j.: :";:k.;.`, �o,r,, � ''`� 1 Prescriptive limits are based on aissumptfons in Table 3.4. 1/5 1.25 [lend face flanges back flush yVftlt ridge.and complete rraliinp) vY_ qi 4 ,: - �: ° `� DAMES DE On ce of rid e-ad ust to correct I ht and install naffs. ' 1 �: tc� L U C A A R C H I T E ('� i/6 i.zo 8 1 9 icai HRC s' I ) I • i t t': v T 2 When ceiling joists are installed liarailei to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed I ' • ouble elilut 1 members to achieve full bean cl * �_ Imo ' ' ' the tabulated number of nails required. i/10 1.11 h p • Instelilatioa HIIC1.81 'r(�jt� ° 3 To avoids littin ,nomorethan2toenailsshallbeinstalledineachsideofarafterorceilingjoistwhenfastenedtoa2x4 Note:Lateraldeflectionoftherafterbelowtheraftertiesmayexceed3/4inchwhenraftertiesarelocatedaboveone-third of •TheHRCmaybeslopedto45 wlihnoredtadioriinloads. eniheend . -�'t'" a •�,IS a 29 MAIN STREET COLD SPRING HARBOR NEW YORK 1i724 P g CODES*Sea a 10 for Code Ustin Ke Chart of a N e Ch i i .. top plate or 3 toenails in each side when fastened to a 2x6 top plate. the top plate-to-roof ridge height,Ha,or when He is greater than 2 feet and may require additional consideration. g y . . Y Copyright®American Wood Council.Downioadedlprinted pursuant to License Agreement No reproduction or transfer author'¢ed. is ' ki T E L: (6$1) $6 7-7 O 1 1 Da11®FIr Lw dll s.Pin Spruce-Pine-Fir ,fir ' 4 Where top plate-to-ridge heights exceed 10',they shalt be adjasted as follows: AMERICAN w00DC0UNCiL Member Size Fademirs Dare � `%': • : ,, � ' _ 11 ��t Wa11 Height 8' 10' W Ridge Illt A1tae Leads mlawabte Loads Cade , A ytf�• i�.x • "� • Ra. carrying. Eaab A'� upon 0pttn Ftaar S>:ow lto>n Uplift U Hoar BMW Roof flat• £;:; . ijrr" I DATE: PROJECT: DRAWN BY: iLRemttar Ht BS 1 1� 1 33 1 115 128 „:.tf.� �i; �• �••-- " -`• �s,r..��. Top Plate to Ridge ar i xy'•` • , .1 - ';'g a Height(ft) Adjustment Factor HRC1,81 1'95e 1S+wkle 16-10dxt'A 2-10dxl% 5950 240 290; 720 890 900' 210 25D W5 720 780 9 �%?' . :,} •;uT�• 10, 1.00 1.00 t.Ribwab161oadsshownaretoreachhtp.TotaftoadlarfiBd 2.Upliftloadsincludea33%and60%Increanforeftiluakeorwind COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. 1s, 1.15 1.25 byfhgconmictorIsdoUbleINSnumbel: I rip;noturfherlamassalloved;reduce where ether loadsgovem. OJrtiotial _ 1 . T TION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR z0' 1.40 1.50 . _ &Roofloadsare125%offloorloadsunlesslinitedbyothercriteria. NRC1.$llnstallation USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_proposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 !;&�€ d H. .rt', o•• -0ry>al;ri.. ny ,.,rv.o,. mt. r� ,� E f '� ;" '•o-�'''�C.:;°o�,s, t;rsii '� =i'��'5, �.'y?'"{ w-.�y 'ks;7.,��-.,t;�y�ar `,£'..e, i ',m'+y::k°•' -,k •�d ,�;,. n:. q �.. fi: ., ,3f f Sheet 603 yj}{y�Ty(i['S....x., .i�`,�Y, �r,:'.°"t'«Sitq¢st.1t''�'{ ^d'•„.�Y.4dH,"' LL'1u41.�"xt'��@�✓FR.F2�4'.[+;4�`t�N �) !1,r�� i .'r� E I 5 ., '}y` "`.;.• ; f'.. 'y 9 ' ' °y"x rs ";� +V 3�K. ,t;-:! val '�;�_; .�rx�a •' PROVIDE BLOCKING AT _ Duct Sealing STUD CAUITYATSHOWER — —= Air Handler Air Sealing Ductwork, furnaces and air handlers should be = ==— sealed against air leakage.The only place air AT EXTERIOR WALL = — should be able to leave the supply duct system CONTINUOUS BEAD OF and the furnace or air handling unit is at the SEALANT —CEILING GYPSUM BOARD supply registers. The only place air should be AS AIR BARRIER CONTINUOUS BEAD able to enter the return duct system and the Mastic furnace or air handling unit is at the return OF SEALANT grilles.A forced air system should be able to be PREFAB FIREPLACE UNIT - - CONTINUOUS BEAD pressure tested the way a plumber pressure tests11 OF SEALANT a plumbing system for leaks. Builders don't INSULATED EXTERIOR accept leaky plumbing systems,so they should STUD WALL CONTINUOUS MINIMAL not accept leaky duct systems. TILE SURROUND FINISH EXPANDING FOAM AT CEMENT BACKER BOARD INSTALL INTERIOR SHEATHING WINDOW PERIMETER _ Supply systems should be sealed with mastic in CEMENT TO INSTALLATION OF order to be airtight.All openings (except supply INSULATED EXTERIOR PREFAB FIREPLACE UNIT i registers),penetrations,holes and cracks should STUD WALL I be sealed with mastic or fiberglass mesh and THIN PROFILE WALL mastic. Fabric/rubber duct tape (common duck SHEATHING tape developed for temporary repair of cotton duck tarps and raingear has thousands of uses. WINDOW UNITAS Sealing ducts is not one of them) should not be AIR BARRIER Rigid Duct Air Sealing used: after hot and cold cycling,the adhesive F CONTINUOUS MINIMAL EXPANDING FOAMAT dries out and fails. Tapes meeting UL 181A or L T 1SIB may provide reasonable performance. WINDOW PERIMETERMANUFACTURED These must be applied only to clean,dry,and dust-free surfaces. Sealing of the supply system SHOWER PAN CONTINUOUS BEAD OF CONTINUOUS BEAD jnncludes sealing the supply plenum,its SEALANT OF SEALANT Mastic attachment to the air handler or furnace,and the CONTINUOUS BEAD air handler or furnace itself.Joints,seams and OFADHESIVE openings on the air handler, furnace or EXPANDING FOAM CONTINUOUS BEAD ductwork near the air handler or furnace should FRAME WOOD OF SEALANT be sealed with both fiberglass mesh and mastic W WO FRAME due to greater local vibration and flexure. ASSEMBLY WOOD FRAME Flex Take-off from Rigid Air Sealing FLOOR ASSEMBLY Mastic Return systems should be"hard"ducted and sealed with mastic in order to be airtight. Building cavities should never be used as return ducts. Stud bays or cavities should not be used for returns. Panned floor joists should not be CONTINUOUS BEAD ^: ° • used.Panning floor joists and using stud cavities OF SEALANT°: . . as returns leads to leaky returns and the creation of negative pressure fields within interstitial AIR SEALING BEHIND SHOWER WITH THIN-PROFILE SHEATHING e ° o spaces. Carpet dustmarking at baseboards,odor problems,mold problems and pollutant transport problems'typically occur when, GreenBuildingAdvisor.eom CONCEPTUAL AIR SEALING STRATEGY// p p typ y Seale: 1112"=1'-0" AIR SEALING AT PLATFORM FOR MANUFACTURED building cavities are used as return ducts. m BuildingGreen LLC 2ooe FIREPLACE ASSEMBLY UPPER WALL SECTION Green Buildin Advisor.com g Scale: 1112"=1'-0° 5m01012 Green BuildingAdvisor.com This Information Sheet has been prepared by Building Science Corporation for the Department of Energy's "`t a " " ®BuildingGreen LLC 2008 Scale, 314"=V-0" 5w02003 Building America Program,a private/public partnership that develops energy solutions for new and existing ®BuildingGreen LLC 2008 homes.The views and opinions of authors expressed herein do not necessarily state or reflect those of the uitl1 CEMENT BACKER BOARD, II United States government or any agency thereof. aeas"TbwanlZ—Eno wWaie" _TUB SURROUND FINISH For more information about Building America go to www.buildingamerica.gov TUB UNIT —� CONTINUOUS BEAD OF SEALANT TUB SURROUND CONTINUOUS BEAD OF ADHESIVE The longitudinal seams and transverse joints in sheet Floor Boot Air Sealing (BEYOND) metal ducts should be sealed.The inner liner of CONTINUOUS BEAD insulated plastic flex duct should be sealed-where flex CONTINUOUS BEAD OF OF SEALANT ducts are connected to other ducts,plenums,junctionWINDOW SEALANT AIR BARR ERTAS boxes and boots/registers. ` ' PROVIDE BLOCKING AT FLOOR TRUSS The recommended procedure to connect insulated - �°- '��- STUD CAVITY ATTUB ASSEMBLY CONTINUOUS MINIMALEXPANDING FOAMAT flex duct to a metal collar is as follows: AT EXTERIOR WALL 1. brush a thick coat of mastic around the ` Joint between boot and INSULATED EXTERIOR WINDOW PERIMETER collar; oub�glass m and maser STUD WALL CONTINUOUS BEAD ?. slide the inner liner over the collar; or caulk THIN-PROFILE WALL CONTINUOUS BEAD OF SEALANT Mastic SHEATHING OF SEALANT CONTINUOUS BEAD 3. tie wrap the collar with a tensioning tool (not OFADHESIVE just by hand); CONTINUOUS BEAD OF CONTINUOUS BEAD SEALANT OF SEALANT 4. pull the outside liner over the boot; Ceiling Boot Air Sealing CONTINUOUS BEAD 5. tape the outside liner to the boot with OF SEALANT INTERIOR GYPSUM WALLBOARD appropriate tape; Mastic EXPANDING FOAM AS AIR BARRIER 6. brush mastic over the tape bridging from the WOOD FRAME outside liner vapor barrier to the vapor FLOORASSEMBLY `barrier of the boot. CONCEPTUALAIR SEALING STRATEGYAT UPPER FLOOR BAND JOIST CONTINUOUS BEAD ' When flex ducts are used, care must be taken to prevent air flow restriction such as those resulting GreenBuildin Advisor.com 5_ OF SEALANT 02011from"pinch ®Buildi ngGreen LLC 2008 "pinching"" ducts or from kinks caused by g Scale: 11f2"=1'0" / CONTINUOUS SILL SEALER Joint between boot and .//�//� < FULL WIDTH OF MUDSILL bending them at a tight radius. ceiling drywaN sealed with mastic or fiberglass mesh Connections between grilles,registers and ducts at and mastic or caulk \` \` AIR BARRIER FOUNDATIONWALLAS ceilings, floors or knee walls typically leak where the \ a CONCRETESLABAS boot does not seal tightly to the grille or gypsum board.Air from the attic,basement,or crawlspace Rigid to Flex Air Sealing AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING ll SECTION ATTIC INSULATION j\\j\\\ ° a AIR BARRIER can leak in or out where the ducts connect to the n boot. WOOD TRUSS FRAMING / e ° ' If the a between boots and sum board opening f;,.. y.,. Green BuildingAdvisor.com Scale: 1112"=1'-0" 5mO 1009 SHEATH INTERIOR OF \// ° ° \//////\/// gap p g p BuildingGreen LLC 2008 \ \ \\\\\\\\\\\\ or subfloox openings is kept to less than 3/8-inch,a �.' �.. ATTIC ACCESS TO `�° bead of sealant or mastic may be used to seal the gap. +1"OF INSULATION LEVEL ' Where gaps are larger than 3/8-inch, fabric and mastic --- - -- — — should both be used.The optimum approach is to '� MANUFACTURED RECESSED LIGHT ENCLOSURE 1"RIGID INSULATION CONCEPTUALAIR SEALING STRATEGY ll keep the gaps to less than 3/6-inch and use a bead of ATTIC INSULATION LOWER WALL SECTION sealant.This requires careful coordination with the ATTIC TRUSS GreenBuildin Advisor.com drywall contractor to make sure that the rough g Scale: 314"=1V ACCESS PANEL ©BuildingGreen LLC 2006 5mO2O 2 openings for the boots are cut no more than 3/s-inch DRAWACCESS PANEL SNUG bigger than the actual boot size on all sides. WITH PERIMETER SCREWS ENERGY NOTES: TRIM AS REQUIRED 1. ALL CONSTRUCTION SHALL COMPLY WITH 2O18 IECC. FINISH CEILING 2. N1101.14 COMPLIANCE CERTIFICATE TO BE POSTED NEXT TO BURNER LOCATION 3. ATTIC AND CRAWL SPACES ACCESSES TC BE WEATHERSTRIPPED AND INSULATED TO LEVEZ A L EQUIVALENT TO THE INSULATION THE SURROUNDING SURFACES -2 2-18 4 .INSULATION COMPONENTS OF THE BUILDING THERMAL ENVELOP SHALL BE INSTALLED IN ACCORDANCE WITH THE AIR SEALING ATATTIC HATCH II FINISH SCREWS 4 ISSUED FOR BUILDING PERMIT T.M.M. CRITERIA LISTED IN TABLE 402.4.1.1 — — 2-4-24 ISSUED FOR PRELIMINARY BID T.M.M. 5. TESTING—RESIDENCE SHALL BE TESTED AND VERIFIED HAVING LESS OR EQUAL TO 3 AHC50 IN CLIMATE ZONE 4A 6. DUCTS— SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN. R:8 ©3" OR GREATER DIAM. AND = — Green BUlldingAdvisor.com 5nO2O22 # ' DATE: REVISION DESCRIPTION: BY: R:6 A DUCTS LESS THAN 3 DIAM. — — — — Scale: 1112"=1'-0" ' ©BuildingGreen LLC 2008 7. DUCT SEALING—ALL DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED LL 8. DUCT TESTING— DUCTS SHALL BE PRESSURE TESTED TO DETERMINE ANY AIR LEAKAGE EXPANDING FOAM SEALANT AT PERIMETER _ G A G L I A N O RESIDENCE 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS LESS THAN 1057 OR GREATER THAN 55'17 SHALL BE INSULATED WITH MIN R:3 CONTINUOUS BEAD OF SEALANT �/ r: y 535 BIRCH LANE CUTCHOGUE NY 11 D 935 10. MECHANICAL VENTILATION— SHALL MEET IBC/ IMC DRYWALL CEILING 11. EQUIPMENT SIZING— AS PER ACCM MANUAL S BASED ON LOADS CALCULATED PER ACC MANUAL J AS BY HERS RECESSED LIGHTING FIXTURE �`+`� f '5��.4� J A M E S DE LUCA ARCHITECT RATER 12. LIGHTING—A MIN. 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH—EFFAICIANCY LAMPS. .1 ."° � ��'''� � 29 MAIN STREET COLD SPRING HARBOR NEW YORK ii 2 13. ALL PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, IMC, IECC. AIR SEALING AT RECESSED LIGHTING IN ATTIC TBC—D-13 4 CONTRACTOR TO SUBMIT ALL CALCULATIONS AND MECHCANICAL EQUIPMENT SPECIFICATIONS FOR APPROVAL BY � r T E L• (6 3 1) 3 6 7-7 o 11 LOCAL JURISDICTION. �f'�� ��p �'� ¢ j 14. ADDITIONS ALTERATIONS OR RENOVATION, SHALL COMPLY WITH 2O15 IECC. ALTERED PORTIONS OF EXISTING — '�, , A DATE: PROJECT: DRAWN BY: BUILDINGS IS EXCEPT FROM THIS REQUITEMENT Green B u i I din g A d vi s o r. c o m Scale: 1 1/21' = 1'—O" 02041 15. PROVIDE MINIMUM OF ONE (1) PROGRAMMABLE THERMOSTAT FOR EACH SEPARATE HEATING AND COOLING SYSTEM 013ullciingGreen LLC 2008 IN ACCORDANCE WITH SECTION CONTROL SYSTEMS 16. ALL EXTERIOR WALL/ F-LOOR/ CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE COPYRIGHT DE LUCA DESIGNS, INC. ALL RIGHTS RESERVED. R402.4.1.1. APPLY FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING GWB THE DUPLICATION, REPRODUCTION, COPYING, SALE, RENTAL, LICENSING, OR ANY OTHER DISTRIBUTION OR USE OF THESE DRAWINGS, ANY PORTION THEREOF, OR THE PLANS DEPICTED HEREON IS STRICTLY PROHIBITED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY JAMES DE LUCA ARCHITECT. FILE NAME: gagliano_pr�oposed 1 28 24.dwg PLOT DATE: Friday, February 23, 2024 . A AA EASIER e • e • - ;® Connect to Space Savings When jobs call for space savings, you can be confident that the Side-Discharge Connect Series is a great option for your homeowners with a width of only 181/8 inches. Connect with Ease Connect units offer flexibility by being compatible with many of the most popular 24-volt thermostats on the market. Connect to Flexibility The Connect Series consists of only two outdoor models ----� with the ability to shift sizes using a dipswitch giving you inventory flexibility. f:vonnect to Efiiciienc !! The Connect Series features high efficiency inverter heat �® TM pumps capable of up to 20 SEER/17 SEER2 and 10.5 - i - HSPF/9 HSPF2. Connect to Quiet �- i_;-'Fy�® �i,•Y.�. Inverter technology allows the unit to operate very quietly, as low as 45 dBs. Connre t with Confidence, The Connect Series features a 10 year limited parts and compressor warranty (with registration) giving your homeowners additional peace of mind. connect t:� a M. t�('� (� �/J The Conn t rfhk�I�arthbita apabilities down to- providing comfort to hom ers in extreme c 1 ions. J U N 2 1 2024 13LIFIr_lingr®epartmant Town Of SOUthoid C®NN IECT S�­5a/6 AMENDMENT GEAppliancesAirandWater.comn /0��� , �� Ja ® &0.01 GE :r°a�eWu o�a�1e �E4 a Haler company S O L U T I O N S N6 ftc CONNECT ■ SPECIFICATIONS Compressor Type: DC Inverter Driven t� Two-Stage Rotary - ' _- - t , Voltage/Cycle/Phase: 208-230/60/1 Operating Range(°F): :w' -40 -31 -22 -15 -4 0 5 14 23 75 115 130 Outdoor Unit AUH2436ZGDA AUH4860ZGDA UPC 0-84691-85495-1 0-84691-85469-2 Indoor Unit UUY24ZGDAB UUY36ZGDAB UUY48ZGDAB UUY60ZGDAB UPC 0-84691-86343-4 0-84691-86344-1 0-84691-86345-8 0-84691-86346-5 Cooling Capacity Btu/hr. 24,000 36,000 48,000 54,000 Cooling SEER/SEER2 20.0/17.0 18.0/16.0 18.0/17.0 17.0/15.8 EER/EER2 12.5/12.0 10.0/10.0 11.5/11.0 10.5/10.0 Heating Capacity Btu/hr. 24,000 36,000 48,000 54,000 Heating HSPF/HSPF2 10.5/9.0 10.0/9.0 10.5/9.0 10.0/9.0 Electric Backup Heat Kits 5kW/8kW/1okW 5kW/8kW/IOkW IOkW/15kW/2OkW 10kW/15kW/20kW MCA 24 24 35 35 MOP 35 35 45 45 Breaker Size A 35 35 40 40 Outdoor Noise Level dB 57 57 58 58 Outdoor Unit 321/4 x 37 x 181/8 321/4 x 37 x 181/8 53 3/4 x 42 3/4 x 14 5/8 53 3/4 x 42 3/4 x 14 5/8 Dimension:H x W x D in.(mm) (820 x 940 x 460) (820 x 940 x 460) (1365 x 1085 x 370) (1365 x 1085 x 370) Carton Dimension:H x W x D in.(mm) 381/4 x 42 3/4 x 221/2 381/4 x 42 3/4 x 221/2 591/4 x 45 3/8 x 19 3/8 591/4 x 45 3/8 x 19 3/8 (972 x 1086 x 572) (972 x 1086 x 572) (1505 x 1153 x 493) (1505 x 1153 x 493) Weight Net/Gross-lbs.(kg) 217.2/240.3(98.5/109) 217.2/240.3(98.5/109) 308.6/337.3(140/153) 308.6/337.3(140/153) Airflow CFM 960 1000 1380 1600 Indoor Sound Level dB 47 47 51 51 Metering Device TXV TXV TXV TXV Breaker Size A 15 15 15 15 Indoor Unit Maximum Static Pressure W.C. 1.0 1.0 1.0 1.0 Dimension:H x W x D in.(mm) 481/4 x 21 1/4 x 21 1/4 48 1/4 x 21 1/4 x 21 1/4 57 x 24 3/4 x 21 1/4 57 x 24 3/4 x 21 1/4 (1226 x 540 x 540) (1226 x 540 x 540) (1448 x 630 x 540) (1448 x 630 x 540) Carton Dimension:H x W x D in.(mm) 501/2 x 26 x 23 3/4 501/2 x 26 x 23 3/4 59 3/8 x 271/4 x 26 59 3/8 x 271/4 x 26 (1283 x 660 x 603) (1283 x 660 x 603) (1508 x 693 x 660) (1508 x 693 x 660) Weight Net/Gross-lbs.(kg) 156.5/169.8(71/77) 156.5/169.8(71/77) 202.8/218.3(92/99) 202.8/218.3(92/99) Control Control Voltage 24VAC 24VAC 24VAC 24VAC Refrigerant Type R410A R410A R410A R410A Liquid O.D.in. 3/8 3/8 3/8 3/8 Suction O.D.in. 3/4 3/4 3/4 3/4 Piping Piping Connection BRAZE BRAZE BRAZE BRAZE Factory Charge lbs.(kg) 9.81(4.45) 9.81(4.45) 14.33(6.5) 14.33(6.5) Maximum Line Length ft.(m) 164(50) 164(50) 98(30) 98(30) Maximum Height ft.(m) 50(15) 50(15) SO(15) 50(15) Compatible Electric Heat Kits UUY24ZGDAB/UUY36ZGDAB AHU# UUY48ZGDAB/UUY60ZGDAB 71�,� ",,," Heat Output Kit Model# UAZEH05A UAZEHO8A UAZEH10A UAZEH15A UAZEH2OA With Breaker(s) 30A yt .Pa""4P� ,ti J r J� A 30A+60A 60A+60A nCopyright 2023 GE Appliances.a Haier Company. GE is a trademark of the Appliance Park General Electric Company. Manufactured under trademark license. Louisville.KY 4022,5. toErxrw:aa:.�r..nec»er:_hz,..,nc� GE Appliances has a policy of continuous improvement of its products and geappliances.com GEAppliancesAirandWatercom rocarooc thn noht to rhanae marwW,anri c —f—tinnc w thn�it nntir, Pub No,26-G2302 Red 01-26-2023 GE APPLIANCES SUBMITTALS Connect Series Rev.Oct.2022 .I Outdoor Indoor AUH2436ZGDAI / UUY24ZGDAA AUH2436ZGDAI / UUY36ZGDAA L•. "; AUH4860ZGDAl / UUY48ZGDAA AUH4860ZGDAI / UUY60ZGDAA AUH2436ZGDA2 / UUY24ZGDAB AUH2436ZGDA2 / UUY36ZGDAB AUH4860ZGDA2 / UUY48ZGDAB # AUH4860ZGDA2 / UUY60ZGDAB Eta S �, o I fflN Intertek GE APPLIANCES a Haler company For more information visit us: www.geappliances.com/ductless GE APPLIANCES Revision History Rev. May 2020- Submittal edition release. Rev.July 2020 - Added 48 & 60K units. Rev.Aug.2020 - Controller updates. Rev.Sept.2020 - Piping updates. Rev. Feb.2021 - 24K Energy Star update. Rev.April 2021 - OD unit diagram updates. Rev. May 2021 - High static systems added. Rev. Oct.2022- Clarification of ODU series generation 1 CONNECT SERIES SUBMITTAL 24K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDA2 / UUY24ZGDAB Job Name: Approval: Purchaser: Date: Submitted To: Submitted By: Construction: Unit: Reference: Drawing #: Electrical Requirement _ Power Supply 208/230V,1 Phase, 60 HZ ' - `-Operating Voltage Range 187-253 VAC Control Voltage t 24VAC { Indoor: 15A � ,• Recommended Fuse/Breaker Electric Heaters:SkW: 30A t Size 8kW: 45A -••.« 10kW: 60A z ,�, ( _ Outdoor MCA/MOP 24A/35A Operating Range ` Cooling i 5-129°F(-5-54°C) Heating i -22-75°F(-30-24°C ACCESSORIES Cooling Performance Rated Cooling Capacity 24,000_ BTU Electric Heat Kits �� SEER 20 5kW Heater with 30A breaker (Model# UAZEH05A) EER 20 ff 8kW Heater with 45A breaker (Model# UAZEH08A) -------- -- -- — ---i 10kW Heater with 60A breaker (Model# UAZEH10A) Moisture Removalp 6.03 Pt./Hr Heating Performance Rated Heating Capacity 24,000 BTU HSPF 10.5 __.•J 'i Supplemental Electric Heat(optional) , 5kW, 8kW, 10kWSUNNI 0% S 71mo € Maximum Pipe Length 164 ft Intertek 9-- y ` Maximum Pipe Height Difference_ 50 ft _ . . Connections GE APPLIANCES The outdoor unit ships with flared soft copper adapters ' 3/8"(Discharge) a Haler company that are swaged for a brazed connection on the exterior 13/4"(Suction) of the outdoor unit. _�_�— — "'T For more information visit us: www.geappliances.com/ductless Rev.Oct.2022 CONNECT SERIES SUBMITTAL 24K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDA2 / UUY24ZGDAB Outdoor Unit AUH2436ZGDA Indoor Unit UUY24ZGDAB Uncrated Dimension (HxWxD)Rotary t Compressor DC Inverter Driven Ro ee 481/4 x 21 1/4 x 21 1/4 E_._.._.r._.�...____ E 32 1/4 x 37 x 181/8 _ W �� _ (1226 x 540 x 540 mm) i Uncrated Dimension (HxWxD) (820 x 940 x 460 mm) a _ Crated (HxWxD) 50 1/2 x 26 x 23 3/4 38-1/4 x 42 3/4 x 22 1/2 (1283 x 660 x 603 mm) I i-0-utdo-or Crated (HxWxD) (972 x 1086 x 572 mm) _�_�~ Airflow CFM 960 Sound Rating dB 57 Maximum Static Pressure W.C. 1.0 Weight (Ship/Net) 240.3/217.2 Ibs Indoor Sound Level dB 47 L _Factory Refrigerant Charge R-410A(9.81 Ibs) Weight (Ship/Net) 169.8/156.5 lbs HEATING CAPACITY DATA Indoor .- Air Ternp Maximum Heating Max Heati g Max Heating -22°F(-300C) 1000j 3,800 18,700 1 3,920_ 18,300 _3,960 -150F(-260C) 22,200 3,900 22,000 4,000M` 21,500 4,040 -50F(-21°C) 24,200 4,000 24,000 { 4,200 23,500 N 4,240 - k 5°F(-15°C) 24,200 3,000 �24,000 3,350 23,500 3,380 170F(-8°C) 50 j� ,25,000 2,700 24,000 2,900 230 �# 3,460 1 _ _ _ __ . __,_._.._ - i 32°F(0°C) 25,000 2,285 1 24,000 w 2,300 23,500 _ 2,530 y 470F(80C)i 27,000 _� 1,930__- 26,000 1,980_ 24,500� _2,100 1 60°F(15°C) 29,000 2,000 28,000 � 2,100 �26,000 2,200 COOLING CAPACITY DATA Indoor .- Air Ternp Total Capacity Power Usage Total Capacity D: mm� - - E- - -------- 50°F(10°C) 17,600 1,250 79% 20,400 1,320 79% 24,000 1,370 I 79% 20400 1400 _ 80 1 24000 _ 1,450 80% 65°F(18°C) 17,600 1,300 � 80% , , o% , 0 � _ 75°F(240C) 17,600 1,350 80% _ 20,400 1,520 80% 24,000 1,530 80% _85°F(300C) 17,600 1,520 80% 20,400 1,710 80% 25,000 1,870 _ 80% !� 95°F(35°C) 17,600 1,900 80% 20,400 1,850 _! 80% 25,000 2,150 80% f _.._ 1050F(41°C) 17,600 �2,,280_ ( _79% 20,400 2,250 79% -�_ 24,000 2,340 j 79% u115°F(46°C) 17,600 2,500 1 81% 20,400 - -2,600 81% 24,000 2,700 81% • Capacity output and power usage are measured approximately at 50%indoor RH. • Capacities are obtained at standard piping length of each outdoor model Specifications are subject to change without notice.©2020 GE Appliances,a Haler Company All rights reserved Rev.Oct.2022 CONNECT SERIES SUBMITTAL 24K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDA2 / UUY24ZGDAB s O 'o Q GA o g jon o0 dle il[3 roJQ OO , 410 r16 1/81 handle m 1 0 0 00 0 o0 ]go TY z 8 4-M10 B m S 11 5/8" 20" (295) (508) � 6 0 481/4" (1226) 0 0 0 0 , 21 1/4" 21 1/4" (540) (540) Rev,Oct.2022 CONNECT SERIES SUBMITTAL 36K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDA2 / UUY36ZGDAB Job Name: Approval: Purchaser: Date: Submitted To: Submitted By: Construction: Unit: Reference: Drawing #: RequirementElectrical Power Supply 208/23OV,1 Phase 60 HZ i - Operating Voltage Range 187-253 VAC Control Voltage 24VAC Indoor: 15A Recommended Fuse/Breaker Electric Heaters: SkW: 30A Size 8kW: 45A i _N 10kW: 60A `• '• � 4 �" �,_-_M Outdoor MCA/MOP 24A/35A Operating Range ® pp Cooling 5-129°F (-5-54°C) pp Heating -22-75°F(-30-24°C) ACCESSORIES Cooling Performance _ Rated Cooling Capacity 36,000 BTU EI@CtPIC Heat Kits SEER 18 5kW Heater with 30A breaker (Model# UAZEH05A) -- ---- - ---- �--- — __ _ _ 8kW Heater with 45A breaker (Model# UAZEH08A) EER 10� �—`��Moisture Removal 6.03 Pt./Hr 10kW Heater with 60A breaker (Model# UAZEH10A) . Heating Performance_ - Rated Heating Capacity 36,000 BTU I H SPF 10 - - - ------ - .Supplemental Electric Heat(optional) SkW, 8kW, 101!<W AtasCEO Maximum Pipe Length 164 ft Intertek -- Maximum Pipe Height Difference 50 ft �) Connections 3/8"(Discharge) 1 The outdoor unit ships with flared soft copper � GE APPLIANCES � Padapters a Haier company i that are swaged for a brazed connection on the exterior 3/4"(SUCtIOn) of the outdoor unit. For more information visit us: www.geappliances.com/ductless Rev.Oct.2022 CONNECT SERIES SUBMITTAL 36K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDA2 / UUY36ZGDAB Outdoor Unit AUH2436ZGDA Indoor Unit UUY36ZGDAB Compressor D 48 1/4 x 21 1/4 x 21 1/4_C Inverter Driven Rotary 1 Uncrated Dimension (HxWxD) �_(1226 x Uncrated Dimension (HxWxD) 321/4 x 37 x 181/8 40 x 540 mm) 5 5 - - - _ _._.__.�� (820 x 940 x 460 mm) j _ W 501/2 x 26 x 23 3/4 Crated (HxWxD) (1283 x 660 x 603 mm) Crated (HxWxD) 38 1/4 x 42 3/4 x 221/2 (972 x 1086 x 572 mm) Airflow CFM 1000 j - -Outdoor Sound Rating dBMaximum 57 Static Pressure W.C. 1.0 _ Weight (Ship/Net) 240.3/217.2 Ibs Indoor Sound Level dB 47 _ Factory Refrigerant Charge�R`410A(9.81 Ibs) Weight (Ship/Net) j 169.8/156.5 Ibs HEATING CAPACITY DATA Indoor .- I Air Ternp Maximum Heating Max Heating Heating -22°F(-300C)1 18,600 4,060 18,400 1 4,150`� 18,000 4,190 11 -15°F(-26°C) 21,300 4,340 21,100 4,430 _�_� 20,600 4,470 I 5°F(-21°C) 25,500 4,530 25,200 i �4,630 24,800�- I 4,670 5°F(-15°C) 31,000 4,200 30,000 _ 4,800 26,000 -I 4,200 170F(-8°C) 37,000 _ 4,800_ _-~ 36,000 1 5,450 31,000 4,800 32°F(0-C)'l 37,000 _ i 4,200 36,000 _ ��4,800 33,000 4,850 470F(8°C) 38,500 3,150 38,000 _�_ 3,600 33,000 3,100 - 60°F(15°C) 38,500 12,900 a -38,000 �j 3,150 30,000 2,700- COOLING CAPACITY DATA -'- Indoor .- Air Temp Total Capacity Power Usage ---�=Im 1 50°F(10°C) 23,400 2, 30,600 2,400 EE 70% 36,000 ii 2,500 70% 200 70% _t_�_ _._ 1 _� j 65°F(18°C) 23,400 2,280 70%1 30,600 �+ 2,500 70% 36,000 , 2,600 j 70% E 750F(240C) 23,400 i 2,350 70% 30,600 i 2,600-•--�--7700%- 36,000 -�� 2,700 _j 70% �85°F(30°C) 23,40.0 2,400 I, 70°/u -'30,600_ 2,800 0 70% _37,000 -3,100 - 70% F- 950F(35°C) 23,400 2,610 70% 30,6000 T3,100 700/6 37,000 3,600 70/ 1050F(41°C) 23,400 3,680 69% i 30,600 4,370 I 69% 36,000 4,400 69%� I 115°F(46°C) 21,450 3,440 j 71% j 28,050 j 4,080::_L 71% 33,000 1 4,100 71% • Capacity output and power usage are measured approximately at 50%indoor RH. • Capacities are obtained at standard piping length of each outdoor model Specifications are subject to change without notice.©2020 GE Appliances,a Haier Company All rights reserved Rev.Oct.2022 CONNECT SERIES SUBMITTAL 36K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH2436ZGDA2 / UUY36ZGDAB . •0 r6im • o do rie 8 - O 6 � OO 989 16 e B dle a[e us1 O0 [I 7/elng �0 00410e handle O0 O O OO QO s 4-mio o e Is 11 5/8" 20" (295) (508) r 4! 481/4" (1226) o 21 1/4" 21 1/4" (540) (540) Rev.Oct.2022 r r CONNECT SERIES SUB. ITTAL 48K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDA2 / UUY48ZGDAB Job Name: Approval: Purchaser: Date: Submitted To: Submitted By: Construction: Unit: Reference: Drawing #: Electrical Requirement Power Supply ` 208/23OV,1 Phase, 60 HZ *= Operating Voltage Range 187-253 VAC _ Control Voltage 24VAC Indoor: 15A j Recommended Fuse/Breaker Electric Heaters: Size 10kW: 60A '' i,w 'aE,.,; 15kW: 30A+ 60A 20kW: 60A+ 60A Outdoor MCA/MOP 35A/45A �; O Operating Range 5-129°F (-5-54°C) a• Heating °F(-22-7530 _-24°C) - __ ACCESSORIES ' Performance Rated Cooling Capacity 48,000 BTU Electric Heat Kits SEER 18 IOkW Heater with 60A breaker (Model# UAZEH10A) _____ EER 11.5 15kW Heater with 30A and 60A breakers Moisture Removal 6.03 Pt./Hr (Model# UAZEHI5A) 20kW Heater with 60A and 60A breakers (Model# UAZEH2OA) Heating Performance Rated Heating Capacity 48,000 BTU ---.Rated ____•. HSPF 10.5 _ Supplemental Electric Heat(optional) 10kW,15kW, 20kk C 0% S Intertek Maximum Pipe Length 98 ft Maximum Pipe Height Difference vl 50 ft s Connections GE APPLIANCES The outdoor unit ships with flared soft copper adapters 3/8"(Discharge) a Haler company that are swaged for a brazed connection on the exterior 3/4"(Suction) of the outdoor unit. For more information visit us: www.geappliances.com/ductless Rev.Oct.2022 CONNECT SERIES SUBMITTAL 48K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDA2 / UUY48ZGDAB Outdoor-Unit AUH4-860ZGDA- Indoor Unit UUY48ZGDAB Compressor DC Inverter Driven Rotary_ 57 x 24 3/4 x 21 1/4 f Uncrated Dimension (HxWxD) � (1448 x 630 x 540 mm) R Uncrated Dimension (HxWxD) 53 3/4 x 42 3/4 x 14 5/8 __- -®_- ___ (1365 x 1085 x 370 mm) Crated (HxWxD) 159 3/8 x 27 2/8 x 26 ` _- `1 (1508 x 693 x 660 mm) Crated (HxWxD) j 9 1/4 x 45 3/8 x 19 3/8 - -- _ 1505 x 1153 x 493 mm_) _ __ Airflow CFM 1380 _ I Outdoor Sound Rating dB 58 Maximum Static Pressure W.C. 1.0 + ` IV Weight (Ship/Net N%t � 308.6 337.3 Ibs I �� Indoor� g ( p/ ) / Sound Level dBb 0 t�Factory Refrigerant Charge �R-410A(14.33 Ibs) J Weight (Ship/Net) 02.8/218.3 Ibs HEATING CAPACITY DATA Indoor .- Air Ternp Maximurn Heating Max Heating Max Heating -220F(-300C)i 26,600 1_ 5,580 -� 26,400 � 5,700 � 25,800 5,750 15OF(-260C) 30,000 ��_ �5,780 28,500 (Y�5,900 J 27,900 5,960 -50F(-210C) _ 34,500 ? 6,070� 34,200 6,200 33,500 ! 6,260 G 5°F(-150C), 43,900 e 6,470 43,000� 6,920� V 39,700 _Y�`6,660 170F(-80C) 48,500 5,980 _ 48,000 6,880 44,000 6,480 L..._..-,_._320F(OOC) 48,500 5,680 48,000� 5,800 47,000 5.860� I 470F(80C)1 48,500 3,850 50,000 M'� 4,210 _4_7,500_ 4,320 I 60OF(150C) 52,500 � 4,560 52,000 4,650 49,000 I 4,250 COOLING CAPACITY DATA Indoor .- Total Capacity D: Air • Total Capacity ■• Total Capacity mm- 50c)F(100C) 29,640 2,580 I 71% 40.800 _ ' 3,000 71% _48,000 j 3,400 _ 65OF(180C) 29,800 2,650 73% 40,800 3,560 J� 73% -~ 48,000 3,750 �d 73% Z 750F(240C) 31,200 2,980 72% f _40,800 3,650 72% 1 48,000 3,850 72% j� 85OF(30°C) 31,200 1 3,140 73% J 40,800 3,850 i 73% 48,900 4,100 73% 950F(350C) _ 31,200 a 3,480 73% 1 40,800 4,130 j 73% 48,900 4,720 _J 73% 105OF(410C) v 29,800 4,020 71% 1 40,800 5,030 r 71 . 48,000 5,300 71% I 115OF(460C) 27,270 _ 3,880 74% 35,400, , 4,710 �`74% 43,500 4,860 r 74% • Capacity output and power usage are measured approximately at 50%indoor RH. • Capacities are obtained at standard piping length of each outdoor model Specifications are subject to change without notice.©2020 GE Appliances,a Haier Company All rights reserved Rev.Oct.2022 Adlwk CONNECT SERIES SUBMITTAL uw 48K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDA2 / UUY48ZGDAB .o 0 0 46121 o 0 13715 on um 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 � o 0 0 0 0 :19 o 0 0 0 501101/0 0 0 0 0 0 0 0 0 0 0 11 5/8" 20" (295) (508) 0 57" (1448) Q 0 00 24 3/4" 21 1/4" (630) (540) Rev.Oct.2022 CONNECT SE.RIES SUBMITTAL 60K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDA2 / UUY60ZGDAB Job Name: Approval: Purchaser: Date: Submitted To: Submitted By: Construction: Unit: Reference: Drawing #: Electrical • • Power Supply 208/230V,1 Phase, 60 HZ I " ^ Operating Voltage Range 187-253 VAC Control Voltage 24VAC Indoor:l5A Recommended Fuse/Breaker Electric Heaters:10kW: 60A Size 15kW:30A+ 60A 20kW: 60A+ 60A Outdoor MCA/MOP 35A/45A Operating Range Cooling 5-129°F(-5-54°C) d 1 _ -- Heating -22-75°F(_30-24°C) Cooling nce ACCESSORIES Rated Cooling Capacity. 54,000 BTU Electric Heat Kits 10kW Heater with 60A breaker --- —____ SEER 17 —� _ EER 10.5 (Model# UAZEHIOA) �� � Moisture Removal 603 Pt./Hr j 15kW Heater with 30A and 60A breakers . _- (Model# UAZEHI5A) 20kW Heater with 60A and 60A breakers (Model# UAZEH2OA) HeatingPerformance Rated Heating Capacity 54,000 BTU _ HSPF 10 _ Supplemental Electric Heat(optional) 10kW 15kW 20kW �ns �`E ` Maximum Pipe Length [ 98 ft Intertek f Maximum Pipe Height Difference 50 ft Connections ' r GE APPLIANCES I The outdoor unit ships with flared soft copper adapters 3/8"(Discharge) I a Holercompany that are swaged for a brazed connection on the exterior 3/4"(Suctlon)�� �Mof the outdoor unit. { For more information visit us: www.geappliances.com/ductless Rev.Oct.2022 CONNECT SERIES SUBMITTAL 60K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDA2 / UUY60ZGDAB Outdoor Unit AUH4860ZGDA Indoor Unit UUY60ZGDAB Compressor i DC Inverter Driven Rotary pp 157 x 24 3/4 x 21 1/4 ----- _ I Uncrated Dimension (HxWxD) I (1448 x 630 X 540 mm) 53 3/4 x 42 3/4 x 14 5/8 JJJ _ ;Uncrated Dimension (HxWxD) _I (1365 x 1085 x 370 mm) Crated (HxWxD) 59 3/8 x 27 2/8 x 26 `�•-- "- - j a Crated (HxWxD) a 59 1/4 x 45 3/8 x 19 3/8 - (1508 x 693 x 660 mm) _ (1505 x 1153 X 493 mm) Airflow CFM 11600 �~ Outdoor Sound Rating dB 58 - Maximum Static Pressure W.C. 1.0 _ �_-- Weight (Ship/Net) 308.6/337.3 Ibs _ Indoor Sound Level dB 151 Factory Refrigerant Charge R-410A(14.33 Ibs) �_ Weight (Ship/Net) ' 202.8/21883 Ibs _ HEATING CAPACITY DATA Air Temp Maximum Heating Power Usage Max Heating Power Usage Max Heating -220F(-30°C)i 28,400 6,220 i 27,000 _6,350 26,000 6,410 -15°F(-26°C) 33,000 6,370�- i_ 32,000 _6,700 f 31,000 6,560 -5°F(-21°C)+ 38,000 6,610 37,000-- 7,000 ' 35,000 6,820� 5°F(-15°C)a 45,000 6,960 44,000_ 7,160 - - 42,000 7,170 I 17°F(-8°C) 50,000 - 6,660 49,00_0 7,100 45,000 6,870 (- 32°F(0°C) 55,000 6,470 _54,000 _ 6,600 52,000 - 6,660 47°F(8°C) 55,000 4,400 56,000 }-- 5,300 52,000 �5,050 60°F(15°C)J 60,600 5,300 I 60,000 I 5,400 50,000 4,400 COOLING CAPACITY DATA . .. perature Air Temp Total Capacity Power Usage TO t a�6�M D B (Btu/h) (W) M_ �Mm.. 500F(10°C)J 30,500_ 2,680 70% 45,900 3,900 1 70%_ 54,000 4,120 1 69% 1 65°F(18°C) 30,500 2,720 69% 45,900 4,030 70% 54,000 1 4,250 �70% 75°F(24°C) 32,100 3,100 70% 45,900 4,180Y- _70% 54,000 4,400 70% 850F(30°C) 32,100- 3,250 70% 45,900 4,320 [ 70% 55.000 4,650 -�70%Y �- 95°F(35°C) 32,100 3,600- 70% 45,900 - 4,790 j 70%- 55,000 1 5,410 709/6- 1 105°F(41°C) 30,100 4,100 69% 45,900 6,200 69% 54,000 6,650 - 69% - I---i i^ 115°F(46°C) 28,000 4,000 � 71%-J- 36,000 `9 5,000 - _71% 46,000 5,700_ i 71%Jj • Capacity output and power usage are measured approximately at 50%indoor RH. • Capacities are obtained at standard piping length of each outdoor model Specifications are subject to change without notice.©2020 GE Appliances,a Haler Company All rights reserved Rev.Oct.2022 CONNECT SERIES SUBMITTAL 60K SIDE DISCHARGE HIGH STATIC HEAT PUMP SYSTEM GE APPLIANCES AUH4860ZGDA2 / UUY60ZGDAB owff .. OO °� o0 dle )p 1/31 �0fic rise handle ^ � 00 Q° OO 0 4-N10 -F=72Z 19 9 11 5/8" 2011 (295) (508) �o 57" (1448) 0 0 00 24 3/4" (630) (540) Rev.Oct.2022