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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#: 51714 Date: 03/06/2025 Permission is hereby granted to: Alfano Family Trust PO BOX 266 Laurel, NY 11948 To: construct single-family dwelling as applied for per SCHD approval. Premises Located at: 800 Corey Creek Ln, Southold, NY 11971 SCTM#78.-4-12 Pursuant to application dated 01/28/2025 and approved by the Building Inspector. To expire on 03/06/2027. Contractors: Required Inspections: Fees• Single Family Dwelling-NEW $2,434.00 CO Single Family Dwelling-New $100.00 Total $2,534.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-950211t� : /www.sot th('l ito r t V Date Received APPLICATION FOR BUILDING PERMIT L� For Office Use Only PERMIT NO. � Building Inspector:,........ �_......� Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: OWNER(S) OF PROPERTY: Name: Project Address: O. Cc V--e� A1`k1 Phone#: 1- - 6 � � Email: Mailing Address: C v Q' ) L/�J 'e-&, i�% CONTACT PERSON: Name: t.tP V-41, d Mailing Address: to 4, "' �4LI JI C-� N'D (2 (�JY/9 Phone#: ��l (a y - �. Email: DESIGN PROFESSIONAL INFORMATION: Name: '571 Mailing Address: Ai Phone#: Ll' `� Email: CONTRACTOR INFORMATION: Nam\:.++ Mailing Address: � Phone#: ", �" Email: � '"C" Gwl DESCRIPTION OF PROPOSED CONSTRUCTION Wew Structure ❑Additi n ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other ' 1Z.Ko ----- Will the lot be re-graded? ❑YeSA"O Will excess fill be removed from premises? ❑Yes 1 PROPERTY INFORMATION Existing use of property: �J C � j 1 Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to lj�-,,7), 11 this property? DYes>k< IF YES, PROVIDE A COPY. Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in buddingls)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. "^ � a Application Submitted By t name): Vej uhorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) : COUNTYOF V being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ,o< `� � ��� ," ` '� (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 day of 1 20 Not u moy A; SAP % Public.stat a'% a PROPERTY OWNER A UTHORIZA►TION I t io&AON counv 7 (Where the applicant is not the owner) i,:axi I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Ii In De atom nt A lieation AUTHORIZATION (Where the Applicant is not the Owner) I, t?-Ij residing at �aV Crci4 f A AP (Print property owner's name) (Mailing Address) �r �t do hereby authorize YO �° ��ve-YI (Agent) b. C . r z/ ' to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) (Print Owner's Name) so Town Hall Annex w Telephone(631)765-1802 54375 Main Road P.O.Box H 79 � Southold,NY 1 1 97 1-0959 +� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 26, 2024 To: Paul Davey 1365 Waters Edge Way Southold,NY 11971 RE: SCTM# 1000-78.4-12—Alfano, Determination of Merger Request Mr. Davey: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (631) 765-1802. Respectfully Yours, ... .mow:::... _........ _. �. Amanda Nunemaker, Plans Examiner ACC)RU CERTIFICATE OF LIABILITY INSURANCE 1q/ 7/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTFICATE HOMM IMPORTANT: R do is atr ADDITIONAL WSUREW Nte, l ' "" must have ADDITIONAL WASURED prvrisiom or be endorsed. If SUBROGATION I5 WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. CONTACT 191 iR Ronkonkoma Avenue PRODUCER E Li sa Marie .. Aspen Agency Inc P� 631�4'71-7575 .�,� F��,(631)3t�9 2439 . Ronkonkoma,NY 11779 INSURED INSURER B: Sligo Construction Corp INSURER c ._... ....... _w_..ma....... _._..W� 1365 Watersedge Way INSURER0. _.............. Southold, NY 11971 INSURERE: ...... rr� COVERAGES CERTIFICATE NUMBER: 000'I 14352206 REVISION NUMBER: 52 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. IN5R ..... POLICY NUMBER IMMIODIVYM A X COMMERCIAL GENERAL LIABILITY GL2023RLM00420 10/15/2024 10M5/2025 EACH OCCURRENCE m $ _ 1000000 .I CLAIMS-MADE O OCCUR Q Oprll, r ) $ 1 QO OOO M_ED EXP An ane erson) $ 5 OOO �......._ ._ �www PERSONAL&ADV INJURY $1 OOO OOO GEN`L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ Z OOOyOOO POLICY E]JEC LOC PRODUCTS-COMP/OP AGG $ µZ 0__OOO AUTOMOBILE LIABILITY IIN1'.-. S L. 1T $ _..........ANY AUTO ) _. BODILY INJURY(Per person $$ AUTOS ONLY AUTOS AUTOS ONLY ..,,... AUTOS ONLY �PPRCJPTVaAMIAGEq j $ OWNED SCHEDULED INJURY Per accident HIRED NON OWNED .._ UMBRELLA LIAB OCCUR EACH OCCURRENCE [,� EXCESS LIAB CLAIMS-MADE AGGREGATE ..... DED RETENTION$ $ WORKERS COMPENSATIONT..,,.TlGL]E F AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNE Ym/""� E.L.EACH ACCIDENT mm ma $ OFFICERIMEMBER EXCLUDED? NIA """""'""'"""" " (Mandatory In NH) E.L.DISEASE-EA EMPLOYE S If yyes,describe under DESCRIPTION OF OPERATIONS below E,L.DISEASE-POLICY LIMIT $ :EJ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AU7; 7ESEN'TATIVESouthold, NY 11971 LIS ©1988_2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS On 10/07/2024 at 03:14PM N YS I F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP SOUTHOLD BUILDING DEPARTMENT 1365 WATERSEDGE WAY 54375 NY-25 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353 733-7 16506 04/15/2024 TO 04/15/2025 1/27/2025 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 10 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT S7NCE FUND V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:834503366 U-26.3 Suffolk County Dept,of LLabor,Licensing a Consumer Affairs HOME IMPROVEMENT LICENSE Name PAUL J DAVEY Nustlle4s Name This rtrtsss that the SLIGO CONSTRUCTION CORD b0af0f License Number H-29373 by ft COUntY of wAdk Issued: 08/22/2001 Rosati.,prog& Expires: 08/01/2025 Commissioner Suffolk Coun-ty Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 , DATE ISSUED: 8/22/2001 No. 29373- SUFFOLK COUNTY Home Improvement Contractor License This is to certify that PAUL J DAVEY doing business as SLIGO CONSTRUCTIION CORP _ having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME _ IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT p CONSUMER AFFAIRS ID CARD Director A New York ECCC 2020 UA Compliance Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 39.2 48.0 Above-Grade Walls 145.3 150.9 Windows,Doors and Skylights 130.9 118.9 Slab Floor: 0.0 0.0 Framed Floors 63.1 46.4 Foundation Walls 0.0 0.0 Rim Joists 7.1 6.7 Overall UA(Design must be equal or lower): 385.6 370.9 Requirements R402.1 S Total UA alternative compliance passes by 3.8%. The proposed home meets the UA requirement by 3.8% R4023.2 Average SHGC:0.30 Max SHGC:0.40 Average SHGC of 030 is greater than the maximum of 0.40. R402.4.1.2 Air LeakageTesting A post construction blower door test is required to verify the air leakage meets the V. requirement R4025 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is[No Limit]. R4025 Area-weighted average fenestration Ufactor R404.1 Lighting Equipment R403.6.1 Mechanical Ventilation Efficacy Mandatory Checklist Mandatory rode requirements that are not checked New York2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met. R403.6 Mechanical Ventilation Rate R4033A Duct Leakage Testing R40353 Hot water pipe Insulation Hot water pipes at least 3/4 in diameter must be Insulated to R-3 at minimum. Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 3.8%. Name: Michael Fauci Signature: `V""I Fauci Organization: Energy Testing Services Digitally signed: 12/23/24 at 12:53 PM Ekotrope RATER-Version 4.0.2.3542 Newyork ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm.including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report Energy Code inspection Checklist Property Organization Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. General Building Information Conditioned Area(sq ft) 2,640 Conditioned Volume(cubic ft) 30,263 Insulated Shell Area(sq ft) 5,832 The building energy model in Ekotrope reflects the building assemblies and energyfeatures listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor pName:Floor over Basement(1,310 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Name:Exterior Floor (32 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:II Foundation Wall None Present Above Grade Wall W a,k Name:Exterior Walls(2,610 s.f.) R-3 continuous insulation,R-15 cavity insulation Insulation Grade:I Name:Staircase (220 s.f.) R-0 continuous insulation,R-15 cavity insulation Insulation Grade:II 1 Rim Joist Energy Code Inspection Checklist Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. Name:Band Joist (154 s.f.) R:18.00 Ceiling/Roof El Name:Hot Roof(1,506 s.f.) R-0 continuous insulation,R-38 cavity insulation Insulation Grade:I Opaque Door Name:Front Door(20 s.f.) R:5.00 Name:Basement Door(17.8 s.f.) R:5.00 Glazing Name:ff 2 e(Front)(27 s.f.), U:0.300, SHGC:03, Orientation:EAST Name:ff 2 e(12 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:ff 3 e(40.5 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 2 e(27 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 1 e(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 1 e(18 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 3 e(40.5 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:ff 2 n(Right)(22.5 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH 2 Name:sf 1 n(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH Energy Code Inspection Checklist Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. Name:sf 1 n(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH Name:ff 2 w(Rear)(19 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:ff 1 w(40 s.f.), U:0.300, SHGC:0.3, Orientation:WEST s Name:ff 1 w(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:ff 2 w(27 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 1 w(13.7 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 1 w(3 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 2 w(27 s.f), U:0.300, SHGC:0.3, Orientation:WEST Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type:Exhaust Only,24 hrs/day,42 Watts(Default) Mechanical Equipment 11 Heating System 1 -Natural Gas-50%Heating Load @ 95 AFUE LJ Cooling System 1 -Electric-50%Cooling Load @ 16 SEER2 Heating System 2-Natural Gas.50%Heating Load @ 95 AFUE 3 Cooling System 2-Electric-50%Cooling Load @ 16 SEER2 Energy Code Inspection Checklist Property Organization Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. Water Heating•Natural Gas•100%Hot Water Load @ 0.95 Energy Factor Air Leakage Control Test Status:To be blower-door tested House is air-sealed as to achieve 1,513 CFM50(3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as:52 CFM @ 2513a(3.93/100 ft) Total Leakage specified as:Untested Duct System 2 All ducts and equipment within conditioned space Untested 4 Energy Code inspection Checklist Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test:Dud Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Dud Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Dud Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstrudion Leakage Test:Total Dud Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Dud Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Dud Leakage<=3 CFM25/100 sq ft CFA. * Note:IECC 2021 requires Total Dud Leakage<=8 CFM25/100 sq ft CFA when all duds and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all duds and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes 5 Service Address Bill To En rj:,, 800 Corey Creek Lane Sligo Construction Ser/ Southold, NY 11971 Corp. +(516) 2 04-2444 Cell Energy Testing Services Payment terms Due upon receipt Invoice # 2563 1648 Locust Ave Suite E Bohemia, NY 11716 Date 12/16/2024 Phone: (631) 244-2627 Email: mcaruso@energytestingservices.com Web: www.energytestingservices.com Description Total HERS Rating $0.00 The Standard HERS Rating Certification For A Typical Dwelling Includes:The Initial Consultation, Plan Review, Recommendations To Meet The NYS Energy Code and Local Energy Code Requirements, Thermal By-Pass Checklist(TBC) or Insulation Inspection, Final Inspection (Blower Door Test, Total Duct Air Leakage Test & Combustion Safety Testing). Submittal For Confirmed HERS Rating and Final Certification of Dwelling. Manual J $310.85 Mechanical System Design - Heat Loss Calculations. Manual S $207.23 Selection of Mechanical Equipment- Mechanical Equipment Capacity& Efficiency, Manual D $310.85 Duct Design Report- Mechanical Equipment Locations, Duct Locations, CFM, Duct& Grille Sizes.. Plan Review $345.38 Provisional HERS Compliance Reports. r Subtotal $1,174.31 Total $1,174.31 Paae 1 of 4 RESNE C HOME ENERGY RATING Standard Disclosure For home(s) located at:800 Corey Creek Lane,Southold,NY Check the applicable disclosure(s): 'The Rater or the Rater's employer is receiving a fee for providing the rating on this home. ElIn addition to the rating,the Rater or the Rater's employer has also provided the following consulting services for this home: MA.Mechanical system design 11B.Moisture control or indoor air quality consulting rC. Performance testing and/or commissioning other than required for the rating itself —]D.Training for sales or construction personnel E]E.Other(specify) E]The Rater or the Rater's employer is: „J,A.The seller of this home or their agent B.The mortgagor for some portion of the financed payments on this home ,LC.An employee,contractor,or consultant of the electric and/or natural gas utility serving this home WThe Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems Rater Employer Rater Employer Thermal insulation systems Rater L—JEmployer Rater �-1Employer Air sealing of envelope or duct systems Rater I Employer Rater Employer Energy efficient appliances Rater ElEmployer Rater E jEmployer Construction(builder,developer,construction contractor,etc) Rater ElEmployer Rater Employer Other(specify): Rater Employer Rater Employer This home has been verified under the provisions of Chapter 6,Section 603"Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET).Rater Certification#:8619824 Name: Michael Fauci Signature:/ Organization: EnergyTesting Services Digitally signed: 12/23/24 at 12:53 PM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended March 20,2017 Building Summary Property organburtion Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. /r fir r a v r i� i Number Of Bedrooms 4 ............., .. ... Number Of Floors 2 Conditioned Floor Area[sg.fL] 2fM Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[cu.fL] 30,263 Total Units in Building 1 Residence Type Single family detached Number of Floors In Building Floor Number Model Community RESNET/IECC 2006-2018 Climate Zone 4A IECC2021 Climate Zone 4A „,� ,,,,,,, „, ,,, ,r,o,v ,,, r4i Ol �„ r G,,, r o .�. r r r r� r None Present .,, . �r ri/ r ii M . None Present / r ,, „0// r rr IF. ,/� i" r ire ri i/ / is ri / c ' None Present pia rrr ri r 0 None Present �r O o r /iiri /�i ri r /�� r i� Nance Library7ype Carpet Floor Grade Surface Area Location ..... ......... ...... ...... ... ....._.... ._.. ................., ............ ................ .... .._.�............. .... ..w. .... Exterior Floor 30(161115)2(95)H 1 Above Grade 32.0 ft Exposed Exterior Vinyl Floor Over Basement 30(161115)2(95)Exposed 1 Above Grade 1,310.Ofe Uninsulated Unconditioned Basement Building Summary Property Organization Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-am Corey Creek Lang,Southold I Initial House Design Builder Sligo Construction Corp. / � ..r r /r r �/ 1 r i�/r,� d r r err T Name Effective R-value 30(16/115)2(95)Exposed.......... ........................................................................_____........28.923 30(16/115)2(95)H 27.661 Vinyl r r, 4 Name Ubrary Type Surface Area Location Band Joist ....... ................. _,u.R15+3 .,.............. a. ,w......�.�.... ........__ .' ...... ........ ...,,,,,,,,.... �.�.�...._ „u................. .- .... 4.0 ft' Exposed osed Exterior 'w / //r r r / r //r/ r/ri r / �9p7Ad� flk�� i/ r /r r" r Name Effective insulation R wralua Rl5+3, ..,,,,M,..............................,...,,....... ..,,,,.. ... 18.00 ,� / i,„ ' /% r rri /�o%� /� /MRS Name Lib i.....::...... �,i„, rary7ype Surface Color SotarAbssrtptance Surface Area Location Exterior Walls ... R15+3(16/35)1(5)....... .... .µ.5F5VLL µ....WW__.Medium ... .. ........ ..._ .0.75. 4141�................2,610Aft 2......_ ......WyExposed.Exterior Staircase 15(16/3.5)2(.5)Staircase Medium 0.75 220.0 ft Uninsulated Unconditioned Basement m / Name Effective R-value ................................................................_,,.w.......,........................................._.. 15(16/35)2(.5)St3ircase 11.421 R15+3(16/35)1(5) 16.659 2 Building Summary Property organization Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-SW Corey Creek lane,Southold,I Initial House Design Builder Sligo Construction Corp. m,�, i i„ i Name Libra Type Wail FaundationWON Isoperable Overhang Overhang Ft To Overhang FtTo Orientation Surface Ama Assignment Assignment Depth Top Bottom ...................... ......... ...... _..._,,,... ,— ....,.,......... ....m._,,..... .., ...._.,.._....... ............... ff l w , 30 30 Exterior Walls Yes 0 0 0 West 40.0 fe fflw 3030 Exterior Walls Yes 0 0 0 West 135fe ff 2 e 3030 Exterior Walls Yes 7 1.7 7.8 East 12.0 ft' ff 2 e(Front) 3030 Exterior Walls Yes 7 13 5.3 East 27.0 ft ff 2 n(Right) 3030 Exterior Walls Yes 0 0 0 North 225 ft ff 2 w 3030 Exterior Walls Yes 0 0 0 West 27.0 fe If 2 w(Rear) 3030 Exterior Walls Yes 0 0 0 West 19.0 ft ff 3 e 3030 Exterior Walls Yes 7 13 5.3 East 405 ft' sf 1 e 3030 Exterior Walls Yes 1 23 6.3 East 135 fe sf 1 e 3030 Exterior Walls Yes I 23 4.8 East 18.6 fe sf 1 n 3030 Exterior Walls Yes 0.8 3.1 7.2 North 135 ft' sf 1 n 3030 Exterior Walls Yes 0.8 9.1 13.2 North 135 ft sf 1 w 3030 Exterior Walls Yes 1 13 3.8 West 13.7 fe sf 1 w 3030 Exterior Walls Yes i 12 2.8 West 3.0 fe sf 2 e 3030 Exterior Walls Yes 0.8 5 9.1 East 27.0 ft sf2w 3030 Exterior Walls Yes 1 13 5.3 West 27.Oft' sf 3 e 3030 Exterior Walls Yes 0.8 7.7 11.8 East 405 ft ,r r ; O i Name Shga U-hctor 30 30.. .......� ........�........._.........,.._.w........... ......w m�-,.-...www.._._ ...... ........m 03 0300 9',� i i i v r i None Present 3 Building Summary Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,W 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-SW Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. r r / „5 None Present ,may, r rri/ j �6 R/A Name Librarylype Wall Assignment Foundation Wall Emittance Solar Absorptance Surface Color Surface Area Location Assignment Basement Door.._.„Fiberglass Door_._._.. Staircase ..._..w..,. _......0.9 ... .... 0.75 ......"."" ,."""..,_,....,,..._ _ft'., Medium 17.5 fP Uninsulated Unconditioned Baumew Front Door Fiberglass Door Exterior Walls 0.9 0.75 Medium 20.0 ft Exposed Exterior r / v, rr / ji i rr Poll 4 Name Effective R-value Rberglass Door............... 5.00 �i 00 / ;;, ryyy� ry ,9�^ ri/�Iy %% Name Library Attic Clayor Doesthe Roof Slope Ceiling EaveHei ht Eave Surface Solar Surface Location Type Exterior Concrete Roof have Framing f n.] Length[m.) Color Absorptance Area Area[ft') RoofTlles Eaves? Height(in.] Hot Roof SA 1,506 µ .........No No N/A N/A N/A WA Medium 0.75 1,506.Oft'Vaulted Roof R38(16/9.5)1( r� /rr . c ,,,, r r/' // /r r ii / t / % r// r //r// rr1/0 r Name Has Radiant Barrier Effective it-value .... ........ w.... ........- ......._,,..._ ,,,__. _�,........................ SA R38(16/95)1(LDF) No 31381 i Infiltration Measurement Type Shelter Class .. .......... 3 ACH at 50 Pa ..,..w.. . To be blower-door tested 4 4 Building Summary Property Organ on Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,MY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-SM Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. ---........... ......... ........... ......... ...............p............. . ................................................ ........... .......... —4 'k 0 Venwo"00'rype 'Ventilation Rate Ife I Operational hours Fan Watts Runs once every Energy Recovery Model NVMb4w Manuhcturer Minute] per day three hours Percent "................ ............... ................ ................ ..........................Exhaust Only 120 CFM 24 42 Watts(Defauft) Yes 0 ................................... .......... ........... /........... ..................... awng�// dw V A, 3" Y?s ii"i'-0—i Interior Fluorescent %Interior LED Lighting Exterior Fluorescent %worlor LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting ............................... ......... 0 100 0 100 0 100 ...................... -................ .......Y ............. ...........w,nd'91, M I NO % "Y o On, V ; None Present ................ '.-' .......... ........... 00 Aiaryt None Presets ............ ..........................',............. ......................../'-' ......... F None Present �........... --mg g t'? .. ....... None Present .......... .......... /rn .......... .............. Mjk w "N ft/�//'Q& V P, -MA None Present Building Summary Property Organ on Inspection Status Boo Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold,I Initial House Design Wider Sligo Construction Corp. ......... ,--......... ..............-,—...... .. ............. ..................... 5E None Present ................ C/SE///��,"/........ S V two, None Present .............. ............................ ...........................", Name UbraryType Striat Number Heating Percent Load Cooling Percent Load Hot Water Percent Land Location ........................ ....... ... ........... .. ........... .................................. Cooling System 1 16 SEER2 23.6K D% 5D% 096 Unconditioned Basement 907958879) /Crawlspace Cooling System 2 16SEER218K1207904371) 0% 50% 0% Conditioned/Sealed Attic Heating System l 95%AFUEHydro-Coll,60k 50% D% 0% Unconditioned Basement NO /Crawlspace Heating System 2 95%AFUE Hydro-Coll,60k 50% 0% o% Conditioned/Sealed Attic NG) Water Heating .95 EF Instant 0% 0% 10096 Unconditioned Basement /Crawlspace, .................................", ............... .............. Equipment Type Residential Water Heater Fuel Type Natural Gas Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.95 Energy Factor "Fankless? yes ............ ........... ...... ............/.........,......... ............. Equipment fype Air Conditioner Fuel Tyr*. Electric Distribution Type Forced Air Motor Type ECM(Variable Speed) Heat Purnp System Type Unspecified Cooling Efficiency 16 SEER2 Cooling Capacity lk8tu/hJ 18 6 Building Summary Property Organi on Inspection Status 800 Corey Creek lane Energy Testing Services Results are projected Southold,MY 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold I Initial House Design Builder Sligo Construction Corp. q Conditioner E uipmentType AirCondner....__, .....µ,µ..................._._ _,. .......... Fuel Type Electric Distribution Type Forced Air Motor Type PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 16 SEER2 Cooling Capacity[kBtu/h] 23.6 ,, EquipmentType Boiler Fuel Type ..Natural..6as ..._ _,,......... Distribution Type Forced Air Motor Type PSC(Single Speed) Heating Efficiency 95 AFUE Heating Capacity[kBtu/h] 60 Use default EAE Yes EAE[kWh] 170 7 Building Summary Property organisation Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp-800 Corey Creek Lane,Southold,I Initial House Design gilder Sligo Construction Corp. . ri„,,, , Distribution Type Forced Air Heating Equipment Heating System 1 Cooling Equipment Cooling System 1 Sq.Feet Served 1,322 #Return Grilles 1 Supply Duct R Value 8 Return Duct RValue 8 Supply Duct Area[ft21 356.94 Return Duct Area[ft) 66.1 Leakage to Outdoors 52 CFM @ 25Pa(3.93/100 ft) Total Leakage 52 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Dud 1 Dud Location Basement(insulated basement ceiling) Percent Supply Area 100 Percent Return Area 100 Dud 2 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud 3 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud 5 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud 6 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Distribution Type Forced Air Heating Equipment Heating System 2 Cooling Equipment Cooling System 2 Is All Equipment In Conditioned Space Yes Leakage Default HERS Default Leakage Duct System Efficiency 0.88 HVAC Grading Not Conducted 8 Building Summary Property orgenaation Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,W 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold I Initial House Design Builder Sligo Construction Corp. Has Ceiling Fan No s71 „' U* Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 97 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Drain Water Heat Recovery? No ,. ii Cef 3.01 Fuel Type Electric Field Utilization Timer Controls Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type HERS Reference Is Heat Pump No of i m i Label Energy Rating 400 kWh/Year $Annual Gas Cost __..27......00."0'0............ .. _.... ......... .. ..... .. Electric Rate $0.12/10h Gas Rate $1.09/Therm Capacity 3 Imef 1 Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes Dishwasher DefaultsType Custom................._,...,_ ... _........ ....,............. Dishwasher Size Standard Dishwasher Efficiency 270 kWh Annual Gas Cost $30.00 Electric Rate $0.12 M Gas Rate $1.09/rherm Is Outside Conditioned Space No Dishwasher Available Yes 9 Building Summary Property organbcation Inspection Status SGO Corey Creek Lane EnergyTesting Services Results are projected Southold.NY 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. ......... ............ ..... ......... JC #0 Programmable thermostat? Yes Range/Oven Fuel Electric i Convection Oven? No Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 691 kWh/Year Refrigerator Outside Conditioned Space? No ............. ........... .......... .............. 7 .......... 10 Load Short Form Job: MF641 Date: Dec 23,2024 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www,energytestingservices.com License:8619824 Project • • For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 Design Information Htg Clg Infiltration Outside db(°F) 16 86 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (°F) 54 11 Pressure/ACH/AVF 50 Pa/3.0/1156 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/lb) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Laars Heating Systems Company Make Carrier Trade LAARS Trade 15 SEER2 AC Model MFTCW199(N,P)*... Cond GA5SAN42400WA0 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207958879 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 16520 Btuh Heating output 181000 Btuh Latent cooling 7080 Btuh Temperature rise 210 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft.) (Btuh) (Btuh) (cfm) (cfm) Bedroom 1 156 2026 2763 114 130 131 WIC 22 247 37 14 2 Computer Room 138 1927 2116 108 100 131 Bath 65 650 593 37 28 Lay. 23 0 9 0 0 Dining Room 156 1394 2841 78 134 Kitchen 200 2147 4451 121 210 Living Room 330 3563 2710 200 128 Foyer 195 2058 1164 116 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed„ 2024-Dec-23 12:51:48 800 Core 11 ee ane w Right-Suite@ Universal 2023 23.0,01 RSU30008 Page 1 Southold,NY 11971.rup Calc=MJ8 Front Door faces: E System 1 1284 14013 16683 787 787 Other equip loads 0 0 Equip. @ 0.91 RSM 15132 Latent cooling 2996 TOTALS 1284 I 14013 I 18128 787 787 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, rt„ 2024-Dec-23 12:51:48 �800 Core�Cr Greek Lane Right-Suite®Universal 2023 23,0,01 RSU30008 Page 2 y Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Load Short Form Job: MF641 Date: Dec 23,2024 wa^`� System Z By: Michael Faucl Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone: 516-204-2444 Design Information Htg Clg Infiltration Outside db(°F) 16 86 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (°F) 54 11 Pressure/ACH/AVF 50 Pa/3.0/ 1156 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Laars Heating Systems Company Make Carrier Trade LAARS Trade COMFORT 15 SEER2 AC Model MFTCW199(N,P)"... Cond 24SCA518WC0300 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 12600 Btuh Heating output 181000 Btuh Latent cooling 5400 Btuh Temperature rise 275 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 3 144 2271 3020 100 162 B3 WIC 31 461 76 20 4 Laundry 41 160 453 7 24 B2 WIC 29 412 71 18 4 Bedroom 2 144 2358 2744 104 147 Hall 127 0 0 0 0 Bath 51 622 329 27 18 Master Bath 132 1271 768 56 41 M WIC 2 33 403 68 18 4 M WIC 75 1291 211 57 11 Master Bedroom 377 4359 3453 192 185 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WI'.ghtsA f t" 2024-Dec-23 12:51:48 � a.,,.,,,a„„„„,„„ ,,„,.,, Rlght-Suite®Universal 202323.0.01 RSU30008 Page 800 Corey Creeke,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E System 2 1183 13607 11193 600 600 Other equip loads 0 0 Equip. @ 0.91 RSM 10152 Latent cooling 1270 TOTALS 1183 ' 13607 I 11423 I 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2024-Dec-2312:51:48 +w.•� w.-,••-. Right-Suite®Universal 2023 23 A 01 RSU30008 Page 4 ..,,:800 Corey Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E BuildingAnalysis Job: MF641 Y Date: Dec 23,2024 � System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:rr(a ucd energytestingsery c s.adam Web:www.energytestingservices.com License:8619824 Prpject Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 Design, Location: Indoor: Heating Cooling Long Island MacArthur AP, NY, US Indoor temperature (T) 70 75 Elevation: 84 ft Design TD (°F) 54 11 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 45.1 30.9 Dry bulb(T) 16 86 Infiltration: Dailyrange (°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/ 1156 cfm • Component Btuh/ft2 Btuh % of load Walls 2.9 4511 32.2 Duds Glazing 16.2 3579 25.5' Doors 15.7 320 2.3 Vlblls 0!0- Ceilings 2.0 239 1.7 Floors 0.0 19 0.1 Infiltration 2.7 3752 26.8 4 tmwalmn Ducts 1594 11.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 14013 L 100.0 °Ed`g Component Btu hfF Btuh %of load Walls 0.7 1126 6.7 VdIs Glazing 24.5 5410 32.4 Doors 7.2 146 0.9 Ceilings 0.7 84 0.5 Floors 0.0 4 0.0 Gairg Infiltration 0.2 353 2.1 Ducts 395 2.4 IrberdGirs Ventilation 0 0 Internal gains 9165 54.9 Blower 0 0 Adjustments 0 0 Total 16683 100.0 IAL Latent Cooling Load =2996 Btuh Overall U-value=0.062 Btuh/ftIL T, Window/Floor Area =17.2% Data entries checked. Mh#W""'y �`".b'' 2024-Dec-2312:51:48 ., -- p•e Right-Suite®Universal 2023 23.0.01 RSU30006 Page 1 800 Core Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E BuildingAnalysis Job: MF641 Y Date: Dec 23,2024 By: Michael Fauci System 2 Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energ,ytestingservices.com License:8619824 Project Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 ------- Design Conditions Location: Indoor: Heating Cooling Long Island MacArthur AP, NY, US Indoor temperature (°F) 70 75 Elevation: 84 ft Design TD ('F) 54 11 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.1 30.9 Dry bulb ff) 16 86 Infiltration: Dailyrange ff) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/ 1156 cfm Heating Com onent Btuh/ft2 Btuh %of load Walls 3.4 3766 27.7 Duds Glazing 16.2 2297 16.9 GIs Doors 0 0 0 11( Ceilings 2.0 2354 17.3Floors 1.5 31 0.2 Infiltration 2.7 2974 21.9 __Irtilt4cn Ducts 2185 16.1 Piping 0 0 Humidification 0 0Ventilation 0 0 Qaanghff Adjustments 0Total 13607 100,0 Component Btuh/fF Btuh % of load Walls 0.9 940 8.4 V141Is Glazing 20.7 2933 26.2 Doors 0 0 0' Ceilings 0.6 703 6.3 Floors 0.3 6 0.1 Gairg _ IriartlC�irs Infiltration 0.2 280 2.5 Ducts 996 8.9 Ventilation 0 0 Internal gains 5335 47.7 Blower 0 0 wt Adjustments 0 Total 11193 100A Irk m DuJS Latent Cooling Load = 1270 Btuh Overall U-value=0.242 Btuh/ft�°F, Window/Floor Area =12.0% Data entries checked. 2024-Dec-23 12:51:48 - g ,!r Right-Suite@ Universal 2023 23,0.01 RSU30008 Page 2 800 Core Creek � wr .., y Lane,Southold,NY 11971,rup Calc=MJB Front Door faces: E Project Summary Job: Dee2 Date: Dec 3,2024 System I By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mtauci@energytestingservices.com Web:www.energytestingservices.corn License:8619824 Proiect Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone: 516-204-2444 Notes: Design, f f Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12419 Btuh Structure 16288 Btuh Ducts 1594 Btuh Ducts 395 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14013 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 15132 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial /2 Pressure/ACH/AVF 50 Pa/3.0/ 115 cfm Structure 2331 Btuh Ducts 665 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 1284 1284 Equipment latent load 2996 Btuh Volume (fP) 12430 12430 Air changes/hour 0.31 0.15 Equipment Total Load (Sen+Lat) 18128 Btuh Equiv.AVF (cfm) 63 30 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Laars Heating Systems Company Make Carrier Trade LAARS Trade 15 SEER2 AC Model MFTCW199(N,P)"" Cond GA5SAN42400WA0 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207958879 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 16520 Btuh Heating output 181000 Btuh Latent cooling 7080 Btuh Temperature rise 210 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-Dec-23 12:51:49 800 Core Creek Lane, Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 tCW Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Project Summary Job: MF641 J ' Date: Dec 23,2024 System Z By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingsenrices.com License:8619824 ProiectInformation For: Sligo Construction Corp. 800 Corey Creek Lane,Southold, NY 11971 Phone:516-204-2444 Notes: DesianInformation Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11422 Btuh Structure 10197 Btuh Ducts 2185 Btuh Ducts 996 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13607 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 10152 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial /2 Pressure/ACH/AVF 50 Pa/3.0/ 115 cfm Structure 700 Btuh Ducts 570 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1183 1183 Equipment latent load 1270 Btuh Volume (ft3) 9463 9463 Air changes/hour 0.32 0.15 Equipment Total Lead(Sen+Lat) 11423 Btuh Equiv.AVF (cfm) 50 24 Req.total capacity at 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Laars Heating Systems Company Make Carrier Trade LAARS Trade COMFORT 15 SEER2 AC Model MFTCW199(N,P).... Cond 24SCA518WC0300 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 12600 Btuh Heating output 181000 Btuh Latent cooling 5400 Btuh Temperature rise 275 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrY e 49 Right-Suite®Universal 2023 23.0.01 RSU30008 2024-Dec-2312:51: , Pagee 2 600 Corey ,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: MF641 Date: Dec 23,2024 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.cam Web:www,energytestingservices.com License:8619824 -- Project Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone: 516-204-2444 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.60 in H2O 0.60 in H2O Supply/return available pressure 0.480/0.120 in H2O 0.480/0.120 in H2O Lowest friction rate 0.131 in/100ft 0.131 in/100ft Actual air flow 787 cfm 787 cfm Total effective length (TEL) 458 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk 81 Bath h 650 37 28 0.134 4.0 OX 0 ShMt 24.0 335.0 st3 B1 wlc h 247, 14 2 0.172 4.0 OX 0 ShMt 8.8 270.0 st3 Bedroom 1 c 2763 114 130 0.198 5.6 8x 4 ShMt 17.8 225.0 st3 Computer Room h 1927 108 100 0.165 6.0 OX 0 ShMt 21.5 270.0 st3 Dining Room c 2841 78 134 0.133 7.0 Ox 0 ShMt 42.0 320.0 st3 Foyer h 2058 116 55 1 0.131 6.01 Ox 0 ShMt 41.8 325.0 st3 Kitchen c 2225 60 105 0.135 6.0 OX 0 ShMt 46.0 310.0 st3 Kitchen-A c 2225 60 105 0.138 6.0 OX 0 ShMt 57.0 290.0 st3 Lay. c 9 0 0 0.137 4.0 Ox 0 ShMt 15.5 335.0 st3 Living Room h 3563 200 128 0.136 8.0 Ox 0 ShMt 54.0 300.0 st3 ----- Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 787 787 0.131 885 11.9 8 x 16 ShtMetl st1 st1 Peak AVF 787 787 0.131 885 11.9 8 x 16 ShtMetl wrightsoft- 2024-Dec-23 12:51:49 ,�•.,•, ..�,.�,,...t.., Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 800 Corey Creek Lane,Southold,NY 11971.rup Cale=MJ8 Front Door faces: E Return Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x 30 787 787 91.5 0.131 564 16.0 0x 0 ShMt 2024-Dec-23 12:51:49 Corey Creek wrightsoft- Right-SuiteO Universal 2023 23.0,01 RSU30008 Page 2 600 ek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: MF641 Y y Date: Dec 23,2024 System Z By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone: 516-204-2444 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.210/0.040 in H2O 0.210/0.040 in H2O Lowest friction rate 0.063 in/100ft 0.063 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 399 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk B2 WIC h 412 18 4 0.063 4.0 Ox 0 ShMt 15.5 320.0 st6 B3 WIC h 461 20 4 0.076 4.0 Ox 0 ShMt 12.3 265.0 st6 Bath h 622 27 18 0.071 4.0 Ox 0 ShMt 15.3 280.0 st5 Bedroom 2 c 2744 104 147 0.075 8.0 Ox 0 ShMt 26.0 255.0 st6 Bedroom 3 c 3020 100 162 0.076 8.0 Ox 0 ShMt 21.5 255.0 st6 Laundry c 453 7 24 0.071 4.0 Ox 0 ShMt 8.3 290.0 st5 M WIC h 1291 57 11 0.072 6.0 Ox 0 ShMt 35.5 255.0 st5 M WIC 2 h 403 18 4 0.070 4.0 Ox 0 ShMt 34.5 265.0 st5 Master Bath h 1271 56 41 0.069 6.0 Ox 0 ShMt 32.3 275.0 st5 Master Bedroom h 4359 192 185 0.072 8.0 OX 0 ShMt 47.8 245.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 357 283 0.069 536 10.1 8 x 12 ShtMetl st2 st6 Peak AVF 243 317 0.063 475 9.8 8 x 12 ShtMetl st2 st2 Peak AVF 600 600 0.063 600 12.5 8 x 18 ShtMetl Bold/italic values have been manually overridden 2024-Dec-2312:51:49 A66kO ,.-800 Carey Creek Lane, Right-SuiteO Universal 2023 23.OA1 RSU30008 Page 3 e,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 12x 23 600 600 63.0 0.063 561 14.0 Ox 0 ShMt 2024-Dec-2312:51:49 wr t Right-Suite®Universal 202323.0.01 RSU30008 Page 800 Corey Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: MF641 p p Date: Dec 23,2024 avru System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices,com Web:www.energytestingservices.wm License:8619824 Project • • For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 Cooling Equipment Design Conditions Outdoor design DB: 85.7°F Sensible gain: 16683 Btuh Entering coil DB: 75.2°F Outdoor design WB: 71.9°F Latent gain: 2996 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 19680 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: GA5SAN42400WA0+FMU4Z3000AL1 Actual airflow: 787 cfm Sensible capacity: 23441 Btuh 141%of load Latent capacity: 5877 Btuh 196% of load Total capacity: 29318 Btuh 149% of load SHR: 80% Heating ,Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 14013 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Laars Heating Syste Model: MFTCW199(N,P)**** Actual airflow: 787 cfm Output capacity: 181000 Btuh 1292%of load Meets all requirements of ACCA Manual S. * wrighYsoR^ 2024-Dec-23 12:51:49 * ,..., ,,,..�...�.._, Right-Suite®Universal 2023 23.0„01 RSU30008 Page 1 AM 800 Corey Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: MF641 Date: Dec 23,2024 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www,energytestingservices.com License:8619824 Project Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone: 516-204-2444 ------ Coolihlg Equipment Design Conditions Outdoor design DB: 85.7'F Sensible gain: 11193 Btuh Entering coil DB: 75.1°F Outdoor design WB: 71.9'F Latent gain: 1270 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0'F Total gain: 12464 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24SCA518WC0300+FMU4Z3000AL1 Actual airflow: 600 cfm Sensible capacity: 14746 Btuh 132%of load Latent capacity: 2740 Btuh 216%of load Total capacity: 17486 Btuh 140%of load SHR: 84% Heating • • Design Conditions Outdoor design DB: 15.9'F Heat loss: 13607 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Laars Heating Syste Model: MFTCW199(N,P)**** Actual airflow: 600 cfm Output capacity: 181000 Btuh 1330%of load Meets all requirements of ACCA Manual S. y 2024-Dec-23 12:51:49 +� 800Core Crekw,u � Right RSU30008 Paget wrt � e Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Residential Plans xamin_ • _ _ • Form RPER 1 • HVAC Design (Loads, Equipment, 15 Mar 09 Arr d Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form`(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#, Block,Subdivision): 800 Corey Creek Lane,System 1 LOAD ,0 Design-Conditions Building_Construction_Information Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces East Indoor temperature: 70 aF North,East,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss: 14013 Btuh Number of bedrooms: 1 Conditioned floor area: 1284 ftz Summer Design Conditions Number of occupants: 4 Outdoor temperature: 86 °F Indoor temperature: 75 °F Windows Rool Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 18394 Btuh Internal shade: blinds , Latent heat gain: 3304 Btuh Blinds,drapes,etc. tapt7t w Total heat gain: 21698 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION ( RC M1401.3 Heating Equipment Data Cooling_Equipment Data Blower Data Equipment type: Gas boiler Equipment type: Split AC Heating cfm: 787 umace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 787 Model: Laars Heating Systems Company Model: Carrier Static pressure: 0.60 in H2O MFTCW199(N,P)"'" GA5SAN42400VWA0+FMU4Z3000AL1 Fan'sratedexternalstaticpressurefordesign airnow Heating output capacity: 1§1000 Btuh Total cooling capacity: 29318 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 23441 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 5877 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 787 cfm Longest supply duct: 367 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 92 ft Trunk duct: Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 458 ft Available static pressure(ASP): 0.60 in H2O Friction rate: 0.1A1 in(100ft Branch duct: Sheet metal Friction Rate=ASP.(TEL xi declare the load calculation,equipment,equipment s- - • i duct design were rigorously performed based on - building • lan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved - .Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrig F•tsofC Right-SuiteO Universal 202323.0.01 RSU30008 Residential - Review • Form RPER 1 for - Design (Loads, Equipment, 15 Mar 09 Ar[' oftjC arxIxsdka wrt Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form`(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 800 Corey Creek Lane, System 2 HVAC LOAD CALCULATION .0 Design Conditions Building_Construction_Information Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces East Indoor temperature: 70 'F North,East,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss: 13607 Btuh Number of bedrooms: 3 Conditioned floor area: 1183 ft2 Summer Design Conditions Number of occupants: 1 Outdoor temperature: 86 °F Indoor temperature: 75 °F Windows tsit Grains difference: 31 gr/Ib @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 12341 Btuh Internal shade: blinds sue. Latent heat gain: 1401 Btuh Blinds,drapes,etc, Depth + ttrd0W Total heat gain: 13742 Btuh Number of skylights: 0 EQUIPMENTHVAC • •0 Heating Equipment Data Cooling_Equipment Data Blower-Data Equipment type: Gas boiler Equipment type: Split AC Heating cfm: 600 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Laars Heating Systems Company Model: Carrier Static pressure: 0.60 in H2O MFTCW199(N,P)""` 24SCA518WC0300+FMU4Z3000AL1 Fan'sratedexternalstaticpressurefordesign airflow Heating output capacity: 1§1000 Btuh Total cooling capacity: 17486 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 14746 Btuh Aux,heating output capacity: 0 Btuh Latent cooling capacity: 2740 Btuh • •1 Design airflow: 600 cfm Longest supply duct: 336 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 63 it Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 399 ft Available static pressure(ASP): 0.25 in H2O Friction rate:Friction R ate=ASP_(TEL ,(}F3 in(100ft Branch duct: Sheet metal 0 x I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building p an listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use, Home qualifies for MJ1AE Form based on Abridged Edition Checklist -� wriightsoft- •-••- - -_-•— -,-. Right-Suite®Universal 202323.0A1 RSU30008 rs Level 1 4x8 7`" 6 16 x 8 4 Basemel 4 a» 16x8 6 I 6»» 8 Job#: MF641 Scale: 1 : 87 Performed by Michael Fauci for: Energy Testing Services Page 1 Sligo Construction Corp. 1648 Locust Ave,Unit E RightSuite®Universal 2023 800 Corey Creek Lane Southold,NY 11971 Bohemia,NY 11716 23.0,01 RSU30008 Phone:Southold, NY 11971 Phone:631-244-2627 License:8619824 2024-Dec-23 12:52:44 www.energytestingservices.com mfauci@energytestingservices ...eek Lane,Southold,NY 11971.rup Level 2 ®-130 cfm 134 cfm 105 cfm 105 cfm B1 Batl Bedroom Dining Root Kitcher -37 cfm Lay. M-0 cfm B1 WIC 14 cfm- Foye Living Root Computer Roo 787 cfm Stair 108 cfm 116 cfm E—200 cfm —i , 1 1 11 w ES�— i Job#: MF641 Scale: 1 : 87 Performed by Michael Fauci for: Energy Testing Services Page 2 Sligo Construction Corp. 1648 Locust Ave,Unit E RightSuite®Universal 2023 800 Corey Creek Lane Southold,NY 11971 Bohemia, NY 11716 2300,01 RSU30008 Phone:Southold, NY 11971 Phone:631-244-2627 License:8619824 2024-Dec-23 12:52:44 www,energytestingservices.com mfauci@energytestingservices .,eek Lane,Southold,NY 11971.rup Level 3 - 162 cfm B3 WIC 56 cfm M WIC 20 cfm 18 cfm Batt Master Bat Bedroom 27 cfm M WIC Laundr 8 24 cfm 57 cfm 12x8 4,. 4" 6 LA »� B2 WIC 4"" rHa12x8 18cfm 18x8 14" 600 cfm Master Bedroo 8 oa 8 Bedroom OTE Stairs, 192 cfm 147 cfm Job#: MF641 Scale: 1 : 87 Performed by Michael Fauci for: Energy Testing Services Page 3 Sligo Construction Corp. 1648 Locust Ave,Unit E RightSuite®Universal 2023 800 Corey Creek Lane Southold,NY 11971 Bohemia,NY 11716 23.0.01 RSU30008 Phone:Southold, NY 11971 Phone:631-244-2627 License:8619824 2024-Dec-23 12:52:44 www.energytestingservices.com mfauci@energytestingservices eek Lane,Southold,NY 11971.rup New York ECCC 2020 UA Compliance Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 39.2 48.0 Above-Grade Walls 145.3 150.9 Windows,Doors and Skylights 130.9 118.9 Slab Floor: 0.0 0.0 Framed Floors 63.1 46.4 Foundation Walls 0.0 0.0 Rim Joists 7.1 6.7 Overall UA(Design must be equal or lower): 385.6 370.9 Requirements R402.15 Total UA alternative compliance passes by 3.8%. The proposed home meets the UA requirement by 3.8% R402.3.2 Average SHGC:0.30 Max SHGC:0.40 Average SHGC of 030 is greater than the maximum of 0.40. R r R402.4.1.2 Air LeakageTesting A post construction blower door test is required to verify the air leakage meets the requirement. R402.5 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is[No Limit]. R4025 Area-weighted average fenestration U-Factor R404.1 Lighting Equipment R403.6.1 Mechanical Ventilation Efficacy MandatorytD Checklist Mandatory code mquiaements that are not checked New York 2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met R403.6 Mechanical Ventilation Rate R4033A Duct Leakage Testing R40353 Hot water pipe insulation Hot water pipes at least 3/4 in diameter must be Insulated to R-3 at minimum. Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 3.8%. Name: Michael Fauci Signature: /1fGC"7 and Organization: EnergyTesting Services Digitally signed: 12/23/24 at 12:53 PM Ekotrope RATER-Version 4.0.23542 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report Energy Cade Inspection Checklist Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. General Building Information Conditioned Area(sq ft) 2,640 Conditioned Volume(cubic ft) 30,263 Insulated Shell Area(sq ft) 5,832 The building energy model in Ekotrope reflects the building assemblies and energyfeatures listed below.Sometimes energyfeatures will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor Name:Floor Over Basement(1,310 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Name:Exterior Floor (32 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:II Foundation Wall None Present Above Grade Wall Name:Exterior Walls(2,610 s.f.) R-3 continuous insulation,R-15 cavity insulation Insulation Grade:I Name:Staircase (220 s.f.) R-0 continuous insulation,R-15 cavity insulation Insulation Grade:II 1 Rim Joist Energy Code Inspection Checklist Property organization Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel initial House Design Builder Sligo Construction Corp. Name:Band Joist 054 s.f.) R:18.00 Ceiling/Roof mD Name:Hot Roof(1,506 s.f.) R-0 continuous insulation,R-38 cavity insulation Insulation Grade:I Opaque Door Name:Front Door(20 s.f.) R:5.00 Name:Basement Door(17.8 s.f.) R:5.00 Glazing mmm„m� Name:ff2 a(Front)(27 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:ff 2 e(12 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:ff 3 e(40.5 s.f.), U:0300, SHGC:0.3, Orientation:EAST Name:sf 2 e(27 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 1 e(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 1 e(18 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 3 e(40.5 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:ff 2 n(Right)(22.5 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH 2 Name:sf 1 n(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH Energy Code Inspection Checklist Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. Name:sf 1 n(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH Name:ff 2 w(Rear)(19 s.f.), U:0.300, SHGC:0.3, Orientation:WEST i.. Name:ff 1 w(40 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:ff 1 w(13.5 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:ff 2 w(27 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 1 w(13.7 s.f.), U:0.300, SHGC:0.3, Orientation:WEST . .� Name:sf 1 w(3 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 2 w(27 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Skylight None Present Mechanical Ventilation ElMechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type:Exhaust Only,24 hrs/day,42 Watts(Default) Mechanical Equipment El Heating System 1 •Natural Gas•50%Heating Load @ 95 AFUE Cooling System 1 •Electric•50%Cooling Load @ 16 SEER2 Heating System 2•Natural Gas•50%Heating Load @ 95 AFUE 3 Cooling System 2•Electric•50%Cooling Load @ 16 SEER2 Energy Code Inspection Checklist Property Organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. Water Heating•Natural Gas•100%Hot Water Load @ 0.95 Energy Factor Air Leakage Control ElTest Status:To be blower-door tested House is air-sealed as to achieve 1,513 CFM50(3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as:52 CFM @ 2513a(3.93/100 ft2) Total Leakage specified as:Untested Duct System 2 All ducts and equipment within conditioned space Untested 4 Energy Code inspection Checklist Property organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creel Initial House Design Builder Sligo Construction Corp. Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test:Dud Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Dud Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Dud Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Dud Leakage<=3 CFM25/100 sq ft CFA. * Note:IECC 2021 requires Total Dud Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for dud leakage on the performance path. Project Notes 5 Building Summary Property Organization Inspection Status 800 Corey Creek lane Energy Testing Services Results are projected Southold,NY 11971 Michael Faud 631-244-2627 Sligo Construction Corp:800 Corey Creek Lane,Southold.I Initial House Design Builder Sligo Construction Corp. Number Of Bedrooms 4 Number Of Floors 2 CondRioned Floor Area[sq.ft.] 2,840 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[cu.ft.] 30,263 Total Units in Building 1 Residence Type Single family detached Number of Floors in Building Floor Number Model Community RESNE rAECC 2006-2018 Climate Zone 4A IECC2021 Climate Zone 4A / W, r//r/,,, r, /r� r „ %//���rap// %i; r,,, 2. None Present r / / /% >iri rir riio/j i% / %� y/, r0, i r/ // / �r�y /O r/��� ��Nqr ri <„ r ��/ rj ri/ ��/ r��r r/ „ r �r r r �� / /r/ l, N, a��r/,,,2 G None Present ✓i z /i r None Present / r r „ ;�i o pii J r /�%�/ya /l / /!�////rrir�/I r ji/ � //Oiiii/ , s None Present JI%% ri ia� r: iii�r/l %�/ Name Library7ype Carpet Rloorcirade surface Area Location Exterior Floor 30(16/11S)2(95)H 1....... ....... ,_. ...,. „Above Grade 32Dft� Exposed Exterior 'Amyl Floor Over Basement 30(16/115)2(95)Exposed 1 Above Grade 1310.0fe UninsulatedUnconditioned Basement 1 Building Summary Property Organization Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp:800 Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. ,,.. .. r rr / r / r i r Name Effective Ft-value ......... .^^....30(16(115)2(95)Exposed ........ .. . 28.923.......3 30(16/115)2(95)H 27.661 Vinyl /,,, rr ,r 0/1 m OP el, i/' /// �%r // r��/% Name Library Typo Surface Area Location . Band Joist,,.... R15+3 1540 fe Exposed Exterior r r ' !/ %/ / Name Effective Insulation R-value _-,-�m,....-.......w.-__.................. R75+3 ..............................................�.�.............�..18.00 „v .,rr �, r rr ��rr r ,r rrir ar r r rr r/r r rrry%%/i/l%%rid//yr�r/ rrwo Name LibraryType SurfaceColor SolarAbsorptance Surface Area Location ...... ... .... ) (5)........... .................... ........ ....... ._....,__ .............. ..... ...... ....... Exterior Walls R15+3(1 ,,,.......... ..... ._...,..,,,..w .. .._ ....... Medium 0.75 2.610.0 ft Exposed Exterior Staircase 15(16/3.5)2(5)5ta)rcase Medium 0.75 220Aft UninsulatedUnconditioned Basement , a, !'' ....' v r % r o� / r r'; %% tgi/i r /% ✓IQ rJ�i //g"'gn OOMW //c/rijr/ jj� Name Effective R-value ._-,-............._._.....,,,,....-......................................................�.�.�.- 15(16/35)2(5)Staircase 11 A21 R15+3(16/35)10) 16.659 2 Building Summary Property Organrsation Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. r % r° /// r i / r Name UbraryTypt Wall Foundation Wall Is operable Overhangg OverhangFtTo OverhangFtTo Orientation Surface Area Assignment Assignment oeptfi Top Bottom ......................... .. ............... ..... a..—__ ... .......................Yes O._ 0,,,,,,.... ... .. ..0 West 40A f... ff i w 3030 or fflw 3030 Exterior Walls Yes 0 0 0 West 135ft ff 2 e 3030 Exterior Walls Yes 7 1.7 7.8 East 12.0 ft' ff2e(Front) 3030 ExterlorWalls Yes 7 13 53 East 27.0fe ff 2 n(Flight) 3030 Exterior Walls Yes 0 0 0 North 225 fP ff 2 w 3030 Exterior Walls Yes 0 0 0 West 27.0 fP ff 2 w(Rear) 3030 Exterior Walls Yes 0 0 0 West 19.0 ft ff 3 e 3030 Exterior Walls Yes 7 13 53 East 405 fP sf 1 e 3030 Exterior Walls Yes 1 23 6.3 East 135 ft= sfl a 3030 Exteriorwalis Yes t 23 4.8 East 1 ILO ft' sf 1 n 3030 Exterior Walls Yes 0.8 3.1 7.2 North 135 fe sf 1 n 3030 Exterior Walls Yes 0.8 9.1 132 North 135 ff sf1 w 3030 Exterior Walls Yes V 13 32 West 13.7ft sfiw 3030 Exterior Walls Yes 1 1.2 2.8 West 3Aft sf2e 3030 Exterior Walls Yes 0.8 5 9.1 East 27Aft sf2w 3030 Exterior Walls Yes 1 13 5.3 West 27.0fe sf 3 e 3030 Exterior Walls Yes 0.8 7.7 11.8 East 405 fly ,,,,,,,,,, ,,:vi r r or✓... /r ,; r� �i� ri >rr„ /, r� ,,;%rG�� „ / ri ,., r r ry rl rr�y%i."G'/%/r � rr�/iiir/�. rll%�/r„/, l/ii��)/%�/, „la Name Shgc U-factor 3030 03 0300 None Present 3 Building Summary Property Organization Inspection Status 800 Corey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-SW Corey Creek Lane,Southold,I initial House Design Builder Sligo Construction Corp. .., ;n rI f O/� / / r�rn r r r y r r r//i� n r r r r r / %r r/ rr r f/r/r /y!/i r lDi / ,ir/ ,J/,///, % /, r ria,,,,,r /�„ ,✓r j ri%/: ��/1// r//i r //r / /i // I/r r� a, r r, rig None Present %/ r / r /rr ri y r' ; r r „ r / y // r/li/ rp ry ra ri r "�// % /ir/' i, r r /✓ r/ /r ri/ r +"Irr"i/ / r %%//rr /% %//�/i%�/G /� i/iia Name Libra a WallAssi nment Foundatatgo wall Em)ttante WarAbso ance surface Color Surface►Y�YP 9 ceArea Location Assent Basement Door. Fiberglass Door Staircase..._.,..............,, , o. ............. .,,,,...,.... .. .. .w,,,,..... a........ .8ft......�..,w. .9 0.75 Medium 17 ' Uninsulated Unconditioned Front Door Fiberglass Door ExteriofWalls 0.9 0.75 Medium 20.0ft' Exposed Exterior Name Effwe R-valuo Fiberglass Door. ... ................................. 5.00 ,v�r �,f;:+yr r✓..,,' it„r ✓v „r�r �.�ri ri �/ ;';: V/rr� ninr r ,.,�r / /a /lam//,r, ,�/7,� ,/Ci,,,,,,,�r /// r....rr J/ ,,. /%1��,r//rr, /�///fir I Name Library Attic Clayor Onestho RoofSlopum Ce4iiu EaveHer fat Eave Surface 'Saior S+ar4ace: Location type Exterior Concrete Roof have Framing �n.] Length rn.] Color Absorptance Area Area[fY] Roof7lhuc Eaves' Height iia.I Hot Roof...................... ..... -.,.,..SA 1,506 No... No,....... WA....,,. ....,WA,...... .,,,,,,,. WA WA.......Medium... 0.75.......1,506.0ft'Vaulted Roof R38(16/95)1( Name Has Radiant Barrier Effective R valuo SA R38(16195)1(LDF) _. ...�.....�.�,..,_ ..... _.-.......,.. 0 31381 ro!on Measurement ype ShatterCis ......................Pa To be blower-door tested 4 4 Building Summary Property Organization Inspection Status 600 Corey Creek Lane Energy Testing Services Results are projected Southold NY 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-SOD Corey Creek Lane,Southold, Initial House Design Builder Sligo Construction Corp. r //%/wm/ // r, ltentitation Type Ventilation Rate(�; OpervOomath fan Watts Runday s once every Energy Model Number Manufacturer Percent ............... ....._...,,,,,,, ... .........................._..a. — __,.------ ,,,,,, Exhaust Only 120 CFM 24 42Watts(Default) Yes 0 r„ i"r %240 ; ,r Interior Fluorescent W4 interior LED Lig ng %Exterior Fluorescent %Exterior LED Lig hting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lightlrag .. 0 100 0 100 0 100 None Present % / °�/ r j None Present r riri�/ir - /rr/✓ /Y // r i%%rW// % /O r r// k None Present ,.,. �r / ,,,r i /rrv�f /rrr / / !r7 rr� p -c r rU Pd None Present %�� a, ", r / / /� r / r /Kr None Present 5 Building Summary Property Organ'aation Inspection Status 800 Corey Creek Lane Energy-resting Services Results are projected Southold.NY 11971 Michael Faua1 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. r ,•v r r rr /,r o /9/i r ✓ v /r or r�� rr None Present r'„ ri: /r r .n r.- r r/ >/ // r% /;, ': /i 6 ////i r�/o r/�iii, /'// r�i;, /,,, r ri r// 'r / ;', J// / it %' i�� /A Me //�i // 40/4 ,ern w, c IN None Present / //// r l /i / r Gyr C i/ r / ii Name Library Type salial Number Heating Percent Load Cooling Percent Load Hot Water Percen Load Location Cooling System l -•'16 SEER2 23.6K _ _.,.....,,,, ............... 5096 ........,,,, _0% Unconditioned.....B ... ...._. Basement Q07958879) /Crawlspace Cooling System 2 16 SEER218K(207904371) 0% 50% 096 Conditioned/Sealed Attic Heating System 1 95%AFUE Hydro-CoiL 60k 50% 0% 09b Unconditioned Basement NG) /Crawlspace Heating System 2 95%AFUE Hydro-Coil,60k 50% 0% 0% Conditioned/Sealed Attic NG) Water Heating .95 EF Instant 0% 0% 100% Unconditioned Basement /Crawlspace Equipment Type Residential Water Heater Fuel Type Natural Gas Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.95 Energy Factor Tankless? Yes r / r r, Equipment Type Air Conditioner . ..................... Fuel"Tyrix Electric Distribution Type, Forced Air Motor Type ECM(Variable Speed) Heat pump System Type Unspecified Cooling Etficlerlcy 16 SEER2 Cooling Capacity(k8tu/l1) 18 6 Building Summary Property organization Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold.NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-BW Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. .................. ...... VIA EquipmentType Air Conditioner .......... Fuel Type Electric Distribution Type Forced Air MotorType PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 16 SEER2 Cooling Capacity[kBtu/N 23.6 -V�............... .......................... 111,111.71///—.......... 11/1,11,111,1111,1��,�� ,, �,,;��,,.......... . ......... gs AA T Equipment Type Boiler Fuel Type NaturalGas Distribution Distribution Type Forced Air MotorType PSC(Single Speed) Heating Efficiency 95 AFUE Heating Capacity[kBtu/hl 60 Use defauft EAE yes EAE[kWh] 170 Building Summary Property Organ on Inspection Status 800 Corey Creek Lane Energy Testing Services Results are projected Southold,NY 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold,I initial House Design guilder Sligo Construction Corp. ............r""'m "q........... ........... 1W w J Distribution Type Forced Air Heating Equipment Heating System i....... .............. ..... ... Cooling Equipment Cooling System I Sq.Feet Served 1,322 #Return Grilles Supply Duct R Value 8 Return Duct RValue 8 Supply Duct Area[ftJ 356.94 Return Duct Area M21 66.1 Leakage to Outdoors 52 CFM @ 25Pa(3.93 100 ft)Total Leakage 52 CFM25 Total Leakage DuctTest Conditions Post-Construction Use Default Flow Rate Yes Duct 1 Duct Location Basement Insulated basement ceiling) Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 .................... .......v", "'V Distribution Type Fprced1AIr""-..............11 "I'll, I Heating Equipment Heating System 2 Cooling Equipment Cooling System 2 Is All Equipment In Conditioned Space Yes Leakage Default HERS Default Leakage Duct System Efficiency 0.88 .......... ........../ '-.......... ........../ ..........a 'w'a, 'A 9/,w WAC Grading Not Conducted Building Summary Property organbcartion Inspection Status 800 Gorey Creek Lane EnergyTesting Services Results are projected Southold,NY 11971 Michael Faud 631-244-2627 Sligo Construction Corp.-800 Corey Creek Lane,Southold,I Initial House Design Builder Sligo Construction Corp. 11.......... ............. .......-,', 'f d 14, 4,1////&, Has Ceiling Fan No 4 Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 97 At Least R3 Pipe Insulation? Yes H6t Water Recirculation System? No Drain Water Heat Recovery? No ............ ........... ........./ "'�......... oil HIM g A A 4�5 Ma/07M, x 'My M 5 5/2 p vn, Vw4i/ Cef 3.01 — ................ ........ ............ ........ .... ............Fuel Type -Electric..... Field Utilization Timer Controls Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type HERS Reference Is Heat Pump No .........nc,,�,� .........� ............. 7— 4 Label Energy Rating 400 kWhNear Annual Gas Cost $27.00 Electric Rate $0.1 VkWh Gas Rate $1.09frherm Capacity 3 Imef I Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes WasherAvaflable Yes ........... ............. A g A Dishwasher DefauttsType custom Dishwasher Size Stan claid -—---------------- Dishwasher Efficiency 270 kWh Annual Gas Cost $30.00 Electric Rate $0.12/kM Gas Rate $1.09frherm Is Outside Conditioned Space No Dishwasher Available Yes .................... Building Summary Property Organ' 'on Inspection Status 800 Corey Creek lane EnergyTesting Services Results are projected Southold.NY 11971 Michael Fauci 631-244-2627 Sligo Construction Corp.-SW Corey Creek lane,Southold,I initial House Design Builder Sligo Construction Corp. „. /„o / p / r "M r rrr/f y Programmable thermostat? Yes_ Ran e/Oven Fuel Etectri , _................. g c Convection Oven? No Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 691 kMRVYear Refrigerator Outside Conditioned Space? No c I� rjI% // �/ / rr /,i,/, v / i 10 Load Short Form Job: MF641 Date: Dec 23,2024 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 Design Information Htg CIg Infiltration Outside db(°F) 16 86 Method Blower door Inside db('F) 70 75 Shielding/stories 3(partial)/2 Design TD (°F) 54 11 Pressure/ACH/AVF 50 Pa/3.0/1156 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Laars Heating Systems Company Make Carrier Trade LAARS Trade 15 SEER2 AC Model MFTCW199(N,P)"*** Cond GA5SAN42400WA0 AHRI ref 9008085 Coil FML14Z3000AL1 AHRI ref 207958879 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 16520 Btuh Heating output 181000 Btuh Latent cooling 7080 Btuh Temperature rise 210 °F Total cooling 23600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load CIg load Htg AVF CIg AVF M) (Btuh) (Btuh) (cfm) (cfm) Bedroom 1 156 2026 2763 114 130 131 WIC 22 247 37 14 2 Computer Room 138 1927 2116 108 100 B 1 Bath 65 650 593 37 28 Lay. 23 0 9 0 0 Dining Room 156 1394 2841 78 134 Kitchen 200 2147 4451 121 210 Living Room 330 3563 2710 200 128 Foyer 195 2058 1164 116 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 11 2024-Dec-23 12:51:48 4 " .. 800 Corey Creek Lane, .. Right-Suite®Universal 2023 23,OA1 RSU30006 Page 1 Southold,NY 11971,rup Calc=MJ8 Front Doorfaces: E System 1 1284 14013 16683 787 787 Other equip loads 0 0 Equip. @ 0.91 RSM 15132 Latent cooling 2996 TOTALS i 1284 i 14013 n 18128 787 N 787 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. � wry k ce o-2024-De23 12:51:48 1111 w 1 .e Lan..�1_�,.,."I Right-Suite®Universal 2023 23.0.01 RSU30008 Page 2 800 Cor ey Creek e,Southold,NY 11971,rup Cal;=MJ8 Front Door faces: E Load Short Form Job: MF641 Date: Dec 23,2024 ^' System Z By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices,com License:8619824 • ect Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 Design Informati• Htg Clg Infiltration Outside db (°F) 16 86 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (°F) 54 11 Pressure/ACH/AVF 50 Pa/3.0/1156 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Laars Heating Systems Company Make Carrier Trade LAARS Trade COMFORT 15 SEER2 AC Model MFTCW199(N,P).... Cond 24SCA518WC0300 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 12600 Btuh Heating output 181000 Btuh Latent cooling 5400 Btuh Temperature rise 275 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 3 144 2271 3020 100 162 B3 WIC 31 461 76 20 4 Laundry 41 160 453 7 24 B2 WIC 29 412 71 18 4 Bedroom 2 144 2358 2744 104 147 Hall 127 0 0 0 0 Bath 51 622 329 27 18 Master Bath 132 1271 768 56 41 M WIC 2 33 403 68 18 4 M WIC 75 1291 211 57 11 Master Bedroom 377 4359 3453 192 185 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2024-Dec-23 12:51:48 " WIiFM Right-Suite®Universal 202323.0.01 RSU30008 Page 3 ..-800 Corey Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E System 2 1183 13607 11193 600 600 Other equip loads 0 0 Equip. @ 0.91 RSM 10152 Latent cooling 1270 TOTALS I 1183 I 13607 11423 I 600 ' 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 8 ri Cr 1s+Gft o-2024-De23 12:51:48 Right-Suite®Universal 2023 23.0.01 RSU30008 Page 4 IZ& 00 Core Creek Nb.,.- y e Lane,Southold,NY 11971.rup Calc=MJB Front Door faces: E BuildingAnalysis Job: MF641 F~' Y Date: Dec 23,2024 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone;631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:B619824 Prpject Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 � - e • • • Location: Indoor: Heating Cooling Long Island MacArthur AP, NY, US Indoor temperature (°F) 70 75 Elevation: 84 ft Design TD (°F) 54 11 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.1 30.9 Dry bulb(°F) 16 86 Infiltration: Dailyrange (°F) - 15 ( L ) Method Blower door Wet bulb('F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1156 cfm a Com onent Btuh/ft2 Btuh %of load Walls 2.9 4511 32.2 0� Glazing 16.2 3579 25.5 Doors 15.7 320 2.3 MIS Ceilings 2.0 239 1.7 10Qher Floors 0.0 19 0.1 Infiltration 2.7 3752 26.8 Ir�iibaficn Ducts 1594 11.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 more Total 14013 100.0 °�`� • e e Component Btuh/fF Btuh %of load Walls 0.7 1126 6.7 vwls Glazing 24.5 5410 32.4 Doors 7.2 146 0.9 Ceilings 0.7 84 0.5 Floors 0.0 4 0.0 airg Infiltration 0.2 353 2.1 Ducts 395 2.4 Girs Ventilation 0 0 Internal gains 9165 54.9 Blower 0 0 Adjustments 0 l Total 16683 100.0 Latent Cooling Load=2996 Btuh Overall U-value=0.062 Btuh/ftl�-°F, Window/Floor Area =17.2% Data entries checked. t 2024-Dec-2312:51:48 �. M„M-. Right-SuiteOO Universal 202323.0.01 RSU30008 Pagel 800 Corey Creek Lane,Southold,NY 11971.rup Calc=MA Front Door faces: E BuildingAnalysis Job: Dec 2 Y Date: Dec 23,2024 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www,energytestingservices,com License:8619824 Prpiect Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 Diesigp, • • itions Location: Indoor: Heating Cooling Long Island MacArthur AP, NY, US Indoor temperature(°F) 70 75 Elevation: 84 ft Design TD ('F) 54 11 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 45.1 30.9 Dry bulb(°F) 16 86 Infiltration: Dailyrange (°F) - 15 ( L } Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1156 cfm Component Btuh/ft' Btuh %of load Walls 3.4 3766 27.7 acts Glazing 16.2 2297 16.9 VVIIS Doors 0 0 0 Ceilings 2.0 2354 17.3 Floors 1.5 31 0.2 Infiltration 2.7 2974 21.9 lrtiiltraicn Ducts 1 2185 16.1 Piping 0 0 Humidification 0 0' °'' Ventilation 0 0 aa2irg aher Adjustments 0 Total 13607 100.0 Celina Component Btuh/ft2 Btuh %of load Walls 0.9 940 8.4 VAIs Glazing 20.7 2933 26.2 Doors 0 0 0 Ceilings 0.6 703 6.3 Floors 0.3 6 0.1 Ga&g IrtrrElGirs Infiltration 0.2 280 2.5 Ducts 996 8.9 Ventilation 0 0 Internal gains 1 5335 47.7 41 Blower 0 0 0A Adjustments 0 Total 1 1 11193 100.0 Irfi m DiJs Latent Cooling Load = 1270 Btuh Overall U-value=0.242 Btuh/ftz°F, Window/Floor Area=12.0% Data entries checked. - wrightSOft' 2024-Dec-2312:51:48 -•- Right-Suite®Universal 2023 23.0.01 RSU30008 Paget It& 800 Corey Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Project Summary Job:Date: Dec Dec2 � •J 23,2024 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Proiect Information Foru Sliggo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 Notes: Desian Information Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12419 Btuh Structure 16288 Btuh Ducts 1594 Btuh Ducts 395 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14013 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 15132 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial /2 Pressure/ACH/AVF 50 Pa/3.0/1 cfm Structure 2331 Btuh Ducts 665 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1284 1284 Equipment latent load 2996 Btuh Volume(ft3) 12430 12430 Air changes/hour 0.31 0.15 Equipment Total Load (Sen+Lat) 18128 Btuh Equiv.AVF (cfm) 63 30 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Laars Heating Systems Company Make Carrier Trade LAARS Trade 15 SEER2 AC Model MFTCW199(N,P)**** Cond GA5SAN42400WA0 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207958879 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 16520 Btuh Heating output 181000 Btuh Latent cooling 7080 Btuh Temperature rise 210 °F Total cooling 2600 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, wr! hu c gSw 2024-Dec-23 12:51:49 Ri ht-Suite@ Universal 2023 23,0.01 RSU30008 g Page 1 800 Corey Creek Lane,Southold,NY 11971,rup Calc=MJ8 Front Door faces: E Project Summary Job: Dec 2 ',7 Date: D Dec 23,2024 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingseMces.com Web:www.energytestingservices,com License:8619824 Project a • a For: Sliggo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone:516-204-2444 Notes: Design a • Weather: Long Island MacArthur AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 54 °F Design TD 11 °F Daily range L Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11422 Btuh Structure 10197 Btuh Ducts 2185 Btuh Ducts 996 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13607 Btuh Use manufacturer's data n Rate/swing multiplier 0.91 Infiltration Equipment sensible load 10152 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/ACH/AVF 50 Pa/3.0/ 115 cfm Structure 700 Btuh Ducts 570 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 1183 1183 Equipment latent load 1270 Btuh Volume (fP) 9463 9463 Air changes/hour 0.32 0.15 Equipment Total Load(Sen+Lat) 11423 Btuh Equiv.AVF (cfm) 50 24 Req.total capacity at 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Laars Heating Systems Company Make Carrier Trade LAARS Trade COMFORT 15 SEER2 AC Model MFTCW199(N,P)-'— Cond 24SCA518WC0300 AHRI ref 9008085 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 199000 Btuh Sensible cooling 12600 Btuh Heating output 181000 Btuh Latent cooling 5400 Btuh Temperature rise 275 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flaw 600 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 80 2024-Dec-23 12:51:49 0 Corey Creek Lane Right-Suite®U niversal 2023 23.O,01 RSU30008 Page 2 Southold,NY 11971.rup Calc=MJ8 Front Doorfaces: E Duct System Summary Job: MF641 Y Date: Dec 23,2024 uw! System 1 By: Michael Fauci .. Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone: 516-204-2444 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.60 in H2O 0.60 in H2O Supply/return available pressure 0.480/0.120 in H2O 0.480/0.120 in H2O Lowest friction rate 0.131 in/100ft 0.131 in/100ft Actual air flow 787 cfm 787 cfm Total effective length (TEL) 458 ft • • Detail Table Design 7Htg Cig Design Diam HxW Duct Actual Ftg.Egv Name (Btuh) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk B1 Bath h 650 37 28 0.134 4.0 Ox 0 ShMt 24.0 335.0 st3 B1 WIC h 247 14 2 0.172 4.0 Ox 0 ShMt 8.8 270.0 st3 Bedroom 1 C 2763 114 130 0.198 5.6 8x4 ShMt 17.8 225.0 st3 Computer Room h 1927 108 100 0.165 6.0 Ox0 ShMt 21.5 270.0 st3 Dining Room C 2841 78 134 0.133 7.0 Ox 0 ShMt 42.0 320.0 st3 Foyer h 2058 116 55 0.131 6.0 Ox 0 ShMt 41.8 325.0 st3 Kitchen c 2225 60 105 0.135 6.0 Ox 0 ShMt 46.0 310.0 st3 Kitchen-A c 2225 60 105 0.138 6.0 Ox 0 ShMt 57.0 290.0 st3 Lay. C 9 0 0 0,137 4.0 Ox0 ShMt 15.5 335.0 st3 Living Room h 3563 200 128 0.136 8.0 Ox 0 ShMt 54.0 300.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 787 787 0.131 885 11.9 8 x 16 ShtMetl St1 st1 Peak AVF 787 787 0.131 885 11.9 8 x 16 ShtMetl Creek acne * 2024-Dec-23 12:51:49 * Wt'.��I.", „_'-'� Right-Suite@ U niversal 2023 23.0.01 RSU30008 Page 1 9 800 Corey C Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x 30 787 787 91.5 0.131 564 16.0 Ox 0 ShMt wrightsoft" 2024-Dec-2312:51:49 _.-- Right-Suite®U niversal 2023 23.0.01 RSU30008 Page 2 800 Corey Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: MF641 Y Date: Dec 23,2024 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information -------------- For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone: 516-204-2444 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.210/0.040 in H2O 0.210/0.040 in H2O Lowest friction rate 0.063 in/100ft 0.063 in/100ft Actual air flow 600 Cfm 600 cfm Total effective length (TEL) 399 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk B2 WIC h 412 18 4 0.063 4.0 Ox 0 ShMt 15.5 320.0 st6 B3 WIC h 461 20 4 0.076 4.0 Ox 0 ShMt 12.3 265.0 st6 Bath h 622 27 18 0.071 4.0 Ox 0 ShMt 15.3 280.0 st5 Bedroom 2 C 2744 104 147 0.075 &0 Ox 0 ShMt 26.0 255.0 st6 Bedroom 3 C 3020 100 162 0.076 8.O Ox 0 ShMt 21.5 255.0 st6 Laundry C 453 7 24 0.071 4.0 Ox 0 ShMt 8.3 290.0 st5 M WIC h 1291 57 11 0.072 6.0 Ox 0 ShMt 35.5 255.0 st5 M WIC 2 h 403 18 ' 4 0.070 4.0 Ox 0 ShMt 34.5 265.0 st5 Master Bath h 1271 56 41 0.069 6.0 Ox0 ShMt 32.3 275.0 st5 Master Bedroom h 4359 192 185 0.072 8.0 Ox 0 ShMt 47.8 245.0 st5 SupplyD- Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5 Peak AVF 357 283 0.069 536 10.1 8 x 12 ShtMetl st2 st6 Peak AVF 243 317 0.063 475 9.8 8 x 12 ShtMetl st2 st2 Peak AVF 600 600 0.063 600 12.5 8 x 18 ShtMetl Bold/italic values have been manually overridden wrigktl -cOt- 2024-Dec-2312:51:49 Right-Suite®Universal 202323.0.01 RSU30008 Page 3 800 Corey Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E rTable r Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (Cfm) M FR (fpm) (in) (in) Opening (in) Matl 1 Trunk rb1 12x 23 600 600 63.0 0.063 561 14.0 Ox 0 ShMt wr'ightsoft- 2024-Deo-23 12:51:49 -11. ._„ Right-Suite®Universal 2023 23,0,01 RSU30008 Page 800 Corey Creek Lane,Southold,NY 11971.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: MF641 Date: Dec 23,2024 wr^ System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Sligo Construction Corp. 800 Corey Creek Lane,Southold, NY 11971 Phone: 516-204-2444 Cooling Equipment Design Conditions Outdoor design DB: 85.7°F Sensible gain: 16683 Btuh Entering coil DB: 75.2°F Outdoor design WB: 71.9°F Latent gain: 2996 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 19680 Btuh Indoor RH: 50% Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: GA5SAN42400WA0+FMU4Z3000AL1 Actual airflow: 787 cfm Sensible capacity: 23441 Btuh 141% of load Latent capacity: 5877 Btuh 196% of load Total capacity: 29318 Btuh 149%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 14013 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Laars Heating Syste Model: MFTCW199(N,P)**** Actual airflow: 787 cfm Output capacity: 181000 Btuh 1292% of load Meets all requirements of ACCA Manual S. wi~ wrighi soft- 2024-Dec-2312:51:49 �.. Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 800 Corey Creek Lane,Southold,NY 11971.rup Calc=MA Front Door faces: E Manual S Compliance Report Job: MF641 Date: Dec 23,2024 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Sligo Construction Corp. 800 Corey Creek Lane, Southold, NY 11971 Phone: 516-204-2444 Cooling,Equipment Design Conditions Outdoor design DB: 85.7°F Sensible gain: 11193 Btuh Entering coil DB: 75.1'F Outdoor design WB: 71.9°F Latent gain: 1270 Btuh Entering coil WB: 62.77 Indoor design DB: 75.0°F Total gain: 12464 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24SCA518WC0300+FM114Z3000AL1 Actual airflow: 600 cfm Sensible capacity: 14746 Btuh 132%of load Latent capacity: 2740 Btuh 216%of load Total capacity: 17486 Btuh 140%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 15.9°F Heat loss: 13607 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Laars Heating Syste Model: MFTCW199(N,P)**"' Actual airflow: 600 cfm Output capacity: 181000 Btuh 1330%of load Meets all requirements of ACCA Manual S. A. wrigihtt, t• , 2024-Dec-23 12:51:49 Z 800 Corey Creek L ,.,,», Right-Suite@)Universal 2023 23,0.01 RSU30008 Page 2 Lane,Southold,NY 11971,rup Calc=MJ8 Front Door faces: E Residential • _ Examiner Review Form Form RPER 1 CK for — Design (Loads, _• • 15 Mar 09 ire",r�r',t9ttrdrylP,er �k.raerrYfawrra Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 800 Corey Creek Lane, System 1 LOAD CALCULATION .0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces East Indoor temperature: 70 of North,East,west,south,Northeast,Northwest,Southeast,southwest Total heat loss: 14013 Btuh Number of bedrooms: 1 Conditioned floor area: 1284 ftz Summer Design Conditions Number of occupants: 4 Outdoor temperature: 86 °F Indoor temperature: 75 °F Windows R Grains difference: 31 gr/lb @50% RH Eave overhang depth 1.0 ft Sensible heat gain: 18394 Btuh Internal shade: blinds Latent heat gain: 3304 Btuh Blinds,drapes,etc. eePo rN1CW Total heat gain: 21698 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating-Equipment Data Cooling_Equipment Data Blower Data Equipment type: Gas boiler E%pment type: Split AC Heating cfm: 787 urnace,Heatpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 787 Model: Laars Heating Systems Company Model: Carrier Static pressure: 0.60 in H2O MFTCW199(N,P)"** GA5SAN42400WA0+FMU4Z3000AL1 Fan's rated external static pressure for design airflow Heating output capacity: 1§1000 Btuh Total cooling capacity: 29318 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 23441 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 5877 Btuh DISTRIBUTIONHVAC DUCT •i Design airflow: 787 cfm Longest supply duct: 367 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 92 ft Trunk duct: Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 4.58 ft Available static pressure(ASP): 0.60 in H2O Friction rate: 0.141 in/100ft Branch duct: Sheet metal Friction Rate=ASP+(TEL x 1 I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved - ;Home qualifies for MJ1AE Form based on Abridged Edition Checklist IrV wngln 1°k` Right-Suite(DUniversal202323.0.01 RSU30008 Residential Plansxam _ • _ i_w F•rm Form RPER 1 CCK for HVAC SystemDesign (Loads, Equipment, 15 Mar 09 �'�tkavl�.t."�"TJ 4"atl ', rfi Aw^^rrwtn Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 800 Corey Creek Lane, System 2 HVAC LOAD CALCULATION ,0 Design Conditions BuiIding_Construction Information Winter Design Conditions Building Outdoor temperature: 16 °F Orientation: Front Door faces East Indoor temperature: 70 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 13607 Btuh Number of bedrooms: 3 Conditioned floor area: 1183 ft2 Summer Design Conditions Number of occupants: 1 Outdoor temperature: 86 °F Indoor temperature: 75 °F Windows A Grains difference: 31 gr/Nb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 12341 Btuh Internal shade: blinds N Latent heat gain: 1401 Btuh Blinds,drapes,etc. 1�eolh Wires Total heat gain: 13742 Btuh Number of skylights: 0 EQUIPMENTHVAC • •0 Heating Equipment Data Cooling Equipment Data Blower-Data Equipment type: Gas boiler Equipment type: Split AC Heating cfm: 600 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Laars Heating Systems Company Model: Carrier Static pressure: 0.60 in H2O MFTCW199(N,P)"`* 24SCA518WC0300+FMU4Z3000AL1 Fan'sratedexternalstaticpressurefordesign airflow Heating output capacity: 1§1000 Btuh Total cooling capacity: 17486 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 14746 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 2740 Btuh HVAC DUCT r: • •1 Design airflow: 600 cfm Longest supply duct: 336 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 63 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 399 ft Available static pressure(ASP): 0.25 in H2O Friction rate:Friction R ate=ASP+(TEL x 0. 3 inl100ft Branch duct: Sheet metal I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification, Contractor's printed name: Contractor's signature: Date: Reserved - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsaft- -w- Right-Suite®U niversal 2023 23.0.01 RSU30008 Level 1 4x8 7„ 6".5 IM 4,« 6 " 16 x 8 Basemel 4„ 16x8 716 6„ 6 8 Job#: MF641 Scale: 1 : 87 Performed by Michael Fauci for: Energy Testing Services Page 1 Sligo Construction Corp. 1648 Locust Ave,Unit E RightSuite®Universal 2023 800 Corey Creek Lane Southold,NY 11971 Bohemia,NY 11716 23,0.01 RSU30008 Phone:516-204-2444 Phone:631-244-2627 License:8619824 2024-Dec-23 12:52:44 www.energytestingservices.com mfauci@energytestingservices eek Lane,Southold,NY 11971.rup r� Level 2 130 cfm 134 cfm 105 cfm 105 cfm B1 Batl Bedroom Dining Root Kitcher —37 cfm Lay. ®-0 cfm B1 WIC 14 cfm—® Foye Living Root Computer Roc StainTq—787 cfm 108 cfm 116 cfm R-200 cfm Job#: MF641 Scale: 1 : 87 Performed by Michael Fauci for: Energy Testing Services Page 2 Sligo Construction Corp. 1648 Locust Ave,Unit E RightSuite®Universal 2023 800 Corey Creek Lane Bohemia,NY 11716 23.0,01 RSU30008 Southold,NY 11971 Phone:516-204-2444 Phone:631-244-2627 License:8619824 2024-Dec-23 12:52:44 www.energytestingservices.com mfauci@energytestingservices ...eek Lane,Southold,NY 11971.rup Level 3 162 cfm B3 WIC 56 cfm M WIC 20 cfm 18 cfm Batt Master Bat Bedroom Laundr 27 cfm D Q M WIC 8 " 6 4„ 24 cfm 4 57 cfm "" 12x8 4" fr B2 WIC 4„ Hal 12x8 18cfm 18x8 14" 600 cfm Master Bedroo 8 8 Bedroom OTE Stairs. 192 cfm 147 eft Job#: MF641 Energy Testing Services Scale: 1 : 87 Performed by Michael Fauci for: Page 3 Sligo Construction Corp. 1648 Locust Ave,Unit E RightSuite®Universal 2023 800 Corey Creek Lane Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 Phone:516-204-2444 Phone:631-244-2627 License:8619824 2024-Dec-23 12:52:44 www energytestingservices.com mfauci@energytestingservices eek Lane,Southold,NY 11971.rup Town Hall Annex w Telephone(631)765-1802 54375 Main Road P.O.Box 1179 1191?" Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 26, 2024 To: Paul Davey 1365 Waters Edge Way Southold,NY 11971 RE: SCTM# 1000-78.4-12—Alfano, Determination of Merger Request Mr. Davey: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at(631) 765-1802. Respectfully Yours, Amanda Nune aker, Plans x, iner TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " Telephone(631) 765-1802 Fax(631) 765-9502 htt ://Nvww. out.liold o nn �o'v Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only g ^ 4- PERMIT NO. Building Inspector- � OCT j � J2 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. � Date: I 'l I G I I a OWNER(S)OF PROPERTY: Name: ��yQ .� t [ SCTM#1000- Project Address: �@ C k I-e so"'7--v f 2 "uLl 1 1 0 > Phone#: � ((E, y— 2 Email: C Mailing Address: ( )1 C5 V eJ CONTACT PERSON: Name: L( C �'i V Mailing Address: b ltir r� (,t>e— -frL4II/Na fG ilj q Phone#: CA Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: , I 1 Phone#: S) (o (.� Email: CONTRACTOR INFORMATION: Name: Mailing Address: � N-71 Phone#: ' Email: alpIU a . DESCRIPTION OF PROPOSED CONSTRUCTION New Structure CAddition Alteration D Repair ❑Demolition Estim ted Cost of Project: ❑Other ' 0 -- Will the lot be re-graded? ❑Yes 000 Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property: ¢S. ,off Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes,)�Ift IF YES, PROVIDE A COPY. 06heck Box After Read!ng: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements me&herein are punishable as a Class A misdemeanor pursuant to Section 220AS of the New York State Penal law. Application Submitted By(print nam ` VLl ❑Authorized Agent owner Signature of Applicant: Date: 111611 Dy STATE OF NEW YORK) jj COUNTY OF SL(S�r�+O l .t�- V being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 3 t� � C`q`� 7 ha C. (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 day of , 20 No Pub APM W Public, ftof No ya* (Where the applicant is not the owner) i� °' I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 rn� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 htt s://Ww .southol(lto rn.n gov BL)ILDING PERMIT APPLI ATI N IN RUCTIQNS&CHECKLILT • Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. • The work covered by this application, including land clearing/site work, may not be commenced before issuance of a building permit. • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy. • Every building permit shall expire if the work authorized has not commenced within twelve (12) months after the date of issuance or has not been completed within eighteen (18) months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an additional 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MU LT BE SUBMITTED WITH TIME FOLLOWING MATERIALS: ❑ Building Permit Application: Complete, signed and notarized. ❑A survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas and waterways. El Four(4) sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State. ❑Contractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or U26.3) AND a Certificate of Disability Benefits Compensation Insurance (DB120.1) • Certificate of Liability Insurance *mote: 0=final (Fees will be call Wated by tlhe Bu iildirig Departrnerit using the fee schedule. Fees will be c0ected after the permit is iritteri" ADDITIONAL DOCUMENTATION MAY BE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) ❑Approval of the Zoning Board of Appeals, Planning Board, and/or Historic Preservation Commission (if applicable) ❑Electrical Permit 6laglication (FILED SEPERATELY): Electrician must have an active license with Suffolk County ❑1Flood Plain Development Permit Application (if applicable) []Southold Town Trustees Permits may be required: If any work will be done within 100' of a tidal or fresh water wetland. ❑NYS D.E.C. Permits may be required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland ❑1 copy of ComCheck/ ResCheck(if applicable) ❑1 copy of Manual J, Manual D and Manual S (if applicable) ❑Utilization of truss re-en ineered wood timber construction form (if applicable) ❑Single and separate title search (if applicable) ❑Curb cut permit (NYS or Suffolk..Counly form 239E) (if applicable) ❑Original signed Owners Authorization: if applicant is other than owner. 3 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box Southold,NY 11971-0959 " Telephone(63 ) 765 1802 Fax(63 )765 g South-9502 l tt southold onMn , ov INSPECTION &CERTIFICATE gF QCCUPANCY INFORMATION It is the responsibility of the applicant, owner, or contractor to request inspections from the Building Department. Construction must be completed and certificate of occupancy must be obtained within eighteen (18) months,or the permit may need to be renewed. Building permits shall be visibly displayed at the work site and shall remain visible until the authorized work has been completed. Work shall remain accessible and exposed until inspected and accepted by the Building Inspector.The permit holder shall notify the Building Inspector when any element of work described below is ready for inspection. The following elements of the construction process shall be inspected, where applicable: • Footing reinforcement or pier excavation prior to pour; • Footing keyway with foundation wall reinforcement; • Foundation before backfill; • Foundation damp proofing; • Framing,tie down/strapping and plumbing; • Underground plumbing; • Perimeter insulation; • Rough electric; • Insulation and caulking; • Solid fuel-burning heating appliances, chimneys,flues or gas vents; • Energy Code compliance; and • A final inspection after all work authorized by the building permit has been completed. After all necessary inspections are completed additional documents, including but not limited to the following, may be required: • Suffolk County Health Department Approval—original copy • Plumbers Affidavit • Miscellaneous Certifications as requested by Plans Examiners or Inspectors The Certificate of Occupancy will be issued after all of the required documents are submitted to this office. No building may be used or occupied in whole or in part, until a Certificate of Occupancy shall have been issued by the Building Inspector. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. The person responsible for this site must call in for all inspections listed above. Contact the Town of Southold Building Department at(631) 765-1802 to schedule your inspections. Please have your building permit number ready. 4 AW, TRIBOROUGH LAND SERVICES P.O.Box 3200,Wantagh, NY 11793•Phone No.631-385-8844•Fax No.631-389-2828 Tusaft,0atober 29,2024 Ps'e 1 of 1 LANCE LONGO,ESQ. Invoice 43 SCHNEIDER LANE HAUPPAUGE,NY 11788 (631)342-9664 Fax No.(631)297-8466 Account Number 36 Search Number: 24SSTL3573S Order Detaft Ordered: 10/09/2024 Customer Reference.• Alfano,as Trustee of the Alfano Family Trust Owners: Doris A.Alfano,as Trustee of the Alfano Family Trust Premises: 800 Corey Creek lane,Southold,NY 11971(Suffolk County) Date Description of charges Amount Sales Taos Payments Amount due 10/29/2024 Variance Search $1.500.00 $0.00 $0.00 $14M.00 * Sales Tax not applied Charges: 51,500.00 Please make checks payable to: TRIBOROUGH LAND SERVICES Sales Tax: $0.00 P.O.Box 3200 Wantagh,NY 11793 Payments: - $O.OQ Total Due: $1,500.00 Please return this portion with your payment Name: LANCE LONGO,ESQ. Invoice Amount: $1.500.00 Amount Enclosed: [ ]Please apply payment towards Search Number(a)246ST1.3573S. [ l Please apply payment towards balance under Account Number 38. Terms:All charges due within 30 upon receipt without penalty.Please make checks payable to TRIBOROUGH LAND SERVICES Fidelity National Title INSURANCE SERVICES, LLC TITLE NO: 7404-019084 District: 1000 Section: 078.00 Block: 04.00 Lot: 012.000 Town of Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Doris A. Alfano,as Trustee of the Alfano Family Trust and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 17, 2024 FIDELITY NATIONAL "'I" " "LE INSURANCE SERVICES, LLC JE N UVA Sworn to before me this 17th day of October, 2024 SANDRA J GOLESKI Notary Public NOTARY PUBLIC,S"rA`fE OI-NEW YORK Registration No.01GO5032467 Qualified in Suffolk County Commission Expires August 29,2026 24 Commerce Drive • Riverhead, New York 11901 • (631) 727-0600 0 Fax: (631) 727-0606 �r�w r.-.-�.w Fidelity National Title INSURANCE SERVICES,LLC n ter•, TITLE NO. 7404-019084 -'x .i, STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly swom deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: y SCTM: 1000-078.00-04.00-012.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-078.00-04.00-012.000 Harold E.Gordon Liber 2915 cp 371 TO Dated:01/19/1949 Mazy L. Dayton Rcc'd:01/21/1949 (premises and more) wM/ Mazy L.Dayton died a resident of Suffolk County on 11/08/1956,Surrogates File No. 978 P 56. The New York Trust Company and William C.Mayer, Liber 4313 cp 196 as Executors of the Last Will and Testament of Mary L. Dated:06/07/1957 Dayton Rec'd:06/12/1957 TO (premises and more) South Parish Realty Company FIDELITY NATIONAL.TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN 1)U A 17th day of October,2024 V SANDRA J GOLESKI " Notary Public NOTARY PUBLIC,STNIT 01-NEW PORK Registration No.0 1 G05032467 Qualified in Suffolk County Commission Expires August 29,2026 24 Commerce Drive• Riverhead, ;York 11901 •(631)727-0600• Fax: (631)727-0606 u�p., oFidelity National Title INSURANCE SERVICES,LLC r u i Lefferts P. Edson, Michael John Fenello, Joe Thomas Liber 5965 cp 236 Luke and Charles Joseph Harlin, all DBA South Perish Dated: 05/12/1966 Realty Company Rec'd: 05/31/1966 TO (premises and more) Kurt Hambsch, George W. Moore, Jr. and Sidney Warner Kurt Hambsch, George W. Moore, Jr. and Sidney Warner Liber 5974 cp 552 TO Dated: 05/21/1966 South Fork Development Corp. Rec'd: 06/16/1966 (premises and more) South Fork Development Corp. Liber 6958 cp 426 TO Dated: 06/18/1971 Laurence J. Jacques Rec'd: 07/02/1971 Laurence J. Jacques Liber 11973 cp 720 TO Dated: 06/23/1999 Doris Ann Alfano — Rec'd: 07/06/1999 Doris Ann Alfano AKA Doris D. Ann Alfano Liber 13167 cp 899 TO Dated: 07/22/2022 Doris A. Alfano, as Trustee of the Alfano Family Trust Rcc'd: 08/05/2022 LAST DEED OF RECORD (premises and more) PREMISES NORTH: 1000-078.00-04.00-011.000 Harold E. Gordon Liber 2915 cp 371 TO Dated: 01/19/1949 Mary L. Dayton Rec'd: 01/21/1949 (premises and more) Mary L. Dayton died a resident of Suffolk County on 11/08/1956, Surrogates File No. 978 P 56. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN D11VA, 17t day of Oct er, 924 NDRA J GOLESKI NOTARY ('UE3L1C,STATE01=NEW YORK Notary Public Registration No.01GO 0 2467 :y tulilic' it Sa�rlTolk CcrK Cor�nrjjissiorj lixpires Au rrst 2 ,2126 24 Commerce Drive • Riverhead,New York 11901 . (631)727-0600 • Fax: (631) 727-0606 ... : Fidelity National Title INSURANCE SERVICES, LLC The New York Trust Company and William C. Mayer, Liber 4313 cp 196 as Executors of the Last Will and Tcstament of Mary L. Dated: 06/07/1957 Dayton Rec'd: 06/12/1957 TO (premises and more) South Parish Realty Company Lefferts P. Edson, Michael John Fenello, Joe Thomas Liber 5965 cp 236 Luke and Charles Joseph Harlin, all DBA South Perish Dated: 05/12/1966 Realty Company Rec'd: 05/31/1966 TO (premises and more) Kurt Hambsch, George W. Moore, Jr. and Sidney Warner Kurt Hambsch, George W. Moore, Jr. and Sidney Warner Liber 5974 cp 552 TO Dated: 05/21/1966 South Fork Development Corp. Rec'd: 06/16/1966 (premises and more) South Fork Development Corp. Liber 6895 cp 194 TO Dated: 03/04/1971 Sidney F. Warner Rec'd: 03/05/1971 Sidney F. Warner Liber 7134 cp 226 TO Dated: 03/29/1972 Frank DiFiore Rec'd: 04/03/1972 Frank DiFiore Liber 7492 cp 27 TO Dated: 09/12/1973 Tullio Zori Rec'd: 09/18/1973 FIDELITY NA"1" ONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN J 17th day of October, 2024 SA�GOL% ESKI Notary Public NOTARY PUBLIC,STATE OF NEW YORK Registnuion No.01GO5032467 Qualified in Suffolk County Commission Expires August 29,2026 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 0 Fax: (631)727-0606 = 1tfFidelity National Title INSURANCE SERVICES, LLC Tullio Zori Liber 11826 cp 281 TO Dated: 04/10/1997 Inland Homes Inc. Rec'd: 04/18/1997 Inland Homes Inc. Liber 11877 cp 26 TO Dated: 01/29/1998 George A. Spanos and Rose Spanos, his wife Rec'd: 02/05/1998 LAST DEED OF RECORD PREMISES EAST: COREY CREEK LANE PREMISES SOUTH: 1000-078.00-04.00-013.000 Harold E. Gordon Liber 2915 cp 371 TO Dated: 01/19/1949 Mary L. Dayton Rec'd: 01/21/1949 (premises and more) Mary L. Dayton died a resident of Suffolk County on 11/08/1956, Surrogates File No. 978 P 56. The New York Trust Company and William C.Mayer, Liber 4313 cp 196 as Executors of the Last Will and Testament of Mary L. Dated: 06/07/1957 Dayton Rec'd: 06/12/1957 j TO (premises and more) South Parish Realty Company 1 Lefferts P. Edson, Michael John Fenello, Joe Thomas Liber 5965 cp 236 Luke and Charles Joseph Harlin, all DBA South Perish Dated: 05/12/1966 Realty Company Rec'd: 05/31/1966 r TO (premises and more) t Kurt Hambsch, George W. Moore, Jr. and Sidney Warner a FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN U 17th day of October, 2024 SANDRA J GOt ESKI NOTARY PUBLIC,STATE OF NEW YORK is ration No.01GO5032467 Notary Public Registration t Qualified in Suffolk County Commission Expires Aubust 29,2026 24 Commerce Drive * Riverhead, New York 11901 • (631)727-0600 Fax: (631)727-0606 III Fidelity National Title INSURANCE SERVICES, LLC Kurt Hambsch, George W. Moore, Jr. and Sidney Warner Liber 5974 cp 552 TO Dated: 05/21/1966 South Fork Development Corp. Rec'd: 06/16/1966 (premises and more) South Fork Development Corp. Liber 6618 cp 393 TO Dated: 09/08/1969 Donald Alfano and Doris Alfano, his wife Rec'd: 09/08/1969 LAST DEED OF RECORD PREMISES WEST: 1000-078.00-03.00-053.001 Harold R. Gordon, unmarried Liber 3991 cp 256 TO Dated: 10/06/1955 St. Patrick's Church Rec'd: 10/10/1955 LAST DEED OF RECORD FIDELITY NATIONAI TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DUVA l 7th day of October, 2024 Notary Public SANDRA J GOLESKI NOTARY PUl11.IC.STATE OF NEW YORK Kegistratiun No,01GO5032467 Qualified in Suffolk County Commission Expires August 29.2026 24 Commerce Drive • Riverhead, New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 GENERAL NOTES w VEmm L L �s�SSL��S GENERAL: 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROl`A THE BUILDING Kop SED I E u INU DEPARTMENT. p �/ 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES / 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: � O\ DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE om Aw an a Arl it Arie 'r ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STCP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. MECHANICAL CODE NOTE: 0 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OFING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 800 COREY CREEK AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 LANE 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 8. THIS SET OF PLANS IS THE PROPERTY OF TERN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE SOUTHOLD NEW YORK FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 1 TITLE SHEET & PLOT PLAN 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 2 FOUNDATION PLAN 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH: ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS 3 FIRST FLOOR PLAN TIT BE FOLLOWED. OTENTT 12 S THEIN OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION MINIMUM UNIFORM DISTRIBUTED LIVE LOADS THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. 4 SECOND FLOOR PLAN 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. (REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATEI 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED, USE LIVE LOAD SHALL BE IN A CO WITH SECTION R316. NOTE: 5 ELEVATIONS 15.INTERIOR WALLLL COVERINGERRING SHALL BE IN ACCORDANCE WITH SECTION R702 AND UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 psf EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 UNINHABITABLE ATTICS WITH LIMITED STORAGE(b,g) 20 psf 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 6 ELEVATIONS HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 psf MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, BE VARIFIED IN THE FIELD BY THE CONTRACTOR, EXTERIOR BALCONIES AND DECKS(e) 40 psf AND RECEIVED DISCREPANCIES SHALL BE PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, FIRE ESCAPES 40 psf 2.MINOR DETAILS NOT SHOWN ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE IMMEDIATELY REPORTED N THE ARCHITECT.OR SPECIFIED BUT NECESSARY 7 SECTION & RISER DIA GUARDS AND HANDRAILS (d) 200 psf(h) CARPENTRY: FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK GUARD IN-FILL COMPONENTS(f) 50 psf(h) 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 8 NOTES & DETAILS PASSENGER VEHICLE GARAGES(a) 50 psf(a) 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) ROOMS OTHER THAN SLEEPING ROOMS 40 psf 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED g ENERGY SEALING DETAILS SLEEPING ROOMS 30 psf 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF STAIRS 4o psf(C) 2-2"x 6" U.O.N. BUILDINGS. 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. BRACED WALL PLAN FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPA,1 SQUARE INCH=645 MM2,1 POUND=4.45 N. Z 0 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 10 z 6. DOUBLE JOISTS UNDER PARALLEL-PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. > B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR ui BRACED WALL PLAN WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. MODELS NUMBERS ON PLANS. C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN SEAL 12 NOTES & DETAILS AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATER STRESSES. E D A R 9. PROVIDE N CONFORMANCE T M WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP.ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE E. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. ��, �N.K. SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @GRADE LEVEL WHEN GRADE GUARD F. IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY �� �J� /Y TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH 1 NOTES & DETAILS APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH �c OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. ANY OTHER LIVE LOAD REQUIREMENT. 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. G. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR ALL GLAZING SHALL COMPLY WITH SECTION R308. WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 � INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES. _ 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 14 NOTES & DETAILS THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS JO 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE ARE MET: F 0 E� INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING F N15 NOTES & DETAILS ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 1. THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. ELECTRICAL: THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE(LOAD OF � o NOT LESS THAN 10 POUNDS PER SQUARE FOOT. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHICNFPA 70 NATIONAL ELECTRICAL CODE TABLE DESIGN R E Q U I R M E N TS H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIEDTO M M EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE N 00 DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. 'IT 00 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE N C9 OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION ,CLIMATE ZONE 4A M M 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 m AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 7 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. b,c ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN STRUCTURAL MEMBER ALLOWABLE FLOOD FREEZING GROUND ANNUAL DEFLECTION 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF d TOP�� SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD RAFTERS HAVING SLOPES GREATER THAN 3:12 LI180 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SNOW LOAD SPEED BORNE-BORNE BORNE CATEGORY ° FROST LINE TEMP INDEX TEMP MPH EFFECTS k REGION DEBRIS WEATHERING, DEPTH TERMITE REQUIRED WITH NO FINISHED CEILING ATTACHED TO FOUNDATIONS, CONCRETE AND MASONARY: RAFTERS B 3 FEET 15° YES INSERT FLOOD 599 51° INTERIOR WALLS AND PARITIONS H/180 z 1 MILE 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. 20 PSF 130Vu1t NO NO FROM THE COAST SEVERE BOF HEAVY ZONE OR NIA FLOORS U360 O 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. CEILINGS WITH BRITTLE FINISHES(PLASTER 8 STUCC U360 W o ? 3. FOOTINGS TO REST A MIN 3'-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO CEILINGS WITH FLEXIBLE FINISHES(GYP BOARD) U240 � } a0 i u (VRISEMAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS ALL OTHER STRUCTURAL MEMBERS U240 U z w 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON EXTERIOR WALLS-WIND LOADS J W _j WITH PLASTER OR w J X PLANS. (U.O.N.) STUCCO FINISH H1360 W O O ALTITUDE INDOOR DESIGN EXTERIOR WALLS-WIND LOADSa WITH OTHER UO WINTER SUMMER HEATIING TEMPERATURE F- _ � 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE BRITTLE FINISHES H1240 0 � � } FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE a o O N Q EXTERIOR WALLS-WIND LOADS WITH H/120 d 00 U) r c0 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. FLEXIBLE FINISHES 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 15° F 85°F 1.00 68° F 75°F 53° F LINTELS SUPPORTING MASONRY VENEER WALLS e U600 ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ Note:L=span length,H=span height. SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY A. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, W 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE (� z � 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR ENTRAINED. COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE m 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS, 10°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 45-55% 32 GR @ 50%RH R3012(2). O N 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH Q (� MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. OF THE CANTILEVER. Ur _J C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR --I 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING 0 Z 11. BRICK VENEER TO BE ANCHORED W/ 1 WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EDGE OF GLASS E SANDWICH PANELS,THE TOTAL LOAD DEFLECTION W Q � ( ) SHALL NOT EXCEED U60.FOR CONTINUOUS ALUMINUM STRUCTURAL = EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE MEMBERS SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION 0 ~ OI W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. SHALL NOT EXCEED U175 FOR EACH GLASS LITE OR u60 FOR THE Q U I- WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN ENTIRE LENGTH OF THE MEMBER,WHICHEVER IS MORE STRINGENT. C7 J 11 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WINTER ICE SHIELD FLOOD ANNUAL FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM W FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED'I TOPOG SPECIAL BORNE -BORNE DESIGN ° DESIGN UNDERLAYMENT FREEZING ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL 0 CATEGORY FROST LINE TEMP HAZARD INDEX TEMP NOT EXCEED U120. CODE LIMITS. MPH EFFECTS k REGION DEBRIS WEATHERING, DEPTH TERMITE REQUIRED D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD z Cn 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. W 0 W g 3 FEET MODERATE SEE ° E. REFER TO SECTION R703.8.2. � U PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vu1t NO NO FROM THE COAST SEVERE gOF TO HEAVY BELOW YES NO 599 51 0 1.- p &FIRE ISLAND r 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 W 13- ►- O 1_ z N AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. ' w _ = = wl WINTER DESIGN TEMP: °0 - W 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. p, v U) Q 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEETABOVE THE FLOOR ON THE DESIGN HEATING DAY SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75° F COOLING DWG NO AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F, DRY BULB 89° F,WET BULB 75°(2020 IPC APPENDIX D) �t 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 15_ I PROVIDE LSSU28 JOIST HANGER I 48'-0" @ RIDGE TO EACH ROOF RAF TYPICAL @ NEW CONSTRUCTIO 1 1/4" x 20 GAUGE GALV. STRAP TYPICAL. 20" LONG 81. EACH ROOF RAFTER 21'-4" 8'-0" 18'-8" 3'-8" ( 4 ) 8d NAILS EACH END EA. ROOF RAFTER 4"x 4"POST ANCHORED ON 14"0 x 36"FTG.BELOW GRADE A AND 4"-6"ABOVE GRADE 12 - —� i ROOF RAFTERS (SEE PLAN) VARIES ° 2--2' x 12 PT GIRDER �_ 1/2" EXTERIOR GRADE PLYWOOD SHEATHING C? 2"X 10"LEDGER BOARD LAG BOLTE #t 5 FELT TO DWELLING W/1/2"LAG BOLTS @ 4"O.C. ___—_— ASPHALT SHINGLES AS SELECTED BY OWNER ----------------------------------------------,,--------- -AFPC-R-TABLL&67�-------- ----------------------------------------- -- N ( ) " ------ -- ----- -------------------------------- r--- ---t r ---------- ---------------------------------- ------------� I I 8"X 16"CONC FOUNDATION WALL L_ __J I U W/8"X 16"CONC FOOTING CEILING JOISTS (SEE PLAN)I @ MIDS ANC.PIE ZL i BATT INSULATION (SEE PLAN) �, i { - o LATERAL BRACING o i I TOP & BOTTOM = N I o F I © a N SEE DETAILS A, B, C SHEET #12 `D N CDI I 46'-8" ih oo / CD = I +1 N X � _S mi i 'It7 IJ7I i FASCIA �\ I I j I I I I 1 3" CONTINUOUS SOFFIT VENT � I 5'-117 Ir 6'-52 6 5- 7_0 7-0 6'- 6'-11" I I SIMPSON STRONG-TIE H2 ; 1 ( )SIDEEACH 16oc I j ( 4"STEEL COLUMN W/ ALIGN COLUMN W/ @ I �4"x 24"x 12"CONC. POSTABOVE I r-- r- -- r- --� r- --� r --� r----� 1 2"X 12"WOOD GIRD R ROOTING I 13-2"X 12"WOOD GIRD I I 13-2"X 12"WOOD GIRD R I I 1 t I " I I IrM III I c? I1 II 1I II II I _ IL- J IIIL---- ------ L - i L_ -_� L_ J I CZ) W pp 1 I C?r4"STEEL COLUMN W/ / N / 24"x 24"x 12"CONC.I 24"x 24"x 12"CONC. I n III I FOOTING UNDER POST ABOVE i i i I I iii FOOTING I I I I S I I I �� �� N I I f-----i--� I--F--==N 111 I I X 16 CONC OUNDATION WALL - I I i I I - I i---------- I W/8"X16"C NC FOOTING I'I L_1�-� fit 1 I it I 1 I o I I --I i Cp III I I W I I I —I I I I I j / I '' Y r j - o IIL I ILuIII S C p rl j o a l l� l p l l I DET. in on F__ I / NI 1 II' L -11Ico BOILER `00 " VINYL SIDING (AS SELECTED BY OWNER) II III R-3 RIGID INSULATION BOARD D CD X o VENTED TO EXTERIO AS PER CODE TYVEK BUILDING WRAP / � t cn 1/2 EXTERIOR GRADE PLYWOOD SHEATHING 5/8"TYPE"X"FIRE BOARD ON I `--o -------sue o iii 2 x 4 STUDS 16 oc ------iii CEILING ABOVE BOIL R 3 1/2" BATT INSULATON R = 15.0 w46'-8" -1 " GYSUM BOARD I / G! ul lu LATERAL BRACING LA RAL BRA I I -- - — --- ---- --- III III " I I SIMPSON STRONG-TIE FTA @ 16 oc OR� } LATERL BRACING TOP BOTTOM III 8 x 10 CONC.PIER TOP & BOTTOM OP & BOT i I SEED TAILS A, Do C SI'EET #12 111 @ MICSPAN— --- t SEE DETAILS A, B, C SHEET #12 SEE DETAILS A B, C SHE T #12 i I 1 1/4" x 20 GAUGE GALV. STRAPPING, ib L1-�---- -----��----------------���------------I \ I-------------------------------------------- ---� EXTENDED 12 BEARING FROM FLOOR ------ - 1 FRAMING EACH DIRECTION @ EACH STUDI 1 ------------------------------ ------------ ------ .. J j , 2"X 10"LEDGER BOARD LAG BOLTED ZL 2"X 10"LEDGER BOARD LAG BOLTED TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. TO DWELLING W/1/2 LAG BOLTS @ 34'O.C. _ I, �Ie� AS PER TABLE 507.2 0 o AS PER TABLE 507.2 2- 2% 4" TOP PLATE � c2� 2N 0 � ® o 0 4"x 4"POST ANCHORED ON � " - ~ co 0 4 x 4 POST ANCHORED ON ao 4 x 4 POST ANCHORED 0 ►--------------------� 14"0 x 36"FTG.BELOW GRADE X o 14"0 x 36"FTG.BELOW GRADE X � 14"0 x 36"FTG.BELOW GR DE j AND 4"-6"ABOVE GRADE N 4- AND 4"-6"ABOVE GRADE N AND 4"-6"ABOVE GRADE 2-2"x12"PT GIRDER '� 2-2"x12"PT GIRDER �' 2-2"x12"PT GIRDER �' 2-2"x12"PT GIRDER 2-2"x12"PT GIRDER - 1 i — — -----------T -----_ L---------- -- 1% / i CC i 9'-10" 9'-101, 7'-8" 9'-10" 9'-10" 6" /Of I c oo M f� / I f4o No C` ;D I I CC N C 48'-0" a 3/4" SUB FLOOR GLUED AND NAILE FLOOR JOISTS (SEE PLAN) 5 BATT INSULATION (SEE PLAN) 7 "SIMPSON;> CMSTC16 COIL STRAP OR I j PROPOSED FOUINUA LION PLAN _ �'9 1 1/4" x 20 GAUGE GALV. STRAPPING. j -- 1/4"=1'-0" STRAP EACH STUD 12" MIN. BEARING 1 %` WRAP STRAP UNDER SILL @ EACH STUD I i �'------------------- INDICATES LOCATION OF SHEAR V1ALL HOLD-DOWN I i BY"SIMPEON"OR APPROVED EQUAL SEE SHEET#13 2"x 4" SILL NEW CU����TRIIt�TIOf 1 ' c_ (TC BE INSTALLED AS PER N.Y.S.CODE) I < C --------------- ALL FASTENERS SHALL BE INSTALLED WITH STRICT 2"x 6" P.T. SILL TO BE REMOVED ACCORDANCE W/MANUFACTURER SPECIFICATIONS ANCHOR BOLTS (REFER TO PLANS % y }: Q LL --------------- FOR SIZE AND SPACING) I I % v HOLDDOWN CONNECTION NOTE SILL SEALER ' i o -j Lu EXIST G STRUCTURE HOLDDOWNS SHOWN ON FOUNDATION TERMITE SHIELD I 12 O Q O PLAN ARE CONNECTING FOUNDATION z 1 II q R I ' O =: _ TO FIRST FLOOR 8" I Ibl Ip i' U r �°I HOLDDOWNS SHOWN ON FIRST FLOOR CONCRETE WALL = I II II q 1 � p `� �- GRADE 0 I 110I l i o Cv Q PLAN ARE CONNECTING FIRST FLOOR L41�I i t- [L — TO SECOND FLOOR (AS PER WFCM 2001TABLE 3.2B) - i_i �_° dl EBAR (1/2" DIA) ANCHOR BOLT @ 45"O.C.FOR 1-3 STORIES —1 I ' '� ��- -j I-III=) II 1 "—I 1 u I THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE 5/8"A.B.@ 45"O.C.WITH 4 ANCHOR BOLT @ 30 O.C.FOR 1-3 STORY ( EXCEPT SLAB AREAS 3"X3"X 1/4"PLATE WASHER °I ( ) SHALL BE DAMPROOFED WITH AN ELASTIC NOTES: 1.MIN.7"EMBEDMENT INTO CONCRETE COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. w/3"SQUARE WASHERS AND END NUT SETUP 8 POURED CONCRETE L1J o cy) 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WA LLS,AND SUCH OTHER 2"x6"SILL PLATE 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR FOUNDATION WALL 1/2" EXPANSION JOINT 0 7- WORK AS MAY EE NECESSARY TO THE DEPTHS AS SHOWN ON THE OR REPLACED BY HOLD DOWNS FOR SHEARWALLS h tl o Q Q, N DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL CONCRETE WALL 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. it �) HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. TO 12"MAX.FROM ENDS OR CORNERS 16x 8 DP. POURED CONCRETE FOOTING II 8 a, o _J -- ' 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. C) _ J 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN 6' iv ' * q91 —i ----i ADDITIONAL - ADDITIONAL STORY l u a LC1J �) MINIMUM BEARI IG BEARING SOIL CAPACITY OF(1)ONE TCN PER SQUARE r4 FOOT WITH A MINIMUM OF 3'-0"COVER. r I FOR HOLD-DOWN ANCHOR °=�I� g = ` OCT �- t- U i 3. ALL CONCRETE SHALL BE 3,500 P.S.I. 5/8"X12"ATR ANCHOR MIN. (7 U ' 5.5"EMBEDMENT SET IN 4. WHERE THE!VALLS ARE POURED TO GRACE,AND DAMPROOFED, THE ACRYLIC TIE ADHESIVE(AT) #5 REBAR (1/2" DIA) CONTRACTOR STALL BACKFILL AGAINST THEM WITH CLEAN'EARTH.CARE � LI J <1 - SHALL BE TAKEN'TO BRACE AS REQUIRED TO PREVENT CAVE-I;rIS.BACKFILL q ❑' k 4" CONCRETE SLAB ON UNDISTURBED BASE CJ U TO BE FREE OF V'OOD,TRASH,ETC. r' ------ Q co C.j Z - -- 5. THE EXTERIOR?SURFACE OF ALL FOUNDATION WALLSz�'C I Lij 0 u j BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DA"1PROOFED cy N RIM JOIST 0 0 F- C) WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 7" 5" U C1 O u 2_1_ to PLASTIC CEMENT. W 0 L� �` y 7_ N 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH 0)#5 REINF. 1'-0" 3'9° TYPICAL WALL SECTION ° W -� � ILl - � Cl_ � U) Q F-- n 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( c' DETAIL "All 11 3/4°=1'-0" -- PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE /1 DV IG NO THAN 7 PERCENT. ANCHOR BOLT SPECIFICATION N.T.S. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. ( ; -� ,� 48'-0" N OTE: 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE 6'-4" 8'-10" 11'-2" 11'-9" 9'-11" WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 8' o" 2. ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE A WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK 7 STATE. 3. EXTERIOR WINDOWS & GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R613 & ALL GLAZING SHALL COMPLY r-N WITH SECTION R308. - 4. WALL & CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. EGRESS SAFETY C,-ASS2-NEW 3046 DH WIII NEW 3046 DH WIN LIDER- ---- 2-NEW 3032 DH WIN 5. INTERIOR WALL COVERINGS SHALL BE INSTALLED RI ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE � 2-2"x 12"HEADER =2�"x 0"HEADER 2-2"x 12"HEADER 2"x 12" 1 INSTALLED IN ACCORDANCE WITH SECTION R703.4 2068 -----� ICI L---- ---------i 6. PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK CESTATE. 12'-0" 6'-il — 28'-0" I 7. INSULATION SHALL HAVE A FLAME - SPREAD INDEX OF NOT GREATER THAN VENT. F07 _ z hh., Di 0 25 WITH A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450 IN 0 1 EN V R OVE ACCORDANCE WITH SECTION R316 PROPOSED _0 PROOPO _0 N PROPOSED 0 PROPOSED 0 � 1 TO VENT TO EX ER OR AS 8. THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE BEDROOM o B' `T o DINING ROOM �? o �Tlrl 1 OiO B WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. q 9. CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE N" - _ N 9'-0"CEILING HEIGHT (ifI WITH SECTION M1502 9'-0"CEILING HEIGHT N o _N o 9'-0"CEILING HEIGHT N o N I X o �x Fx �x i °' 10. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS N N `` N `` 1 50 OF THE BUILDING THERMAL ENVELOPE. A MOISTURE VAPOR RETARDER SHALL N;7 BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE s oC PROPOSED 13'-10" 14'-2" I WITH SECTION R318 K�c T _ E i I DET. _ I ( i VE 2-13/4"x 117/8"LVL W/3/4"STEEL PLATE LUU HDR 2-13/4"x 117/8"LVL W/3/4"STEEL P ATE FLUSH HEADER I 2068 PD 6"X 6"PSL POST W/ W z_ _ -- i �� ELEC. DECO ENCLOSURE, `t a Eo -------- ��� �l � �� C N COORDINATE W/COLUMN BELOW N = N , CA NOTE! 4' X 4 o v ,D T. " x N 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND POST 2 13/4"x 117/8"LVL FLUSH HEADER 11 W POSTS ABOVE. / ----------------------__--------, ac N Z DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND LINE Of SECOND FLOOR ABOVE 3'-4" I o STAIR WELL OPENING. (PROVIDE METAL JTS. sec. I w o HANGERS AS REQ'D) co � DOUBLE ROOF RAFTERS AND TRIMMERS AROUND oar. I o _� N SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) 0' i �t _ -' PROPOSED p o o I > N - _ - 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS zo o I � o LIVING ROOM N o O L.V.L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO PROPOSED � I oo x •- o N COMPUTER ROOM OPEN TO �; `V 9'-0"CEILING HEIGHT N GIRDERS TOR HEADERS AS NECESSARION, FTG'S,AND OTHER Y. ABOVE o 1 x o 9'-0"CEILING HEIGHT 1 -' I `r 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS u- I � FROM SILL PLATE -N L- I z j �+ "� SECONDARY ROOF SYSOTEMS GARAGES,OR COVERED D 1 ?O6p W N N I = PORCH'S. (ETC) CD 6'-4" 0 o I 26'-10" CN Z 2-2"x12 HEADER I 3 ��, I 2-13 4"x 117 8"LVL HEADER N N w 2-NEW 304 DH WIN 2-2"x 12"H�fiD�ER o N o 3 NEW 304 DH WIN o m a EGRESS o N o x _ n � w 1¢ \ z Cr-- PROPOSED xw cc n I-n 2'-0" SEAL (o - ------------ o U o o COVERED PORCH � � © < ° c' '< I ` 00 oo Z oo oo co � �� co =; DECKING AS SELECTED BY CANE� �� 04 I �\ o ~ X o X �, VINYL SOFFIT MATERIAL ON CEILING 1 ` -" -" _' � =X uj 2''x 6' 2�IX 6" \ N N N N N C1.4 1g"oc RR I'16"off- �\\ 2-13/4"x 117/8 LVL HE RDER 2-13/4"x 117/8"LVL HEADER 2;13/4"x 117/8"�VL HEADER `� 2-13/4"x 117/8"LVL HEADER 2-13/4"x 117/8"LVL HEADER �i WRAPPED W,a ERTI aEI f F- WRAPPED WATERTIGHT WRAPPED WAT RTIGHT WRAPPED WATERTIGHT WRAPPED WATERTIGHT „b-.-p- .M�. L �_.._ - .- ROOF OVER ROOF CONSTRUCTION W/ -- --� 2"X 10"VA LEY RAFTERS ON THE FLAT 9'-10, 9'-10" 7' 8" 9'-10" 9'-10" W# 6" 0 �— co M h- N cc �. 5'-11" 13'-8" 10'-4" N co 48'-0" ro � f" A PROPO 3ED FIRST FLOOR PLAN 7 1/4"=1'-0" wElf « SMOKE&CARBON MONOXIDE DETECTORS: NEW CONSTRUCTION PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 PROVIDE CARBON MONOXIDE DETECTORS INSTALLED ------------- AS PER IFC 915 AND THE 2020 NEW YORK STATE UNIFORM CODE C 0 L _---_-_-__---- TO BE REIOX:D 0 z ALL DETECTORS TO BE HARDWIRED >- p J w &INTERCONNECTED W _j cY0 QO EXIST'G STRU,TURE 0 z C) ~ r 0 0 N Q m co .- cc LE .t i INDICATES LOCATION OF SHEAR VIALL HOLD-DOVIN BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 LLI (TO BE INSTALLED AS PER N.Y.S.CODE) 0 � O � ALL FASTENERS SHALL BE INSTALLED WITH STRICT � � N ACCORDANCE L MANUFACTURER SPECIFICATIONS < _-.. U J HOLDDONN CONNECTION NOTE U J HOLDDOWNS SHOWN ON FOUNDATION PLAID ARE CONNECTING FOUNDATION ul 0 L11 Q TO FIRST FLOOR HOLDDOWNS SHOWN ON FIRST FLOOR Z U U PLAIT ARE CONNECTING FIRST FLOOR O 1 Q j TO SECOND FLOOR I`- 0 w; L11 <i vJ 0U w Z vn � 0 Ili j -- o � c) II H 0 U 1:11wLo w U I> U` F= CV Lill I p Q_ ii1 = Z J U L1j !F- m Cl_ U) < I-- n c- DW/G NJ 0"' 5 48'-0" 6'-4" 15'-5" 10'-10" 15'-5" ATTIC INSULATION A 7 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE - - EGR:SS- - - -- - -- - -- -- - - -- - - -SAF GLASS- - - - - - - - - SAFETY-GLAS - - - - - - -- - -- - - - - - - - - - - 6" RIGID INSULATION r 2-N W 3046 DH WIN NEW A31 4035 PICTU E WIN ATTIC FLOOR FRAMING I --- I 2 2"x 10"HEADER - -2"x10"ft Q. 2 2"x 90"HEADER ---------- --� -------- -------- -, 12'-0" --- 6�_0, 1 1 -2" 1 5, 0, I I 6 0 - - I � o cn_o / 0 : CL0 I I __; PR0P0S o MASTER Till Q �, CD ---------- BATH t o 1 1 I 1 �= � �''' o � o "' 1 1 CLO o PROPOSED o J BATH sx o x w MECH MECH g'-0"CEILING HEIGHT BEDROOM, N � N V Dry Wash � T. f= o VENT. �G� © ¢ ® � 1 iv 0 a o CEILING HEIGHT -- N ❑E _/ MECH o�� o o z ' SITE BUILT ATTIC ENCLOSURE CD ME-D- � �- - 0 soy VENT. j N o N v :2)068 i - MECHANICALLY SECURED 1 ,� LAUNDRY - 1 - MECHANICAL LATCH TO PRESSURE CET. c � �cp� r1 I - - IL! cc." N o 8'-0"CEILING HEIGHT ---------- --I 0 SEAL AT WEATHERSTRIPPING MANUFACTURED PULL DOWN STAIR ---- ----- STALL FIBERGLASS 1 2-2"x 10"HEADER 2-2"x 10"HEADER IN i PAN FOR WASHER& 19'-4" 2668 5.0 a o I �-2 2"X "RIDOE _ o _ _ 2-2" 2"RIDGE 2 2"X 12"RIDGE = o o �/ —1 - - - - -1- - - - -VENT-DRYERTO EXTERIOR - - - - - - - - - -- - - - - - - - --- - - - 1 d I PROPOSED��——--� -` o ATTIC ACCESS DETAIL N.T.S. AS PER M1502 I I I I a PROPOSED X d c� " j C00 fl C1 0 �p0 ELEC. HALL I \ \\� I ELEC. N 1 N CM S.D. MASTER " o W RAILING INSTALLED BEDROOM BEDROOM 1 }El FC AS PER R-312 1 c N! N o o W 10'-0"VAULTED CEILING HEIGHT PROPOSED oEt A CCESS BACK /INSULATION so �o o o 2-1 LVL HEADER o C� BEDROOM PER20201ECC cn o V o Lo o - o o _ / \ � o 0 0 f GCONFORMSTO @� � � Q `D `n `D / \ o cD � cO �' 8'-0"CEILING HEIGHT FN- � R o u 20I-0" o t� cn ORK STATE R807 o z o LL _ / \ C� , —c AND h11401.2 x w x 0 o z_o `��' o z o O 1 ry_2\ c u a � J U 2' J J _ C"� d['r N N x w 7 717 _X O / \ x W x o / \ - / "�� OPEN TO 4 / \ W / o . 7 N / \ W / 1 \ BELOW ,/ 1 N ` o 1 " \ / 2"x 10" 1 2% 10" \ x 4 U N N / (, � / RR 16"oc I RR 16"0 \ N 9� o RR��16"oc RR 16"0 \ 2-2"x 10"HEADER 2 2"x 10"HEADER `" z"' 2 2"x 10";HEADER ` NEW 3046 DH WIN 6'-0"X 3'-0" TURE WIN / 2 2"x 12"HEADER \ O - _- - - SAFETY G SS- - - --- - -- - - - - - - - - - - - ---- --- - - -- - - -2�NEW 3046D VI`IN - - - - - - -3--NEW w 46-DHWIN- - - - - - - E RESS EGRESS w R OF OVER ROOF CONSTRUCTION W/ OF ELO SEAL 2 X 10"VALLEY RAFTERS N THE FLAT 7 -- A 1'-8" 8' 6" 21'-9" 11'6" 4'-7" ---- 5'-11" 9'-1" 9'-0" 13'-10" 10'-2" �t co 0 48'-0" C? I` N CC Cn C7 Cfl C i I I PROPOSED SECOND FLOOR PLAN I 1/4"=1'-0" w � � rn O uj Y p y Ow U Z 0', Z �- SCRIBE @WALL(TYPICAL) of 0 Q O 0 a: r FIXED WOOD SHELF WOOD BLOCKING 3 SIDES z — C)) C ico >- U7 SCRIBE @ WALL(TYPICAL) 1 —6 _ 1 1/2"DIA.POLE SECURED ¢ W/FLANGES BOTH SIDES. _ 4 WOOD BLOCKING 3 SIDES 1' 0„ frj C14 " w — FIXED WOOD SHELVES C 0) I 04 w O n_ z U U p CD 0 w II W Z Q v N CI) cn I �' d z � Hj 0 U I- d r n_ 0 W Z Ln w 0 z (D _ �= w CV W O � W t Z-� DETAIL :%_L DETAIL DWG NO COAT CLOSET DETAIL `SCALE 1/2" : 1'-0" LINEN CLOSET DETAIL SCALE 1/2" : 1'-0" W/ SHELVES W/ SHELVES t n � /"15 NOTE : PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 RIDGE HEIGHT AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A Si ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL 6111MG-5 p EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. 12 io CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS \� OF UL 127 AND SHALL BE INSTALLED AND VAULT)<R CEILING TERMINATED IN ACCORDANCE WITH THE ------------------ \`�\ MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 - ` WINDOW HT. NEW NEW EW 6'-0"X 3'-0"PICTURE WIN NEW NEW NEW WINDOW HT. 914vul 3046 DH. 3046 DH. 046 DH. 3046 DH. 3046 DH. 3046 DH. _ WINDOW WINDOW INDOW WINDOW WINDOW WINDOW ` b <0 z kird i' Hill 111il IiIIIIIIIII 11111111111 11111 111 - _-- ---- - -- -- - - - -- - - -- N 12 FINISH FLOOR ------ -- - - FINISH FLOOR ----- --------- 1i►NGLE NEWGLP�-IALL \\ " ----------------- �, FINISH CEILING _ FINISH CEILING cn \ Hill 111 J L -Il _1LJ WINDOW HT. ! NEW NEW NEW NEW WINDOW HT. 3046 DH. 3046 DH. LiL 3046 DH. 3046 DH. 1 _ WINDOW WINDOW WINDOW WINDOW co D1 1 a C o I No 1 E I o 91 E�@VV1�� AF _____ FINISH FLOOR FINISH FLOOR I I I I i ILL J1_ LL 1 -------- ------ I ITI I I I I GRADE I I I I GRADE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_ J L_ J __J L _ 4 4"x 4"POST ANCHORED ON 14"0 x 36"FTG.BELOW GRADE NEW 8"CONC.FOUNDATION WALL AND 4%6"ABOVE GRADE NEW 8"CONC.FOUNDATION WALL I I z _O I I U) -------------------------------------------------------------------------------------------------------------------------------- r NEW 8"x 16"CONC.FOOTING NEW 8"x 16_CONC.FOOTING - L---------------------------------------------------------------------------------------- ------------------------ SEAL PROPOSED FRONT ELEVATION 1/4"=f-0" 12 6 12 6 -------------- VAULTED CEILING It co EW SIDING00 SELECTED AS PER OWNER `? r ----------------- N co FINISH CEILING N � --------------------- -------- co co WINDOW HT. NEW NEW 1'-0" WINDOW HT. 3046 DH. 3046 DH. 0 WINDOW WINDOW 0 Eo FINISH FLOOR FINISH FLOOR z -NEW St61NG Q ELECT'-AS ----------------- - > FINISH CEILING —PER OWNER FINISH CEILING w 0 �: 0 w U z Z Lu WINDOW HT. NEW NEW WINDOW HT UJ J 2646 DH 2646 DH. 0 o WINDOW WINDOW 0 0 0 o p Lo EWSIDIN - 00 U) m E�ECTED�S CO CO -PER-OWNER `9 -------- FINISHFLOOR I I OOR_ L O CD GRADE Q O d' N GRADE < J I _! p Z � I I o W I I M = 0 - I U U Q o I I 4"x 4"POST ANCHORED ON -J I I --J Q I (� w I 14"0 x 36"FTG.BELOW GRADE ; NEW 8"CONC.FOUNDATION WALL i � JI = 4 x 4 POST ANCHORED ON AND 4%6"ABOVE GRADE 14"0 x 36"FTG.BELOW GRADE Wp C AND 4"-6"ABOVE GRADE Q Z _ W W 0 U) -----------------------------„---„------------------------------------------i U F I rL ------------- NEW 8_x 16"CONC.FOOTING- , I- 0 C) L------------- c� W 0 w w z w 0 J J T W 1- 11�a d Q o DWG NO , PROPOSED RIGHT SIDE ELEVATION z1 „_ , J 1 4 1-0 �_ - 15 NOTE : PROVIDE ICE BARRIERS AS PER SEC.R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. RIDGE HEIGHT CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE INSHIf MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 ------------------ FINISH CEILING WINDOW HT. NEW NEW NEW NEW 4035 PIC A31AWN. 3046 DH. 3046 DH. WINDOW WINDOW WINDOW WINDOW 0 E b o EWSID ELECTED AS V PER-OWNE FINISH FLOOR ------------------- FINISH CEILING WINDOW HT. NEW NEW NEW NEW NEW NEW 3032 DH. 3032 DH. 60 SLIDE 3046 DH. 3046 DH. 3046 DH. WINDOW o WINDOW WINDOW WINDOW C fW SID1N - FINISH FLOOR SELECTED NEWSIDING ----- - •----- - PER-OWNS ELECTED PER 0 NE GRADE GRADE I � I I I I I I O I I NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL I I I SEAL ___ ______________ I r�--------- --------------------------------------------------NEWS x 16 CONC.FOOTING L-------------------------NEW 8"x 16"CONC.FOOTING ------------------�, ----------------------------------------------------------------------------------------------------------------J PROPOSED REAR ELEVATION 6 1/4"=f-0" 12 6 00 00 - co I? I� N co co EWSIDIN N L-KTE D� r- ------------------ —PER-OWN FINISH CEILING WINDOW HT. 0 oo W Z Y Q ti 0' � rn O Lij Y C FINISH FLOOR Lug >- O< w ___ U Z 0 Z FINISH CEILING NEWSIDIN j -i < C -SELECTEDcc_ O Q O --PER_OWNER _ O ? Lr)WINDOW HT. C 0 N m o co W O C`7 (� Z Q m � O N FINISH FLO Q U 01 J w O : GRADE = 2 0 I I U U I I I - -7--4"x 4"POST ANCHORED ON I 14"0 x 36"IFTG.BELOW GRADE W w _ AND 4"-6"ABOVE GRADE I I I F- Z 0 I I I I I U)I L J I I J 0 Z !n I NEW 8"CONC.FOUNDATION WALL L_i L 4"x 4"POST ANCHORED ON W V l 14"0 x 36"FTG.BELOW GRADE U) W I AND 4"-6"ABOVE GRADE U C) j U�III iI � Zw WW L--------------------------------------- QW _NEW 8"x 16"CO-NC.FOOTING ------------- o rLn- -------------- � - ----------------------------- DWG NO PROPOSED LEFT SIDE ELEVATION 1/4=1-0 -� __ 15_ V 2-2"X 12"RIDGE NEW 2"x 6"COLLAR TIES @ 32"OC NEW 2"x 10"RR 16"oc NEW 2"x 10"RR 16"oc 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING ti5 FELT #15 FELT ASPHALT SHINGLES ATK ASPHALT SHINGLES ° U ROOF NO VENTING NEW 2"x 10"CEILING JOISTS @ 16"OC ��- / NEW 2"x 10"CEILING JOISTS @ 16"OC )L� R-38 CLOSED CELL 1/2"GYPSUM BOARD. SPRAY FOAM INSUL. NEW 2 2"x 4"TOP PLATE NEW 2-2"x 4"TOP PLATE �R-38 CLOSED CELL SPRAY FOAM INSUL. 1/2"GYPSUM BOARD. NEW 2"x 4"STUGS_.6"oC 1/2"CDX PLYWOOD SHEATHING `� NEW 2"x 4"STUDS 16"oc VAPOR BARRIER PROPOSED 1/2"CDX PLYWOOD SHEATHING R 3 RIGID INSULATION BOARD �R-15 INSULATION W/ VAPOR BARRIER SIDING AS SELECTED BY OWNER 1/2"GYPSUM BOARD. MASTER R-3 RIGID INSULATION BOARD BEDROOM CLO SIDING AS SELECTED BY OWNER 3/4 SUB FLOOR GLUED AND NAILED 10'-0"VAULTED CEILING HEIGHT 3/4"SUB FLOOR GLUED AND NAILED NEW 2"x 12"FLOOR JOISTS @ 16"OC NEW 2"x 12"FLOOR JOISTS @ 16"OC I ; NEW 2"x 10"'RR 16"oc NEW 2 2"x 4"TOP PLATE 1/2' PLYWOOD SHEATHING #15 FELT ASPHALT SHINGLES TECO'S HDR AS PER PLAN NEW 2"x 4"STUDS 16"oc 1/2"CDX PLYWOOD SHEATHING LVL HEADER WRAPPED WATERTIGHT � � �13-15 INSULATION W/ R-15 INSULATION W/ VAPOR BARRIER I NEW 2"x 8"CEILING JOISTS @ 16"OC 1/2"GYPSUM BOARD. 1/2"GYPSUM BOARD. PROPOSED PROPOSED R 3 RIGID INSULATION BOARD 4"X 4"ACQ POST W/DECO SIDING AS SELECTED BY OWNER COLUMN ENCLOSURE LIVING ROOM KITCHEN 9'-0"CEILING HEIGHT 9'-0"CEILING HEIGHT 3/4"SUB FLOOR GLUED AND NAILED n NEW 2"x 12"FLOOR JOISTS @ 16"OC X 10 P.T.LEDGER BCARD LAG BOLTED TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. SILL SEALER AS PER TABLE 507.2 TERMITE SHIELD ANCHOR BOLTS 1/2"DIA x 8"LONG @ 8'oc MAX NEW 2"x 8"FLOOR JOISTS @ 16"OC - � . " '�""' i"'" "m °' 2"x 6"CCA SILL NEW 2-2"x 12"GIRDER R-30 INSULATION R-30 INSULATION GRADE GIRDER AS PER PLAN 4"x 4"POST ANCHORED ON PROPOSED PROPOSED 14"0 x 36"FFG.BELOW GRADE UN-FINISHED N - AND 4"6"AI30VEGRADE -FINISHED U UN-FINISHED NEW 8"CONC.FOUNDATION WALL CELLAR CELLAR NEW 8"CONC.FOUNDATION WALL Z O NEW 4"CONC SLAB NEW 4"CONC SLAB j w NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING SEAL SECTION VIE�J��' _ . Table P3201.7 i SIZE OF TRAPS FOR PLUMBING FIXTURES W f PLUMBING FIXTURE TRAP SIZE CO M (MIN. IN. ) CV CG �t Cc N CC j BATHTUB (with or without j shower head and/or 1 1/2 whirlpool attachments M ROOF fi 4"O VENT THROUGH ROOF ;C j Bidet 1 1/4 I 4'STACKI Clothes with standpipe 2 Dishwasher(on separate trap) 1 1/2 I - 2.. I 2 ---------�-I ---- -------, Floor drain 2 1 1/2" i j 1 1/2" 1 1/2" 1 1/2' I 1 1 1/2" 1 1/2" 1 1/2" j 1 1/2"j j Kitchen sink(one or two I I i i i i j traps, with or without W LAv w.c. I LAv LAV WC. I I M dishwasher and food waste 1 1/2 C% I WASHER WI I BATHTUB BATHTUB I j J O disposer) DRAIN PAN I W!SHOWER I SHOWER jLaundry 2" I I 2" 2" I I / Laun ry to 1 1/2 W T 0 5 i I j one or more compartments) W >- L� U 2„ 2., C.O. 1 2,. 2„ 2,. Lavatory/ y 1 1/4 - 4.� I ° j j Shower (based on e o a 2ND FLOOR � a 4--- � -r-'"'" flow rate through R O 0 0 showetheads and bodysprays) U U, Flow rate: / C) LO gp 1 1/2 o O l c`'�I �i 2" 2" 1" 2" 5.7 m and less r------T-------------1 � r--- ---------1 more than 5.7gpm up to 12.3gPm 2 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" i i j more than 12.3gpm up to 25. 8gpm 3 r CJ j _ I I _�— --1_- 1 more than 25.8gpm up to 55. 6gpm 4 LAV 1 L 4V VV C I 1 � _ 1 I PLUMBING BATHTUB I 1 2"O VENT w sHo'wER 1 r------�------I % 1. ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. L1J pl j 1 ?" I 2 I 1 1 i 1 v2° 1 2. ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. Cl z m1 d- NEWKITCHEN % 3. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, Q: U of N 2., 2„ I 2" I 9—' i rsHv.rsHER iF.A.I. ALL SOLDER SHALL BE LEAD FREE. a J _ 1ST FLOOR I I 2" 4. ALL SUPPLY 11z' 5. ALL FIXTURES IPING SHALLSBELL BE INSULATED WITH AS SELECTED Y OWNER.2" INSULATION. Q Z J _ OI 1 o 6. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., � 2" TO APPROVED SANITARY STATE BUILDING AND ENERGY CODE. U U Qaf C.O. SEPTIC SYSTEM. Q w II 4" O C.I. % Lu Cif = U 4"C.I.House Trap In Sec. P3103.1 - Roof Extensions C 0 Pit W/Stl Cover U O -- _ Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated u� W WATER SUPPLY& DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE. snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (!) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than Q U C 0 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN MATERIALS FOR DRAIN,WASTE&VENT SHALL 7'-0" above the roof. U Q_ w G Ln FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN,WASTE& w 0 F- (� F S N TABLE P3111.3 SIZE OF CON19INATION WASTE& Sec. P3103.2 — Frost Closure = Lu f 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. O Q f uI 1 U LLJ Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or C) , COMPLY WITH R.C.o.N.Y S.TABLE P2904.5 WATER wall shall be no less than 3 inches in diameter. An lcrease in the size of the vent shall be made not IL �� Q ~ a" DISTRIBUTION,FOR MATT=RIALS&TABLE P2.04.6 less than 1 foot inside the thermal envelope f the building. -- - -- PIFE FITTINGS,FOR MAT-RIALS. enve Pe o g° DV\'_G NO IRISER DIACR�,M ` - `� \ I ICE S[!IELD: ALCOA RIDGE VENT. INSTALL 2 LAYERS OF UNDERL.AYMENTS CEMENTED AS PER MANUFACTURES SPEC'S. TOGETHER OR SELF- ADHERING P0L YP,'ER S' MODIFIED BITUAEN SHEET. ,-%' i ROOF SHINGLES —1" AIR SPACE # 15 FELT PAPE ROOF SHINGLE. 1 1/4" x 20 GAUGE GALV. / I _STRAP (TYP.) WITH (6) 8d 1" x 2" BLOCKING.— 1/2" CDX PLYWOOD PLYWOOD SHEATHING. COMMON NAILS IN EACH # 15 FELT PAPER END OF STRAP. •• I 1 1/4" x 20 GAUGE GALV. STRAP (TYP.) WITH (6) 8d COMMON NAILS IN EACH J I END OF STRAP. 24" MIN. i s SIMPSON ( f; H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT --�) ACCORDANCE W/ MANUFACTURER SPECIFICATIONS RIDGE BEAM. CATHEDRAL CLG. �1 PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE: HURRICANE CLIPS TO BE END. END. ACCORDANCE W/ MANUFACTURER SPECIFICATIONS 1 1/4" x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRIC ADDED TO ROOF RAFTER WHEN I STRAP (TYP.) WITH (4) 8d ACCORDANCE W/ MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION ^� -- ALL FASTENERS SHALL BE INSTALLED WITH STRI VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/ MANUFACTURER SPECIFICATIONS END OF STRAP. LSSU "SKEWABLE" CONNECTOR %'% DETAIL B BY SIMPSON OR APPROVED EQUAL. /� D E TA I L " C" 0 D E TA I L " D" - - DETAIL A _ 0 I1;E SHIELD & UPLIFI CONHECTiON N.T.S. VALLEY FLASN ING N.T.S. RIDGE STRAP & VENT N.T.S. HURRICANE CLIP N.T.S. F. 905.1.2 R. 802.3 R. 802.3.1 F. 802.3.1 R. 802.3.1 R. 802.5.1 (9) L!4 MAX. L 518"TYPE"X" GYPSUM BOARD 2'-0" MAX CAN'T 5/8"TYPE "X" GYPSUM BOARD 1'-4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED Y TO UNDERSIDE OF FLOOR JOISTS & INSULATION SHALL FILL FLOOR CAVITY BACK DOWN WALL STUD SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. R-15 MINERAL FIBER INSULATION PARTITION. h BETWEEN HEATED & NON-HEATED THOUGH BOLTS 1'-4" - � I' SPACES. HEADER 11 1/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY MANUFACTURER @ END OF JOISTS. 1 1/4" x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 1/4" x 20 GAUGE CAL . '� STRAP (TYP.) 1,1TH (6) 8d VINYL SOFFIT ACCORDANCE W/ MANUFACTURER SPECIFICATIONS STRAP (TYP.) WITH (8) 8d COMMON NAILS IN EACH AS PER PLAN COMMON NAILS IN EACIT END OF STRAP. UP AND END OF STRAP. ; OVER FL JOISTS & DOWN WALL STUD _ AS PER PLAN >> >+ >> » >> » >> >> z DETAIL E_ _ % DETAIL F al � DETAIL H_ � � % DETAIL G ° CANTILEVER UP-LIFT CONIIECTION DETAIL _ N.T.S. CANTILEVER FRAMING DETAIL 1/2" = l'-O" FIRE SEPARATION ® GARAGE WALL N.T.S. A 1/2" = V-0" w cEE TJI DETAILS ON SHEET J,'17 SEE TA DETAILS ON SHEET #17 1 HOUR RATED UL Design No. U333 SISAL II SHEATHING NOTE —V SIDING ALL STAIRS, HANDRAILS& FLASHING — RAILINGS SHALL COMPLY CONTINUOS VENT w W/RCNYS SEC. R-311 &R-312 U Z 1 1/4" AIR SPACE z w HARDWOOD OR STEEL HANDRAIL BACK-FLASHING U W/1 1/2"MIN.FINGER CLR.AND NOT 1/2" b',IN. BLANKET INSULATION oo p TO PROJECT MORE THAN 4.5" 3/4" AIR SPACE � �`Y°`°�,e Zo 0 FROM THE WALL. o -- -- ' ROOF RAFTER W_ w — — - 3/4" 0 LAG BOLTS TOP- 00 BOTTOM @ 24 O.C. MAINTAIN 2" EDGE @ END DISTANCES. cc 9 _ � WOOD STRINGER, I? ti M TREADS,&RISERS N cc _< -' C, N c_ PRE-MOLDED EXPANSION JOINT. 1 1/4"NOSING D E Ir AIL " U?' **MINIMUM WIDTH OF STAIRS TO BE 3'-0" j— i R)OF VENTILATION N.T.S. » » DETAIL K STAIR AND RAILING DETAIL N.T.S. uJ x r- Lr J r__ } I Lu r uJ 12 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER � z ° m_1 ROOF CONNECTION CONNECTION DETAIL W _j J LL --^1 TECO'S p z 0 � i -- -- -- - 2"x6"R.R.@ 16"O.C. — 2"x 10"FLOOR JOISTS U p ? C 2"x6"R.R.@ 16"O.C. HEADER AS PER , > 3-10d COMMON PLAN O < o cv L 00 U) �— Cfl 1;2'LAG.BOLT SI SON @ 24"O.C. \J I I ST PPING @ 16" 2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMON SIMPSON 12T -y EA. IDE - 2-2N10"HEADER 6"x 6"P.T.SOLID WOOD POST 1r'2'LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY j O� COV. @ 24"O.C. SIMPSON STRONG TIE m PORCH TECO'S Q_ C) ° N �, _j - U ABU46 POST BASE 5/8" C) z Q_ ANCHOR BOLT LIJ Q 2"x6"DECKING DECORATIVE MOLDING 2"x6"DECKING POST ANCHORED IN I --SIMPSON C) U SEE DECK LAT;-RAL ATTACHMENT STRAPPING 0 16" �. <, � - FTG.BELOW GRADE w I I DETAIL ON SHEET#12 � 2"x 6"FLOOR JTS @ 16"O.C. -- - %"0 LAG - AND 4'-6"ABOVE GRADE SIMPSON t ' 6-8d COMMON BOLTS @ 16" " C � z �i d\ II 6-8d COMMION 0 0 HGR. 0 16 [) Z — -- I �• 112'LAG.BOLT 24"O.C. 10d COMMON a° AB POST BASE BY SIMPSON uJ � i a I FILLER STRIP B LLJ @ .C. d 0) Q TECO'S a d F- >> >> 11011 w CO o = r ur CV GRADE 518'ANCHOR BOLT , ,% DETAIL f� 0 DETAIL FLJ TO DWELLING @ 4'O.C.(TWO STORY HOUSE) PORCH COLS TO HDR. PORCH DETAIL �� J u� ~' PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. POST CONNECTION DETAIL NTS n- v < ~ �' CONNECTOR POST W/CONC. CONNECTION DVI-G N'O Z D_E -AIL " M " ----- I PORCH CONNECTION DETAILS N.T.S. IWW.aiCC THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. -CONTINUOUS BEAD FOAM SEAL BOTH SIDES ALONG ,� ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. h{� OF SEALANT MANTAIN EQUAL VENT SPACE VENTED AIRSPACE CHAPTcR 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION �' CONTINUOUS BEAD ' �j' ' OF SEALANT SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ` ATTIC INSULATION = _ C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH - - CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. .' CEILING GYPSUM BOARD ! EXPANDING FOAM AT SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER CONSTi:UCT10N MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - INSLLATION VERTICALLY To '- --- ---- - CONTINUOUS BEAD TO BE USED. SGHC_ U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. CONVECT INSULATING SHEATING ;✓'J OF SEALANT SEC. R403.1: HVAC CONTROLS - COMPLIES TO RIGID INSULATION BAFFLE CONTINUOUS BEAD SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAL SEAL BOTH JOINTS ' I OF SEALANT SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A I CONTINUOUS MINIMAL SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW UNIT AS SEC.C502.2.2: SKY LIGHT"AREAr NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING " CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO ° CONTINUOUS MINIMAL SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM EXPANDING FOAM AT SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. 1 v2"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS WINDOW UNITAS OF SEALANT EXTERIOR INSULATED WALL CONTINUOUS BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OF ADHESIVE SEC.C503: ALTERATIONS APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY �� » OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. DETAIL A CONTINUOUS BEAD � SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. OF ADHESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT CONTINUOUS BEAD SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY ° OF SEALANT SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. - - - _ CONTINUOUS SILL SEALER FULL WIDTH OF MUDSILL TABLE R�' 02.4.1 . 1 AIR EARRI'�R AND INSULATION INSTALLATION /�//�� AR"ARRIORWALLAS j Xz10_ _ ' \ \ CONCRETE SLAB AS COMPONENT AIR B,4RRIER CRITERIA CONTINUOUS BEADj // °OF SEALANT \ \° AIR BARRIER INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE �,�� ATTIC INSULATION j\ A cert;nuo r air basses shall ke!stalled in Xr-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or ,' /�� •� :�� .� .� /. //.�//. //.�/ the building envelope. a seal ng material. narrow cavities shall be filled by insulation The exteriorttermc!envelope contains a Narrow cavities that on installation readilyconforms to the INSTALL I"RIGID ROUGH CUT Genes requirements continuous air barrier. AROUND VENTILATION CHUTE �' r available cavity space. , I Breaks or joints in the air barrier shall be -AIR SEAL PERIMETER WITH sealed. EXPANDNG FOAM SEALANT Air sealing shall be provided between the Garage separation garage and conditioned spaces. A I R SEALING DETAIL ��B" The eir barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit A shall be all mod vdith'.he insulation and any shall be aligned with the air barrier, v' gaps in the a r barrier shad be sealed. 1*1 Recessed light fixtures instal!ed in the building Recessed light fixtures installed in the building CONTINUOUS BEAD OF SEALANT Ceiling'attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC N.T.S. Access openings,drop down stairs or knee drywall. rated. 1 112"RIGID INSULATION wall doors to unconditoned attic spaces sha!!be sealed. ry Batt insulation shall be cut neatly to fit ;Y, EXTERIOR INSULATED WALL The junction of the foundation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls, Plumbing and wiring or insulation that on installation readily shall be sealed. walls shall be insulated by completely filling y EXTERIOR INSULATED WALL � The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend \^falls exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Fnee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING walls shall be installed in substantial contact Showerltub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL C "R VALUElTHICKNESS PER CLIMATE and continuous a"gnment wi'.h the air barrier. them from the showers and tubs. ' (TAPE ALL JOINTS) The space betweenwindow/cloor jambs and 1" RIGID INSULATION AS ATTIC EAVE N.T.S The air barrier shall be installed behind Window s.skylig!,,ts and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER / Z sealed. air-sealed boxes shall be installed. O E7 �+ HVAC register boots that penetrate building W � Rim joins sha'I incl.+de the air barrier. Rim joists shall be insulated. k' � Rim joi.s thermal envelope HVAC register boots shall be sealed to the subfoor or drywall. 2X LEDGER ON TOP OF RIGID INSULATION _ The air barrier shall be installed at any Floor framing cavity insulation shall be � SEAL exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire �- the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner FI'.ors(i cl ding above garage and framirg cavity inetdn.ticn shall be permuted the`is recommended by the manufacturer. ATTIC INSULATION cantife;-red floc,s) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of locr framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF -- ATTIC ACCESS TO Exposed ecrth in an unvented crawl space t�'here provided instead of floor insulation, l +1"OF INSULATION LEVEL r________ j Duct shafts,utility penetrations,and flue Crawl space wa'!s shall be co;Bred with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned with overlapping joints taped. the crawlspace walls. p p g 1"RIGID INSULATION space shall be sealed. i i ACCESS PANEL TABLE R402.1.2 DRAW ACCESS PANEL SNUG a WITH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT TRIM ASREQUIRDED FINISHED CEILING � .- GLAZED WOODFRA."^E BASEMENT SLAB CRAWLSPACEc `- c' CLIMATE FEJESTRATION SKYLIGHT b FEPJESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL ch r' ZON'= U-FACTORb U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE �� �� '4 cc s, DETAIL " D» Z�, s. DETAIL E N h r- .- 4 0.32 C.55 0.40 49 20OR 13+5 8/13 19 10/13 10.2FT 10/13 AIR SEALING AT ATTIC HATCH// FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S h RIGID INSULATION SHEATING 5 0.30 C'.55 NR 49 20 OR 13+5 13117 30g 15/19 10.2 FT 15/19 6 OPTIC N 1 0.30 C.55 PJR 49 OR h 15/20 30 15/19 10.4 FT 15/19 13+10 I I � 6, OPTICL2O,28 C.55 NR 60 23 CAVITY 19121 3Jg 15,+19 10.4 FT 15119 NR Not Required. Z CL For SI: 1 foot = 304.8 mm. O Q ti J p� PREFAB -a-- ATTIC INSULATION Y i- " FIREPLACE UNIT W SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED liJ A. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE PdAXIP1U1iS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE tY } O LABEL Of DESIO d TH{CKNCSS OF THE LNSULATION, THE INSTALLED R-VALUE OF THE INSULAT,OPJ SHALL BE NOT LESS THAN THE R-VALUE U G t r RIGID IN "R-VALUE/DEPTH PER CLIMATE" ?- p -J L'-'S ECIFIED IN THE TABLE. P` B. T: E FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. LU 0 Q C. 0/13" MEANS R-10 CONTINUOUS INSULATION ON TI IE INTERIOR OR EXTERIOR OF THE HO"'E OR R-13 CAVITY INSULATION ON THE INTERIOR OF INSULATED EXTERIOR O = 0 " STUD WALL P- cry T iE BASEMENT WALL. "15/19 MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY ;- � C) INSULATION AT 711E INTER OR OF THE BASEMENT WALL. ALTERNATIVELY, COMPLIANCE WITH "15/19" SHALL BE R-13 CAVITY INSULATION ON '' INSTALL INTERIOR o O N 4 THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. J f ? t SHEATING PRIOR TO °D U) D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION INTALLATION OF PREFAB R-VALUE FOR SLABS. AS INDICATED IN THE TABLE. THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND " FIREPLACE UNIT MECHANICAL LATCH TO B-LOW 111E SLAB. ATTIC FLOOR FRAMING PRESSURE SEAL AT E. R SERVED. -- WEATHERSTRIPPING F. R-SERVED. G. ALTERNATIVELY, INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. AIR SEALED WALL L!� O M H. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13+5" MEANS R-13 0 U � r C4VITY INSULATION PLUS R-5 CONTINUOUS INSULATOPJ. d. I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTiO4 R402.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION N.T.S. <- o N ATOMPRESSIBLE PERIMETER OF ENC OSUREPPING C` IS 0 J THE INTERIOR OF TTE MASS WALL. MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT < _J - TABLE R402.1.4 a ATTIC INSULATION EQU IVAI_EN ,� U-F/,,CTORS DOWN STAIR RED PULL U d ATTIC TRUSS J ._.....-_.__._.,-..�..�v. � .�..._ _...�.._... ..._�, �...._.._ _._....,_.�.._ �WOOD FRAME FLOOR ASSEMBLY 0 � 0 , BASEMENT CRAWLSPACE U CLIht:,TE F`P;ESTRATION SKYLIGHT CEILING FRAME WALL f.'ASS WALL FLOOR < i WA U W Z0:;E J-FACTOR U-FACTOR U-FACTOR U-FACfOR U-FACTOR U-FACTOR WALL WALL r b U-FACTOR U-FACTOR u� �' Q d 4 0.32 0.55 0.026 0.000 1C98 0.047 0.059 0.CE5 _ _ ..4 5 0.30 0.55 0.026 O.OEO 0.082 0.033 0.050 0.055 _ _ _ _ _ n e DETAIL "H " C' z �a 6 _ 0.37 0.55 0.026 0.045 0.060 0.033 0.050 0 C55 _ _ V., U� AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S Cj U C] A. NCNFENESTRATION U-FACTORS SHALL BE OBTAINED FROM M':ASUREfIENT, CALCULATION OR AN APPROVED EXPNADINGSEALANTATPEIMETER a. U G_ U w �' t0 SC,JRCE. DRYWALL CEILING W C I L� C7 !- �, N B. MPSS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5. WHERE MORE THAN HALF TIE INSULATION RECESSED LIGHTING FIXTURE O L}' W � U L 11 �i Oj IS ON TH`- INTERIOR, THE HASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT [ v c: Q1 r Alt RINE, 0.065 IN CUMATE ZONE 5 AND MARINE 4, AND 0.057 IN CLIMATE ZONE 6. CONTINUOUS BEAD OF SEALANT C C. IN WARM--NUMID LOCATIONS AS DEFINED BY FIGURE R301.1 ANE TABLE R301.1, THE BASEMENT MALL - -- --- --- U-FACTOR SHALL NOT EXCEED 0.360. DWG NO - "° DETAIL "F" DETAIL „ G» ,) AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S ��'',•'.:� � � MANUFACTURED FIREPLACE ASSEMBLY + �_- 7-7-7- Q ; Q fl----- ,'l � _j Am LIJ �9, / / < ---_-A /vit uip FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING END CONDITION#2 END CONDITION 45 END CONDITION#5 END CONDITION 45 END CONDITION#2 C4 co CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED ca I. 2'_0" 3'-0" 5'-0" 3'-0" 4'-0" 6'-0" 3 i m j BRACED WALL LINE BRACED WALL LINE 2'-0"CR 117DWAL SEE 3'-0" 3RACED WALLIEE 3'-0"BIACED WALL SIE 4'-0"B 3ACED WALL SEE 4'-0"BRACED WALL SEE I / / // DETAILS S EET 410,11,12&13 DETAILS SHEET#10,11,12&13 DETAILS SHEET#10,11,12&13 DETAILS SHEET#10,11,12&13 DETAILS SHEET#10,li, &13 / /� / / BVVL A r-------- r---- 04 ——— —————————— BRACED LL/T // ca Lu 04 cn,-q cli // EIEIEI' 2 / / AM/ c3 LLJ- EILI CD 1 / j U a.� ' JO 1 I 1 _ - -. - I 11 I W.i'1 � _ _ // - ._ -- - -- _. -_. / - - - - /—Zz t= R �WVA RETURN HOLD-DOWN L 1= ED NEW DEVICE <u� Lu 1 2:0 PANE BRACED WALL PANEL AT BRACED WALL PANEL AT m`_' Q�a i i c C-3,w <=: i 0 END OF BRACED WALL LINE END OF BRACED WALL LINE Lu 'Lu END CONDITION END CONDITION 2 C? °0wp L CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED BRACED WALL LINE BRACED WALL LINE r i 1-7-7 7 —7 ca I CN LLJ_f Lo CN (1)-4 uj Y M : 11 1 U,-i 44- 0�i I / //� / / D 0 H / / / // L E j/ / o Cf)— I ti 13-ft C? 25 0 AN / j/ C..) '//J3 A El i 0 CD L z 2f Li C) 00 LLJ Ui uj P' N�EV T 1 77777 / wo? RETURN Cc D PANEL------------------------------ 48"MINIMUM BRACED WALL PANEL FIRST BRACED 00 uj ] \—F 10 MAX WALL PANEL z Z ➢ *SEE REQUIREMENTS i i I i I cli u" N END CONDITION 3 END CONDITION 4 ILL REQUIREMENTS 0 at Z, CONTINUOUSLY SHEATHED 1 1 � zo co C, A uLu BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH cn M i � I I n o WOOD STRUCTURAL PANELS 32"FOR BRACED WALL z Ltn Z-1 LINES SHEATHED WITH STRUCTURAL FIBERBOARD CN w > (.0,U, w l\< M/NW// DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH r LINES SHEATHED WITH STRUCTURAL FIBERBOARD C/ RACED\IVAL Uj // / c 0 HOLD-DOWN:800 Ilbs CAPACITY FASTENED TO THE EDGE OF THE u BWL B CD.:;�E r--------- I BWL B DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND L L r / / TO THE FOUNDATION OR FLOOR FRAMING BELOW 2'-0"B. ACED W LL SEE F-O"BRACED WALL SEE '-O"BRACED WALL EE 4'-C"BRACED WALLS DETAIL HEET# 11,12&13 DETAILS SHEET#10,11,12&13 DETAILS SHEET#10,1 12&13 DETA ILS SHEET#10,11 2&13 I HOLD-DOWN DEVICE FIRST BRACED WALL PANEL 2' 8.-0" 101-01, 4'-0" 12'-0" 4'-0" -0' 8'-0" END CONDITION 5 __j FOR 51:1 INCH=25.4MM,1 FOOT=304.8 MM,I POUND=4.48 N ,'t co END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#2 00 (N CC) Z/ I- cr- 04 CC C0 cY CO < FIGURE R602.10.2.2 LLJ LOCATION OF BRACED WALL PANELS e- FOR SI:I FOOT=304.8 MM LuCL ca er CL L; < / / / r / Lu < CC c 10,MAX20'MAX 10' MAX U) LLJ LLJ �. o< ILLI U Z cl, z -i LL BWL3 < -i ff BWL2 BWL1 0- LIJ -J _j L- c) < c C) ANE C.) Lo a0 < ui W CC 0 CD cli ILL 0 x 2 b co< 0 Z < j z 0 N o < 0 w _j x Z a < 2 ui 0 0 CD FIRST FLOOR BRACING PLAN C) < �/4p'=1'-0" A c-9 w, BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) Ct- CID cf) 20' l 20'MAX R 0 U FLOC NOTE:CONTINUOUS SHEATHING Lij METHODS REQUIRE ALL FRAMED cl) 0 Lli PORTIONS OF THE BRACED C) X 2 0 WALL LINE TO BE SHEATHED. L i-H 13 b 0- 111 BRACED WALL LENG' ell, W 0 1- W 0 z ADJUSTMENT FACrO R- 1.00 LJ El ";n, 0� _J E�� In < cf) ADJUSTED BF?ACED MALL LENGTH 18 < DWG NO W.IN11MIJIMi BRACED WALL LEf.,!GTH 2411 AS PER TABLE R602.10.5 XIJ Im rT N-1,17 J u rL , m END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#2 1 2'-0" 12'-0" foe 2'-0" 12'-0" 2'-0" 14'-0" 0 4'-0" to 2'-O"- RACED- ALL-SEE- - - - 2'-0"-B ACED W LL_SEE - �' "BRACED WALL S 2T ACED V LL-SEE -- - -- - -- ,- - - DETAILS SHEET#10 11 12&13 DETAIL SHEET#10,11 12 13 1 BWI A DETt�I w SHEET#,1011,12&13 -- -- AILS SHEET#10,11 12&13 BW A r Is r- -'s r- -� r - M x -J / ~ �•i 1 ! 1 ' 1 I / I I I 11 j N.�'1 0 o A LL Eo /tsf ACE ALL o �,,I r r O _ _ PAPJEL/ // z �t I l r I I I I I I I I 1 1 1 -�o rt Z A L/ / o�l' ' ' ' 1 i t I �- CD c� i f i I I 1 I I I f 1 i io Z 1. I J 1 1 I 1 I I I 1 1 J �'� w - m�l -------------� QJ 1 I I I 1 I m �~ I I I f I 1 I I I vW I I e 1 e Dry Wash � � I a ' I li e i 1 I I I N I I I CD 0 I, ILI- rj Sri 7 o , -------- /8RACFD-WALL / / ��L / Z CV ww tl I \\ 1 1 I I z I \� as Lo / \ Igo z / zo I ACE AL o ANEL w ma�„ w Ji 1 / \ 1 1m� z 1 1 // \\ / \ w - -- -- 16 .0 o SEF,L _j777_�7/ / ( \ o ACED WADI: o o ER L/ / w _ _ o 1 l_�e - r- ..� ...r __---_ -�-_-�- -—-—-—- p _ _ _ 1 i {j — -----— --------- �\ �— �i.----� �— 7 I-------------- ------------- OWL \ --��--, —�, - -------- .-- ------ -----------_ BWLC - - - - - -- - - i 2'-0"BACEDWALSEE i �- -- - - - - - =- =-= - 2'-0" RACED ALL SEE PROVIDE PFH METHOD PORTAL FRAME'( DETAILS SHEET#1 ,11,12&13 ' PROVIDE PFH METHOD PORTAL FRAME 1 DETAI S SHEET 10,11,12&13 I SEE PORTAL DETAIL I SEE PORTAL DETAIL I - - - LOCATED ON SHEET#9 {) i LOCATED ON SHEET#9 FIGURE R602.10.6.2 III'-s° -I 8'-6" {, 8'-4" 2'-0" 11'-5" 11'-6" 2'-7" 2'-D" METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS � `� i aI 1 1 0� r- r <i ti N C` IT EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES 0 BRACED WALL PANELS ccv c PROVIDE PFH METHOD PORTAL FRAME PROVIDE PFH METHOD PORTAL FRAME SEE PORTAL DETAIL SEE PORTAL DETAIL LOCATED ON SHEET 99 END CONDITION#5 LOCATED ON SHEET#9 END CONDITION#2 T--- -r-� —/ - --- --- -- -�- --- -- - --- -- - --��- -- - EXTENT OF HEADER WITH SINGLE PORTAL FRAME WA / /BPACEU 1'�ALL/ / ACED (ONE BRACED WALL PANEL) BAN L �111- 11 -- ------ L - 2'-18'FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL _- Q Q TENSION STRAP PER uj PONY WALL '1 I I TABLE 602.10.6.4 (ON OPPOSITE SIDE FASTEN KING STUD Q rn C 1 1 I OF SHEATHING) TO HEADER > J _ HEI HT 1 I I0 ITH 616D SINKERS L(J 7 / -o--s-o 1 I (Y } O LL / / I o-o-o -o �/ MIN.3"x 111"NET HEADER STEEL HEADER PROHIBITED r//////// 7 U Lo 0 0 0 i IF 1n SPACER4IS USED,PLACE ON BACK SIDE OFHEADER / I L�t1�0a 0 0 0 s0 / 2 /_ l OC CL Q C ------o------ I o 0 cr I°I I FASTEN SHEATHING TO HEADER WITH 8D r o1 U la I COMMON OR GALVANIZED BOX NAILS IN 3"GRID I IF NEEDED,PANEL of I o © Ln Id I PATTERN AS SHOWN 1 SPLICE EDGES SHALL of I FASTEN TOP PLATE co � LLJ Iol I OCCUR OVER AND BE I I �_TO HEADER WITH 0.J I I III I I I TWO ROWS OF I°I I°I°I HEADER TO JACK-STUD STRAP PER TABLE I NAILED TO COMMON I I lol Io1ol R602.10.6.4 ON BOTH SIDES OF OPENING I I BLOCKING WITHIN THE -01 I 16D SINKER NAILS = Id loll I I 101 I AT 3"O.C.TYP. a � Id l0101 OPPOSITE SIDE OF SHEATHING I I MIDDLE 24 OF THE Dlol I o W I I III I I PORTAL LEG-HEIGHT. A I I _ ~ = 101 Iolcl I I ONE ROW OF 3"O.C. Io 1 �) I I°I III I I ,I I I Iq Iola MIN.DOUBLE 2"x 4" FRAMING COVERED WITH MIN. I I NAILING IS REQUIRED lol _75__ I LJ z �- �� o Id I0101 oil 3/8"THICK WOOD STRUCTURAL PANEL SHEATHING WITH I I IN EACH PANEL EDGE. o _ ___ 0' I I III BID COMMON OR GALVANIZED BOX NAILS AT 3"O.C.IN I I MIN.DOUBLE 2 X 4 POST lol U �I N I 1 III ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP. I 1 (KING AND JACK STUD) �Io 1 MIN.3/8"WOOD G' NUMBER OF JACK STUDS STRUCTURAL Cr) J " 7(1)&(2) TYPICAL PORTAL PANEL SHEATHING MIN.LENGTH OF PANEL PER TABLE R602.10.5 PER TABLE R602. '.:�` FRAME CONSTRUCTION uj 0 � SECOND FLOOR BRACED WALL PLAN .4 MIN.(2)j"DIAMETER ANCHOR BOLTS INSTALLED cv U 1/4 - 0 'wI BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) PER SECTION "PLATE WASHER � �I .; Q < co MIN.REINFORCING OF FOUNDATION,ONE#4 BAR TOP #„ /'� SEE DETAIL HD-1 SHEET#10 Gl Z 2 N D FLOOR 0 T �C AND BOTTOM OF FOOTING.LAP BARS 15"MIN. MIN.1000 LB.HOLD-DOWN S C ) W O W o < DEVICE(IMBEDDED INTO o BRACED WALL LENGTH - 6.0 J v - - D - CONCRETE AND NAILED '� - i- l- C) //,, ,} (� o o� o c � o v o 0 o c� c 1 � v v o � a.. w � � I�:DJ UST�~ll ENT FACTOR .t..00 -o o - - - - - - - - - - -o_ -"_ - - - INTO FRAMING). -o- -o- -o � wi �) z H Z N Y o LIJ MIN.FOOTING SIZE UNDER OPENING IS 12"X 12".A TURNED- -' __.1 o ADJUSTED Br',ACED WALL LENGTH r 6.0 DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. � n � � Q DWG NO MINIMUM BRACED WALL LENGTH 'w 2411 h11N.(1)a'DIAMETER ANCHOR BOLTINSTALLEDPER - SECTION 403.1.6-WITH 2"x 2"x�"PLATE WASHER , AS PER TABLE_ RCO2.j_0.S 16 FRONT ELEVATION SECTION -� 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS - SPACING AND LOCATION ITEM BRACING REQUIREMENTS BASED ON WIND SPEED -- ------- OF FASTENER a,b,c -- -- -- BUILDING ELEMENTS OF FASTENER a,b,c LOCATION EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS ROOF FLOOR 30- FOOT MEAN ROOF HIEGHT 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(2 1/2"x 0.113); or 2 BRACED WALL LINES 4-8d box(2 1/2"x 0.113")or 3-8d common(21/2"x 0.131") •or 1 Blocking between ceiling joists or rafters to top 3-8d common 21/2"x 0.131" :or Toe nail 21 Joist to sill,top plate or girder Toe nail METHODS ( ) 3-10d box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE METHODS plate 3-10d box(3"x 0.128"):or WIND SPEED SPACING b DWB, WSP ,SFB, 33"x0.131"nails STORY LOCATION METHOD LIB METHOD GB PBS, PCP, HPS, CS-WSP,CS-G, 3-3"x 0.131"nails 2 Ceiling joists to top plate 4-8d box(2 1/2"x 0.113")or per joist,Toe nail 8d box(2 1/2"x 0.113") 4"o.c.toe nail (MPH) (FEET) 'c 3-8d common(2 1/2"x 0.131"):or BV-WSP ABW PFH, CS-PF PFG CS-SFB 3-10d box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.131");or 10 4.0 4.0 2.5 2.0 3-3"x 0.131"nails top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 20 7.0 7.0 4.0 3.5 Cei3"x 0.131"nails 3 oveling joist not r partitions[see Sections to parallel rafter,laps 4 10d box(3"x 0.128");or Face nail 30 10.5 10.5 6.0 5.0 ' 802.3.1,R802.3.2 3-8d box (21l2"x 0.113");or 3-16d common(3 112"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)] 4-3"x 0.131"nails 3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.0 Ceiling joist not attached to parallel rafter 2 staples,1"crown,16 ga.,1 3/4"long 60 19.5 19.5 11.5 9.5 4 Table R802.5.1(9) Face nail (heel joint)[see Sections R802.3.1 and R302.3.2 10 7.5 7.5 4.5 3.5 and Table R802.5 1(9)] 24 2"subfloor to joist or girder 3 16d box(31/2"x 0.135");or Blind and face nail <120 2-16d common(3 1/2"x 0.162") 20 14.0 14.0 8.0 7.0 4-1od box 3"x 0.128^;or 30 20.0 20.0 11.5 9.5 Collar tie to rafter,face nail or 1 1/4"x 20 ga. � ( ) 5 Face nail each rafter ridge strap to rafter 3-10d common(3"x 0.148");or 40 25.5 25.5 15.0 12.5 4-3"x 0.131"nails 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135");or At each bearing,face nail 2-16d common(3 1/2"x 0.162") 50 31.5 31.5 18.0 15.5 --- 60 37.5 37.5 21.5 18.5 3-t6d box nails (3112"x Q1135");or 2 too nails on one side and 1 toe na I 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 3-16d common (3 1/2"x 0.162") on oppos to side of each rafter or 26 Band or rim 10 N P 11.0 6.5 5.5 ?-10d box(3"x 0.128"); or joist to joist 4-10tl box(3"x 0.128");or End nail - 4-3"x 0.131"nails truss 4-3"x 0,131"nails;or 20 NP 20.5 11.5 10.0 - --- - 4-3"x 14 a staples,7/16"crown 30 NP 29.0 17.0 14.5 4-16d (3 1/2"x 0.135"j;or 9 P Toe nail 3-10d common(3 1/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5 4-10d box 3"x 0.128" ; or 20d common(4"x 0.192");or 50 NP 47.0 27.0 23.0 ( ) at to and bottom and staggered.Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nags 7 � _ 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0 roof rafter to minimum 2"ridge beam '16d box(3 1/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 2-16d common(3 1/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3-10d box(3"x 0.128"); or 2-20d common 4"x 0.192" ;or Face nail at ends and at each 3-3"x 0.131'nails ( ) 20 8.5 8.5 5.0 4.0 WALL 3-10d box(3"x 0.128");or splice 30 12.0 12.0 7.0 6.0 3-3"x 0.131"nails 4-16d box (3 1/2"x 0.135");or 40 15.5 15.5 9.0 7.5 8 Stud to stud(not at braced wall panels) 16d common (3 1i2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or At each joist or rafter,face nail 50 19.5 19.5 11.0 60 23.0 23.0 13.0 11.1. 2N D FL 100�box(3"x 0.128");or 4-10d box(3"x 0.128");or 0 3"x 0.131"nails 16"o.c.face nail 4-3"x 0.131"nails 16d box(3 1/2"x 0.135");or 12"o.c.face nail 10 8.5 8.5 5.0 4.5 wall corners(,t braced wall panels) 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail <130 20 16d common 3 1/2"x 0.162" 16"o.c.face nail 16.0 16.0 9.5 8.0 ( ) NUMBER AND TYPE 30 23.0 23.0 13.5 11.5 "' 10 Built-up header(2"to 2"header with 1/2"spacer) 16d common(3 1/2"x 0.162") 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b C SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 , 16d box(3 1/2"x 0.135") 12"o.c.each edge face nail Intermed tee 50 37.0 37.0 21.5 18.0 1 ST FL Edges su ports ' 60 44.0 44.0 25.0 21.5 5 8d box(2 112"x 0.113");or (inches) inches) 11 Continuous header to stud toe nail 10 NP 13.0 7.5 6.5 4-8d common(2 1/2"x 0.131"); or 20 N P 24.0 13.5 11.5 4-10d box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing -- - [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 12 Top plate to tep plate 16d common(3 1/2"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0 10d box(3"x 0.128");or 12"o.c.face nail i - 50 NP 55.0 31.5 26.5 8 16d common 3 a Is 6d common(2"X 0.113")nail(subfloor,wall) 3"x0.131"na 2"x0.162" ;or 30 2" . 6 12f 60 NP 65.0 37.5 31.5 I Double top plate splice for SDCs A D2 with ( ) e 2 8d common(2 1/2"X 0.131")nail(roof); s3i3m',c brace,!wall line spacing<25' 12-16d box(3 1/2 x 0.135');or face nail on each side of end join'. , I 12-10d box(3"x 0.128");or (minimum 24"lap splice length each or RSRS-01;(2 8"x 0.113")nail(roof) 10 5.5 5.5 3.0 2.5 U)13 - 12-3"x 0.131"nails side of end joint) 8d common nail(2 112"X 0.113"); 20 10.0 10.0 5.5 5.0 z0 ( Double top plate splice SDCs DO,D1,or 02; 12 16d 3112 x 0135") 31 t9° s I and braced wafl line spacing>25' 32 1" or RSRS 01;(2 g"x 0.113")nail(roof) f 30 14.0 14.0 8.0 7.0 c2 6 12 40 18.0 18.0 10.5 9.0 w 14 Blocking between ceiling joists or rafters 16d common (317'x 0.162") 16"o.c.face nail 50 22.5 22.5 13.0 11.0 cr_ I to top plate ------------ ----- 60 26.5 26.5 15.0 13.0 -- -- -- --_- - ---- 16d box(3 112"x 0 13 ");or I 12"o.c.face nail e 4 S�F L I 3"x 0.131"nails _ 32 1�"-1�" 10d common(3"X 0.148")nail 15 Bottom pl-te to joist,rim joist,band joist or 3-16d box(3 1/2"x 0.135") ;cr 3 each 16"o.c.face nail or 8d(2 2"x 0.131")deformed nail 6 12 10 18.5 18.5 1 0 9.0 --.5140 20 18.5 18.5 11.0 9.0 2-16d common 3 112"x 0.162" ;or 2 each 16"o.c.face nail30 27.0 27.0 15.5 13.0 blocking(at brace wall panel} ( ) 4-3"x 0.131"nails 4 each 16"o.c.face nail 4-8d box(2 112"x 0.113");or Other wall sheathing 9 40 35.0 35.0 20.0 17.0 3-16d box(31/2"x 0.135");or 50 43.0 43.0 24.5 21.0 4-8d common(21/2"x 0.131");or Toe nail 60 51.0 51.0 29.0 25.0 4-10d box(3"x 0.128");or 33 2"structural cellulosic 12"galvanized roofing nail, 16 Top or bottom plate to stud 4-3"x 0.131"nails fiberboard sheathing 3 6 t6"head diameter,or 1;"long 16ga.staple 10 N P 15.0 8.5 7.5 3-16d box(3 1/2"x 0.135");or 20 NP 27.5 16.0 13.5 2-16d common(3112"x 0.162");or End nail with i,'or 1"crown 3-10d box(3"x 0.128");or �"structural cellulosic s 3-3"x 0.131"nails 34 az 14"galvanized roofing nail, 30 NP 39.5 23.0 19.5 fiberboard sheathing 3 6 40 NP 51.5 29.5 25.0 7" , ���'` 50 NP 63.5 36.5 31.0 -- 3-10d box(3"x 0.123");or is head diameter,or 1 2"long 16ga.staple 17 Top plates,laps at corner s and 2-116d common(3 1/2"x 0.162");or Face nail with 16"or 1"crown 60 NP 75.5 43.0 36.5 intersections 3-3"x 0.131"nails 35 2"gypsum sheathing d 11"galvanized roofing nail;staple galvanized, 3-8d box(2 1/2"x 0.113");or TABLE R602.10.3 2 00 It Cc 18 1"brace to each stud and plate Face nail 12"long,1 4"screws,Type W or S 7 7 ( ) 2-8d common(2112"x 0.131"); or 2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 "'N C: 2 staples 1 314" It c- d 14"galvanized roofing nail;staple galvanized, g 3-8d box 21l("x C.113" c 36 gypsum sheathing a b 19 1`x 6"sheathing to eac'n bearing ( ) 'r 1$"long,1 e"screws,Type W or S 7 7 ADJUSTMENT FACTOR � 2-8d common 2 17'x0.131"); or Face nail ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS ! 2-10d box(3"x 0.128");or , TABLE R602.10.3(1)BY THIS FACTOR] 2 staples,1"crown,16 ga.,1 3/4"long Wood structural panels,combination subfloor underlayment to framing 3-8d box(2 1/2"x 0.113");or B 1.00 3-8d common(2 1/2"x 0.131"); or - ONE-STORY C 1.20 3.10d box(3"x 0.128");or 6d deformed(2"X 0.120")nail; STRUCTURE 20 1'x 8'and widar sheathing to each bearing 3 staples,1"crown,13 ga,1 31;"long Face nail 37 4 and less D 1.50 j or 8d common(2 x 0.131")nail 6 12 B F 1.00 Wider than 1"x 8" 1 EXPOSURE CATEGORY TWO-STORY C 1.30 4-8d box(2 112"x o.i 13); or STRUCTURE 3-8tl common(21/2"x 0.131') ;or 38 8„_1„ Sd common(2 2"x 0.131")nail D 1.60 LiJ 3-10d box(3"x 0.128");cr or 8d common(2 'x 0.120")nail Z LY 4 staples,1"crown,16 ga,1 314"long 6 12 THREE-STORY B 1.00 ; 0 " STRUCTURE C 1.40 o 10d common 2 "X 0.148 nail; D 1.70 L 39 18" 14 ( 2 ) LU >- d0 L� or 8d deforomed(22"x 0.120")nail 6 12 <5 FEET � z 0.70 v Z ROOF ONLY 10 FEET 1.00 >- -' w ff 15 FEET 1.30 Q% p J o O 20 FEET LISO OO _<5 FEET ALL METHODS C)0.85 0 0 LO N < 2 ROOF EAVE-TO-RIDGE ROOF+1 FLOOR 10 FEET 1.00 00 U) HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET . 1.30 2020 RESIDENTIAL CODE OF NEW YORK STATE 55 FEET 0.90 TABLELci02.3(3) TABLE R602.10.4 ROOF+2 FLOORS 10 FEET LOCI15 FEET 1.10 �J BRACING METHODS c� � o nEC:uinn;t'.�EIIT: FOR WOOD STRUCTURAL FOANEI.. WALL. S11EATH1NG USED TO NE SiST 1A UJI13 PRESSURES a,b,c 20 FEET NOT PERMITTED Continuous Sheathing Method �' 0 N 8 FEET 0.90 cV MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA 9 FEET 0.95 < NOMINAL PANEL NAIL SPACING WIND SPEED V ult WALL HEIGHT U J _ STRUCTURAL, MAXIMUM WALL m iVr-Tip 1'Q.�9 MATERIAL MIN'111 t�UM THICKNESS FIGURE 3 ANY STORY 10 FEET 1.00 _ -� PANEL (mph) � � ADJUSTMENT 2 PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category Fasteners Spacing 11 FEET 1.05 0 L SIZE (INCHES) RATING (INCHES) EDGES FIELD (INCHES) (INCHES O.C.) (INCHES O.C.) B C p 12 FEET 1.10 = 0 6d COMMON Exterior sheathing per 6"edges 12"field 2 1.00 0 (2.0"x 0.113") 1.5 24/0 1/2" 16 6 12 140 115 110 ( ) CSAfilSp Table R602.3 3 NUMBER OF BRACED 3 � < D I 4 WALL LINES(PER PLAN ANY STORY E- �, Jr w _ -- --- - ---- Continuously sheathed 1/2 DIRECTION), 4 1.45 u,i Q 8d COMMON g P y J 16 6 12 170 140 135 >-5 1.60 C..) �r 2.5"x 0.131' 1.75 24/16 7/16" wood structural panel Interior per Varies fastener (n cUn, � '. FASTENED TO THE END C) Z U) ( ') ------ --- p c�"'� .�."i Table R602.3(1)or R602.3(2) -- - 24 6 12 1ao 115 110 ++ STUDS OF EACH BRACED DWB,WSP,SFB LIJ 0 LLJ 5 ADDITIONAL 800-POUND TOP STORY ONLY WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, U) HOLD-DOWN DEVICE cj U I- FOR SI:1 :NCH=25.4 min,1 mile per tour=0.447 m/s. FOUNDATION OR FRAMING BELOW v al0 w LO A.Panel s'rength alas parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with -- w � Ur F- N panel strength mlis perpendicular to supports. B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in OMITTED FROM INSIDE FACE w �' w, r 6 INTERIOR GYPSUM BOARD ANY STORY UJ 1.40 PBS PCP HPS CS- a- n d) 0 � ]-- oI �' accordance with Section R602.10. FINISH(OR EQUIVALENT) OF BRACED WALL PANELS ¢ 1 C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permittEd as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. WSP,CS G,CS SFB DlA'G NO or 24 o.c shalt be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not --_-___ 4 INCHES O.C.AT PANEL EDGES, � more th an 16 inches on center. 7 GYPSUM BOARD ANYSTORY INCLUDING TOP AND BOTTOM 070 GB FASTENING PLATES,AND ALL HORIZONTAL JOINTS BLOCKED s 8d(a 6"oc toed it L a Ong braced wall r Roof SheathingAttachment Requirements for Wind Loads q RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Vr - Exposure B Dead Load Assumptions: Roof Assembly DL- 10 psf TOP PLATE Three Second Gust Vlnd 90 100 110 120 1 30 THREE SECOND GUST WIND 6" Speed (mph) SPEED (mph) 90 100 110 130 90 100 110 130 STRUCTURAL SHEATHING 8d COMMON NAILS ---"TT X ROOF PITCH ROT SIM Number of 8d Common Nails or 10d Box Nails 00 in each end of 1-Y,'x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2 3,4 @ 6"O.C.ON EDGES I I I I I I X E F E F E F E F E F II 11 Il II 12 1 2 2 3 94 133 176 224 ONLY I i1^ r�--(I - + Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails II ii II II Sheathing Location: inches, o.c.) or 10d Box Nails (inches,"o.c.) 16 2 2 2 4 126 178 235 298 1/2" 1`01N. STRUCTURAL TOP PLATE J I� (' WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 12 6 12 3:12 24 2 3 3 5 189 267 353 447 @ 12"O.C.ON 6„ FIELD ONLY O 16 6 12 s 12 6 12 6 12 6 12 28 2 3 4 6 220 311 412 522 AT STUD TO FLOOR ASSEMBLY TO SI'.L PLATE(S)CONNECTION I Interior Zone 32 3 3 4 7 252 356 471 597 36 3 4 5 7 283 400 529 671 19.2 6 12 6 12 6 12 6 6 6 12 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 12 1 1 2 2 79 111 145 183 FOR CLOF EA.PLF.TE TO PLATFORM BELOW- SIMPSON HDU4 SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 16 d COMMON NAILS @ 16"O.C. 5 PLATES 8d COMMON @ 6"OC ALONG 24 6 12 6 12 6 6 6 6 6 12 20 2 2 2 4 132 184 242 305 W/ �8 "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN t JLENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR,EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP ' 28 2 3 3 5 185 258 338 427 12 6 12 6 12 6 12 6 12 6 12 j ' •A A OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE a LENGHT OF BRACED WALL PANEL Perimeter Edge t6 6 12 6 12' 6 12' 6 6 6 6 36 2 3 4 6 238 332 435 549 • �' MIN..USE SIMPSON SET EPDXY-TIE 14 ANCHOR BOLTS , ! HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 62 1 152 19.2 s t2' s 12' s s s s s' s' 16 1 1 2 ( 2) 83 115 152 192 ' • TO SECURE ANCHOR,DRILL 3/4" `3' 20 1 2 2 103 144 190 3-16d@16"oc • F6 12' 6 6 6' 6' s' 6' 6' 6' 28 2 2 3 4 124 173 228 287 alongbraced wall DIAM.HOLE FOR EPDXY.FOLLOW 24 5:12 24 2 2 2 3 124 173 228 287 335 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 63 6' 6' 6' 6' 4 4 4 4 32 2 2 3 4 165 231 303 383 36 2 3 3 5 186 260 341 431 TO PERPENDICULAR--RAFTER• able Endwall Rake or Rake Truss w/o Rake Overhang 6 6 6 6 6 6 6 6 6' 6' 12 1 1 1 2 57 79 103 130 - -- _ _ _ _.__._ _ 16 __1 1_ 2 2 -76 106 138 173 END SIDE A f`V�A��� {-���y� �I� GRADE � BOARD SHEATHING 20 1 2 2 3 95 132 172 216 j �"f SLAB A D E 6:12 24 1 2 2 3 115 158 207 260 Rafter/Truss Spacing Minimum Number of 8d Common Nails Sheathing Size (inches, o.c.) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 -- 12 1 1 1 2 57 75 97 122 L L 1x10 or Larger Sheathing 12-19.2 11 3 3 3 3 3 16 1 1 2 2 75 100 130 162 20 1 2 2 3 94 125 162 203 7:12-12:12 24 1 2 2 3 113 150 194 243 28 2 2 2 3 132 175 227 284 E NAIL SPACING AT PANEL EDGES(in.) 32 2 2 3 4 151 200 259 324 8d 6"oc toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365 along braced+mall 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET located within 8 feet of building corners. GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS / REQUIREMENTS SHALL BE USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf). TOP PLATE--- - �'� 8d @ 6"oc toed in FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge 6„ along braced wall SPACINGS SHALL BE REDUCED TO 61NCHES O.C. o FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below. 1/2"MIN.STRUCTURAL CLG JTS @ Ride Connection S acin in. 12 16 19.2 24 48 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL g p g( ) WOOD PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 @ 6"O.C.ON EDGES 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing ONLY 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required. SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number of 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box @ 12"O.C. ON nails in a steel strap. 3-16d@16"oc 8d COMMON NAILS p• along braced wall FIELD ONLY 7 @ 12"O.C.ON 4" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5� "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR,EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B d COMMON NAILS @ 16"O.C. �� la @ 6"O.C.ON EDGES U) OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) CORNER HOLD - DOWN DETAILS _z FLOOR JOIST MIN..USE SIMPSON SET EPDXY-TIE along braced wall Dead Load Assumptbns: Roof/Ceiling Assembly OL- 15 psf AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. > HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in THREE SECOND GUST WAND W SILL PLATE 3 along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS) 100 110 120 130 0' TO SECURE ANCHOR,DRILL /4,, SPEED (mph) . r DIAM.HOLE FOR EPDXY.FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP ANCHOR BOLTS ---__ MANUFACTURER'S INSTRUCTIONS. L L moat sPAcx+a ROOFsrw Number of 8d Common Nails or 10d Box Nails 2 16d COMMON PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. On.) (10 in each end of 1-Y,'x 20 gage strap 1,2,3,4 SIMPSON HDQ8 OR SEF,L POURED CONCRETE/ "SIMPSON"PH NAILS @ 6"O.C. rr MASONRY TOP PLATE 12 1 2 2 2 o FOR FULL LENGTH FOUNDATION j] 6 20 2 2 2 3 0 °° OF STUD lb 8d COMMON NAILS 12 24 2 2 3 3 ° @ 12"O.C.ON 28 2 2 3 4 r- 1/2"MIN.STRUCTURAL FIELD ONLY 32 2 3 3 4 °° EN ID SKEAR�'I LL ON FOUNDATION WOOD PANEL 36 2 3 3 = 8d COMMON NAILS 12 2 2 2 3 WALL�f��AL�m @ 6"O.C.ON EDGES 16 2 2 3 I 20 2 2 3 4 - ONLY 16 24 2 3 3 4 3-16d@16"oc 28 2 3 4 5 _ along braced wall 32 2 3 4 5 36 3 4 4 6 12 2 2 3 3 ° AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 ° 20 2 3 4 4 BLOCKING @ °° �- FLOOR GIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS) 19.2 24 2 3 4 5 ENDWALCO u .0 . : -)FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 N co SILL PLATE t 32 3 4 5 6 v c • •• •• PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON"HDQ8 OR N ANCHOR BOLTS 12 2 3 3 4 co 8d @ 6"oc toed in 16 2 3 4 5 SIMPSON PH u along braced wall 20 3 3 4 5 CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 =1 ' MASONRY 28 3 4 5 7 NOTE: TOP PLATE 32 3 5 6 7 FOUNDATION 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD 6 2 STORY B RACED WALL PANEL DOWNS,&ADHESIVES TO BE 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S 2. Tabulated uplift connection requirements assume a building SPECIFICATIONS located in Exposure B. LA 3. Tabulated uplift connection requirements assume a roof and Z LC = ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a '! ;., DETAIL < rn �� ceiling assembly is not present or if the ceiling assembly is not Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. LJ n I AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. for Wind Loads - Exposure B shall be increased by 1 nail at each end of the strap. �' p L_',-' j ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): 4. Minimum ASTM A653 Grade 33 steel strap. U Z Cr- >- `.. C] -i L� FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind L1J -3 Q Q 90 100 110 120 13 tY O 8d 6,6"cc toed in I FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLeTE TO Speed(mph) 0 _ � Z a ong braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. U � � CO STRUCTURAL SHEATHING FLOOR JOIST U'1► �`; (� � O � � 4, a SIMPSON HOLDDOWN W/ 5/ "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON 8 Stud Spacing Maximum Nail Spacing for 8d Common Nails ATR(ALL THREADED ROD) Sheathing Location • 6•' (Inches, o.c.) or tad Box Nails (inches, o.c.) "SIMPSON"PHD6 NAILS @ 6"O.C. SEE THIS SHEET FOR DETAIL ° FOR FULL LENGTH I I 12 6 12 6 12 6 12 6 12 6 12 o OF STUD �1 8d COMMON NAILS ILL! O M Interior Zone r m I a @ 6"O.C.ON EDGES 16 6 12 6 t2 6 12 6 12 6 12 ° U z ONLY 24 6 12 6 12 6 12 6 6 6 12' °° U O N 1/2"MIN.STRUCTURAL � Q_ WOOD PANEL �' 8d COMMON NAILS C. _ 12 6 12 6 12 6 12 6 12 6 12 ° 0 I @ 12"O.C. ON ° _J FIELD ONLY 4" EDGE ZONE C� Z 2 i6 6 12 6 12 6 12 6 12 6 12 uJ 0 _) _ II . CO 3-16d@16"oc II SIMPSON HOLDDOWN W/ 5/ "DIAM. _ ° 24 6 12 6 12 6 12 6 12 6 12 • II • ° C� ~ � � along braced wall ` 8 c °° j ATR(ALL THREADED ROD) ° C 0r h ANCHOR,EMBEDMENT LENGTH OF ° ° -' BOARD SHEATHING or LAP SIDING °°° C) E` Z ANCHOR IN CONCRETE IS 10"MIN.. . [1 J �- FLOOR JOTS` ` I f' i' Rafter/Truss Spacing � •j -. USE SIMPSON SET EPDXY-TiE HIGH Sheathing Size Minimum Number of 8d Common Nails or 10d [1 Z -- Y (inches,o.c.) Box Nails per Support W �� STRENGTH EPDXY ADHESIVE TO NOTE: U SILL PLATE-� J SECURE ANCHOR,DRILL 3j4"DI,gM. 1x6 or 1x8 Sheathing 12 24 2 2 2 2 2 ALL STRAPPING,ANCHORS, 718" OHREADED ROD EMBEDDED 12 1/2" U7 (, E .., 1x10orLar Larger INTO CONCRETE WI SIMPSON ET(HIGH 0 HOLE FOR EPDXY.FOLLOW g g 12-24 3 3 3 3 3 HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS a- 0 W c. to ANCHOR BOLTS- ) MANUFACTURER'S INSTRUCTIONS. E-Nail spacing at panel edges(in.) TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH 0 z 0 y = Ll, N F-Nails spacing at intermediate supports in the panel field in. MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) Q'_ J J c� 11 t-' (3) POURED CONCRETE/ p g pp p O U a Qi 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment Q o i MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DV"G NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL / to 6 inches o c. i / 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. CORNER CONNECTION FLOOR TO FOUNDATION 2 STORY END WA L I_ S H EA RWAL L 4. Tabulated nail spacing assumes a building located in Exposure B. N.T.S. t TA13LE R507.5 TABLE R507.4 DECK Ur-A.1 :SPAN LENGTHS- (FT. - IM.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4 X 4 8 FEET 6 8 10 12 14 16 18 2 -2 X 6 6 - 11 5 - 11 5 -4 4 - 10 4 -6 4 - 3 4 -0 4X6 8FEET 2 -2X8 8 - 9 7 -7 6 - 9 6 -2 5-9 5-4 5 -0 2 -2 X 10 10 -4 9-0 8 - 0 7-4 6-9 6 -4 6 -0 6 X 6 14FEET 2 -2X12 12 -2 10- 7 9- 5 8- 7 8 -0 7 -6 7 -0 3 -2 X 6 8 - 2 7 -5 6- 8 6 - 1 5 -8 5- 3 5-0 SOUTHERN PINE 3-2X8 10- 10 9 -6 8-6 7 -9 7 -2 6- 8 6-4 TABLE R507.9.3 (2) 3 -2 X 10 13 -0 11 -3 10 -0 9-2 8 -6 7- 11 7-6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3 -2X12 15 -3 13 - 3 11 - 10 10-9 10 - 0 9-4 8- 10 3X6 OR 2-2X6 5 - 5 4 -8 4 -2 3- 10 3 -6 3 - 1 2 - 9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X8OR2-2X8 6 - 10 5- 11 5-4 4 - 10 4 -6 4 - 1 3- 8 3X10OR2-2X10 8 -4 7-3 � 6-6 5- 11 5-6 5- 1 4 - 8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING_ -- - -- -- _ — - - - - - - 3X12 OR 2-2X12 9 - 8 8-5 7-6 6 - 10 6-4 5- 11 5- 7 LEDGER 2 INCHES 3/4 INCH 2 INCHES 1 5/8 INCHES DOUGLAS FIR-LARCH, 4 X 6 6 - 5 5-6 4 - 11 4 -6 4 -2 3- 11 3- 8 BAND JOIST 314 INCH 2 INCHES 2 INCHES 1 5/8 INCHES HEM-FIR, 4X8 8 - 5 7-3 6-6 5- 11 5-6 5-2 4- 10 SPRUCE-PINE-FIR, REDWOOD, 4X10 9 - 11 8 -7 7- 8 7-0 6-6 6- 1 5- 8 WESTERN CEDARS, 4X12 11 -5 9 - 11 8- 10 8- 1 7 -6 7 -0 6 - 7 PONDEROSA PINE, TABLE R301.2.1.2 RED PINE 3 -2 X 6 7 -4 6 -8 6 - 0 5- 6 :5- 1 4- 9 4-6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 3 -2X8 9 - 8 8 -6 7- 7 6- 11 6 -5 6- 0 5- 8 FOR WOOD STRUCTURALPANELSa,b,c,d 3 -2X10 12 -0 10 - 5 9 -4 8 - 6 7 - 10 7 -4 6- 11 3 -2 X 12 13 - 11 12- 1 10 -9 9- 10 9- 1 8- 6 8 - 1 FASTENER SPACING (INCHES) a,b FASTENER 4 FEET < 6 FEET < TABLE R507.9.1.3 (1) TYPE PANEL SPAN PANEL SPAN PANEL SPAN S 4 FEET < 6 FEET < 8 FEET 0r-TCX' �.�_3CER C0NIIEr,T1014 TO [3fi� VD J01tT (DECK LIME LOAD = 40 PE F, DECK, DEAD LOAD = 10 PSF, S1 OVV LOT.V IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED ANCHOR WITH 2—INCH 16 10 8 EMBEDMENT LENGTH JOIST SPAN NI�EC.TIOt EETAIL No. 10 WOOD SCREW BASED CO _ ' " I 6'AND LESS 6'-1"TO 8' 8'-l"TO 10' 10'-1" TO 12' 12'-1"TO 14' 14'-1"TO 16' 16'-1" TO 18' ANCHOR WITH 2—INCH 16 12 9 ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH z Y4 -INCH LAG SCEW BASED o 1l2 INCH DIAMETER LAG SCREW W/ 1/2 INCH ANCHOR WITH 2-INCH 16 16 16 > MAXIMUM SHEATING 30 23 18 15 13 11 10 EMBEDMENT LENGTH W SEAL a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. 1/2 INCH DIAMETER BOLT WI 112 INCH b.Fasteners shall be installed at opposite ends of th�wood structural panel. 36 36 34 29 24 21 19 c.Nails shall be 10d common or 12d box nails. MAXIMUM SHEATING d.Where screws are attached to masonry or masonry/stucco,they shall be attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. U CHAPTER 3 BUILDING PLANNING 1!2 INCH DIAMETER BOLT W/ 1 INCH 36 36 29 24 21 18 16 SECTION R301 DESIGN CRITERIA MAXIMUM SHEATING WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%6"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 2015 I.R.C. ,It C3 00 r- C7 r` TABLE r.'507.6 N CO ,qr cc N Dr-CI' JOIST SPANS FOR COnI �01`1 LUM13EF: ESPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTION ' � co SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE SPECIES SIZE (INCHES) (INCHES) OF TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS 12 16 24 12 16 24 PROVIDED IN ACCORDANCE WITH FIGURE R507.9.2(1), HOLD—DOWN TENSION DEVICES 2 X 6 9 - 11 9-0 7- 7 6-8 6 - 8 6-8 SHALL BE INSTALLED IN NOT LESS THAN, TWO LOCATIONS PER DECK, WITHIN 24 INCHES (610 MM) OF EACH END OF THE DECK. EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS SOUTHERN PINE 2 X 8 13- 1 11 - 10 9- 8 10- 1 10 - 1 9 -8 DESIGN CAPACITY OF NOT LESS THAN 1,500 POUNDS (6672 N). WHERE THE LATERAL Uj 2 X 10 16-2 14 -0 11 -5 14 -6 14 -0 11 - 5 LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH FIGURE R507.9.2(2), THE Q o HOLD—DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN FOUR LOCATIONS .� 2 X 12 18 - 0 16-6 13 -6 18-0 16 -6 13-6 PER DECK, AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF Uj } o W 2 X 6 9 -6 8- 8 7 -2 6 -3 6 - 3 6 -3 NOT LESS THAN 750 POUNDS (3336 N). z 1 DOUGLAS FIR-LARCH, U -' 2 X 8 12 - 6 11 - 1 9 - 1 9-5 9 - 5 9 - 1 cr- o Q HEM-FIR, SHEATING O a: C5 O N <SPRUCE-PINE-FIR, 15 - 8 13-7 11 - 1 13 - 7 13 - 7 11 - 1 SIDING CD L 2 X 12 18 - 0 15 -9 12- 10 18 -0 15-9 12 - 10 FLOFLASING FOR WATERTIGHTNESS 2 X 6 8 - 10 8- 0 7 -0 5 -7 5 - 7 5-7 JOIISOTWITHHOLDDOWNGAT 6"MAXIMUM ON CENTER TO DECKING REDWOOD, HOLD DOWN OR r5zi /TT IN ACCORDANCE WITH TABLE R507.2 OR SIMILAR DEVICE 2X LEDGER WITH FASTENERS 2 X 8 11 - 8 10 -7 8 - 8 8 -6 8 - 6 8 -6 STAGGER FASTENERS IN 2 ROWS WESTERN CEDARS, — FLOOR JOIST APPROVED JOIST HANGERS L1J PONDEROSA FINE, 2 X 10 14 - 11 13 -0 10-7 12- 3 12 -3 10- 7 LAG SCREW OR BOLT '•«♦' • • HOLD-DOWN DEVICE MIN.750 LB.CAPACITY C) z RED PINE - - DECK JOIST AT 4 LOCATIONS,EVENLY DISTRIBUTED OL U p N 2X12 17 5 15 1 12-4 16- 5 15- 1 12-4 FLOOR JOIST C�_ ALONG DECK ONE WITHIN 24"OF EACH _ . END OF THE LEDGER.HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. J LEDGER z a- 5.5"MIN FOR 2X8 LL1 O _ 6.5"MIN FOR 2X10 Z p A FULLY THREADED 3/8"DIAMETER LAG i- O , 7.5"MIN FOR 2X12 U TABLE R5i07.7 SCREW PREDRILLED WITH MIN.3"PENETRATION U ` TO CENTER OF TOP PLATE,STUDS,OR HEADER. H wl j f1`,`AXIMt..trA JOIST SPACING FOI• DECKING W cl� G UJ co IUI TE nEAL TYPE AIJD MAXIMUM ON-CENTER JOIST SPACING 0 D E TA I L "A DETAIL " B " � DETAIL " C " ® z � U.1 U) 1`"0IIJIINAL SIZE_ PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURE R507.2.3(1) NTS FIGURE R507.2.3(1) NTS FIGURE R507.2.3(2) NTS 0) O r`IJ DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS 0H `NOTE:THIIS DETAIL IS APPLICAPABLE U 0_ w z LO 114-INCH-THICK WOOD 16 INCHES 12 INCHES "DISTANCE SHALL BE PERNITTED TO w I— (� F N BE REDUCED TO 4.5"IF LAG SCREWS 0 Ly LU J U :J 1 Q (3� ARE USED OR BOLT SPACING IS WHERE FLOOR JOISTS ARE -� ) Z PARALLEL TO DECK JOISTS. REDUCED TO THAT OF LAG SCREWS a �- ��i Q I" o 2-INCH-THINCKWOOD 24 INCHES 16 INCHES TO ATTACH 2X8 LEDGERS-02X8 _ __ BAND JOISTS. DV'G NO PLASTIC COMPOSITE IN ACCORDANCE W/ IN ACCORDANCE W/ r SECTION R507.3 SECTION R507.3 ( , tizA -- ---- -----�--- -- TABLE R301.2.1.2 - -----�- --_------ -- BLOCKING ® ENDWALL WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE GENERAL FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602..10 8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR a 1 BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 kmlh)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 4L FASTENER SPACING (INCHES FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION < 4 FEET < 6 FEET S 8 FEET ATTIC MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2—INCH 16 10 8 OR END JOIST �— MEMBER DIRECTLY ABOVE �— @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL —�r—�` BRACED WALL PANEL BACK @ 4'-0"D.C. ' No. 10 WOOD SCREW BASED .�` 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3 8d NAILS AT BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER Q ANCHOR WITH 2—INCH 16 12 9 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL z SECOND FLOOR _ Y —INCH LAG SCEW BASED Lu ANCHOR WITH 2—INCH 16 16 16 3-16d @ 13"O.C.ALONG 3 16d ?16"O.C.ALONG 3 16d AT EACH EMBEDMENT LENGTH BRACED WALL PANEL �— BRACED WALL PANEL BLOCKING MEMBER BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-0"O.C. INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FR.411NG a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. OR END J GIST MEMBER DIRECTLY A30VE FULL HEIGHT BLOCKING ® PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. BR BRACED WALL PANEL @ A 0 C.ALONG ACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL _ d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10"TO 45"PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. FOR SI:1 INCH=25.4 M61 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @4'-o"O.C. a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%6"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. 113103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTENDS OVER INSULATION (TYP. ) snow accumulaticn, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) observation dec1: or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7 '-0" above the roof. BATHTUB (with or without Sic. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS U3 L/3 Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN I I Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR NO NOTCHES p traps, with or without WALL LINE. D16MAX. I PERMITTED 1 I dishwasher and food waste 1 1/2 I I DI6MAX. � I disposer) i i -SHEATHING Laundry tub 1 1/2 one or more compartments) � AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING _9F_7we_r_TDased on the totai DAMAX. I flow rate through 0 showerheads and bodysprays) Flow rate: p W 5.7gpm and less 1 1/2 _ more than 5.7gpm up to 12 .3gpm 2 more than 12.3gpm up to 25.8gpm 3 0/3MAX. AIR SHIELD more than 25. 8gpm up to 55.6gpm 4 S_-AL NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND NOTE: MAX.DFROM OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SUPPORT FLOOR JOIST-END CUTS SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND _ TERMINATED IN ACCORDANCE WITH THE MANUFACTURER' S INSTRUCTIONS AS PER SEC. R1005 p D/3 MAX. ---- - RAFTER CEILING JOISTS v cc 00 C. REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N cl cz PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP DESIGNATION SHALL BE AND BOTTOM OF JOIST I , 11 , III , IV OR V PIPE OR CONDUIT TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL SECTION 1265.4 SIGN OR SYMBOL Z i (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS < O 6„ DIAME ER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST VLij Q t CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND W >- < w (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED U z z EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. _j LU .I' I (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, LLI J J [✓ OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER a REFLECTIVE RED I �` '_ I OR DECAL. TOP PLATES O SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF PANTON E#187 ' ' a `! THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE co �n r REFLECTIVE WHITE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: C) O cc y (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND BORED POLE MAX .: EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE of STUD DEPTH - EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. L i �— EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) a (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE GJ m ty 1 I O N OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: Q- ` `.-.;..W.s ?•U-4 ""`� '� � OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGNOR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; o #` 518"MIN.TO EDGE HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND U _j 3 I iii "FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT —y D THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART O C7 O 5 THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN EXCEED 25%OF u I �- .. AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY O STUD DEPTH d r OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE CHM:GE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED FADED SIGN OR SYNIBOL. ° " U U - m ' BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40/o AND 60/o <' � r WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE OF STUD DEPTH,THEN STUD MUST BE I I 1/2 LOCATED IN THE SAME CROSS ` OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND No MORE THAN TWO STROKE ROOF FLOOR SECCESSIVE STUDS ARE DOUBLED ui OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD AND SO BORED CJ cf) DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V 66 LIJ z � COMPONENTS THAT ARE OF Cf) 1J TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. Q U H C) FLOOR FRAMING INCLUDI G U O � L GIRDERS AND BEAMS DRILLING AND NOTCHING DETAIL z J 0 _ Q V OF STUDS CL co < ROOF FRAMING F DWG NO S� - FLOOR AND ROOF FRAMING ROOF AND FLOOR BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. cx =x, /� '�