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Home My WebLink About48226-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE `a 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#: 48226 Date: 8/29/2022 Permission is hereby granted to: Commerce II LLC 687 Old Willets Path Hauppauge, NY 11788 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter. At premises located at: 1130 Little Peconic Bay Rd, Cutcho ue SCTM #473889 Sec/Block/Lot# 111.-14-17 Pursuant to application dated 7/14/2022 and approved by the Building Inspector. To expire on 2/28/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $452.80 CO-ADDITION TO DWELLING $50.00 Total: $502.80 Building Inspector p 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 htts://www,sotitholdtownn .Dov Date Received APPLICATION FOR BUILDING PERMIT ly p G ti pl I f I I ......... mwo.,. 1% T For Office Use Only �r•p. � rp �' k PERMIT N0. Building Inspectori ' Applications and forms must be filled out in their entirety. Incomplete �� i �,��,»� , •:: , applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:2022.07.07 OWNER(S)OF PROPERTY: Name:Commerce 11, LLC SCTM #1000-111-14-17 Project Address:1130 Little Peconic Bay Road, Cutchogue, NY 11935 Phone#:516-315-9480 or 631-435-1818 Email:gpk33fly@aol.com or karenc@west-rac.com ' Mailing Address:687 Old Willets Path, Suite C, Hauppauge, NY 11788 CONTACT PERSON: Name:Gary P. Krupnick Mailing Address:687 Old Willets Path, Suite C, Hauppauge, NY 11788 Phone#:516-315-9480 or 631-435-1818 Email:gpk33fly@aol.com DESIGN PROFESSIONAL INFORMATION: Name:The Kent Architectrual Collaborative, PLLC / Richard S. Kent, R.A. Mailing Address:687 Old Willets Path, Hauppauge, NY 11788 Phone#:631.793.9684 Email:rkent.tkac@gmail.com CONTRACTOR INFORMATION: Name:The Westwood Companies, Inc Mailing Address:687 Old Willets Path, Suite C, Hauppauge, NY 11788 Phone#:516-315-9480 or 631-435-1818 Email:gpk33fly@aol.com or karenc@west-rac.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $90,000,00 Will the lot be re-graded? ❑Yes 19 No Will excess fill be removed from premises? ❑Yes RNO 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes [:]No IF YES, PROVIDE A COPY. I Check 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Gary P. Kru pnick ❑Authorized Agent BOwner Signature of Applicant: , Date: 7—//—R-;2-- STATE OF NEW YORK) SS: COUNTY OF%�,� ) 6 ( i / being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the t (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this � 1 day of 20 KAncN L. CHRI -Notary Public Notary Public, State of New York No.01 CH6215932 Qualified in Suffolk CountyI ' ")°1 ( I Commission Expires January 11, 21�, IIIP ; � I qC (Where the applicant is not the owner) 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 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook ' 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www,d_enow, Joe Martens ornmiss6oner TIDAL WETLANDS LETTER OF NO-JURISDICTION October 29,2013 William Giacone and Cindy C.Nance- 113 0 ance_1130 Little Peconic Bay Road Cutchogue NY 11935 Re: NYSDEC#1-4738-04307/000,01 1130 Little Peconic Bay Road Cutchogue SCTM#1000-111-14-17 ARNO-DEP Dear Applicants: Based on the information your agent submitted,the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward of the 10 foot elevation contour line that is south and east of the existing and proposed dwelling,shown and labeled as the"10' CONTOUR LINE PER N.G.V.D. 1929 DATUM"on the survey prepared by Nathan Taft Corwin III last revised on 10/15/13,is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661),no permit is required under the Tidal Wetlands Act for any work occurring landward of the referenced 10 foot elevation contour line. Please be advised,however,that no construction,sedimentation,discharge, or disturbance of any kind may take place within Article 25 Tidal Wetlands jurisdiction without a permit. It is your responsibility to ensure that all necessary precautions are taken'to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence,barrier,or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of ni any Via; sary permits or approvals from other agencies. r Ve truly yo s, John Wiela d Deputy nai CC: En-Consultants BOH—TW File k SURVEY OF samT LOT 237 FSUFFOLKrW--W4!.ur,!r aSFARTNE.APFOF HEALTH SERVICES AMENDED MAP A OF aL T6SEWDRrswOR' NASSAU POINT NCt OWNED BY R 1. NASSAU POINT CLUB PROPERTIES, !•rLcFILE No. 156 FILED AUGUST 16, 1922 rNSITUATE cavlboom AAVA0lUNk2F„.. S NASSAU POINT TOWN OF SOUTHOLD office DcvVmsrtawe19Y dAmnrgCAax711 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-111-14-17 SCALE 1"=20' JULY 1, 2013 SEPTEMBER 16,2015 ADD PROPOSED HOUSE OCTOBER 15,2013 REVISED JANUARY 6,2017 REVISED PROPOSED HOUSE FEBRUARY 13,2017 FOUNDATION LOCATION MAY 71,711X9 ro"L,SM1INVTY' TOTAL AREA = 11,920 Set ft M . �...J...'.,.,r.., - S 1� ✓ "" KE ND* 0.274 ®c. P�!" 1�EE1 UPLAND AREA = 11,265 sq. 4t. TILE PU6UCApMStR a WETLANDS AREA 0.259 5 0 655sq. fl. N—) 0.015 C. ® * 1 y " N " A0 i, it ` T9)0xa ^ y4 ' 5a'P sme°sn1c.rrK;uk'A'RU'Nmmmi ° HOUSE HOUSE O wrtP'4' b x i• y"w CORNER CURNER[9J. p O VIXn • 6 w anlm�' li 1,a SEPER TANK SS5� 125 At 11b 7 w w^ ri I -• COVEft NC POOL 26 q6 A O LEACHING POOL A .*n -R" Nma R ;/ COVER 2 37 30.5' N C ,eh N»y I � oA NdUT,rr'. LEACHING POOL r-a� n"Ot"O M'I* '� CDVER9 42' 2fi.5' jr �-I .1 FRAMEORY HOUSE a '11V 12017 � ��' 4 C'N � llrB"FrJ N rl ltl 111;1. X to NO= m ,MOpA LOT A � r 336 010 5 6$ P � . ' N� NNE.�ETA (o�C�6C�OMG(1 LD1; AUG -3 2018 SORAING DEPG Torm e—3fJMOLD as Acs,m121 ,wry«ur,m NrN+t i+AGu,SM1 ipWl A iM aelww'rR W.641w,eN.AA ° w" �M or�wrwY rN as u��%•z Nrs�'Ami""�xm.�a r .prry TX K"CIIF't "'W NOTESST m 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1968 DATUM 1 EXISTING ELEVATIONS ARE SHOWN THUS: �•• b, EXISTING CONTOUR LINES ARE SHOWN THUS: sFLmN 9UWIFAN 'm°u „w�,Ne1nX�:,,w:rr'w,.n�x nR wuxrnrN " Nathan Taft Corwin III 2. FLOOD ZONE INFORMATION TAKEN FROM: 'm'ou."ai?I`+A�""riR NEN Yarlx srnm LYAJeM'Ii9N LAW, FLOOD INSURANCE RATE MAP ION 3 DETERMINED 764H C9wes ae'nael r,umnv uw�P lalXr rae'Ao-mw Land Surveyor ZONE AE: BASE FLOOD ELEVATIONS DETERMINED vxE�nN.v szrxxmn ZONE X': AREAS OF 0.2%ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL nrNri%;ssneo IswJ uE rewNpznazr CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT u s I rn o r uxra S.--'To:Stens y J w a LS -- OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; G rop b rNX JRwpr A I g g LS.. AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD, 9 RL ruc 6uve 9s-Su9r&rdxT,wnx 5?P Pra a- CoruwcNwn LUYu2 ZONE X: AREAS DETERMINED TO DE OUTSIDE THE 6.2%ANNUAL CHANCE FLOODPLAIN. ruxww rrxr nr.x,rw,wEN rrnrv>x¢eIP PHONE(639)727-2090 Fax(671)727-9727 THE EXISTENCE OF RIGHTS OF WAY OMCES LOCATED AT N401NC AND .N Q.LA 4 LNd5 OF RECGXD,IF 1586 M&Road PO>Box 16 ANI,.OT SNOIwN ARE NOT GUAMr6fEE0. JomeepaN,Nee Y-11947 &..P.OL Nee Ywk 1190 New York State Department of'Environmental Conservation Division of Environmental Permits, Region 1 SUNY @Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 - Fax: (631)444-0360 _ Website: ec�ov Joe Martens Commissioner f IDAL WETLANDS LETTER OF NO-JURISDICTION October 29,2013 William Giacone and Cindy C.Nance, 1130 Little Peconic Bay Road Cutchogue NY 11935 Re: NYSDEC#1-4738-04307/00001 1130 Little Peconic Bay Road Cutchogue SCTM#1000-111-14-17 ARNO-DEP Dear Applicants: Based on the information your agent submitted,the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward of the 10 foot elevation contour line that is south and east of the existing and proposed dwelling, shown and labeled as the"10' CONTOUR LINE PER N.G.V.D. 1929 DATUM"on the survey prepared by Nathan Taft Corwin III last revised on 10/15/13, is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6 NYCRR Part 661),no permit is required under the Tidal Wetlands Act for any work occurring landward of the referenced 10 foot elevation contour line. Please be advised,,however,that no construction,sedimentati+ n,discharge,or disturbance of any kind may take place within Article,25 Tidal Wetlands jurisdiction without a permit. It is your responsibility to ensure;that all necessary precautions are taken'to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wYw.,^dtland juri:sdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting,a temporary fence,barrier,or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of ning any n sary permits or approvals from other agencies. � Ve tru ly yo), s, John Wiel id Deputy `ermi stra CC: En-Consultants BOH—TW File qYOTA Workers' CERTIFICATE OF ECompensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured THE WESTWOOD COMPANIES, INC 631-435-1818 687 OLD WILLETS PATH 1 c.NYS Unemployment Insurance Employer Registration Number of HAUPPAUGE, NY 11788 Insured N/A Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 687 OLD WILLETS PATH, HAPPAUGE, NY 11788 2.Name and Address of Entity.Recluestin Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificaite Holder) Nationwide Insurance Company TOWN OF SOUTHOLD 3b.Policy Number of Entity Listed in Box"1a" BUILDING DEPARTMENT 54375 MAIN RD ACPWCF3100187993 PO BOX 1179 SOUTHOLD,NY 11971-0959 3c.Policy effective period 07/14/2022 to 07/14/2023 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) X❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Philip O'Brien (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 07/12/2022 (Signature) (Date) Title: Principal Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 631-474-7070 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov YOX JIworkers' CERTIFICATE OF INSURANCE COVERAGE SST Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured THE WESTWOOD COMPANIES,INC 631-435-1818 687 OLD WILLETS PATH HAUPPAUGE,NY 11788 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 112875690 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPARTMENT 3b.Policy Number of Entity Listed in Box"l a" 54375 MAIN RD DBL643386 PO BOX 1179 3c.Policy effective period SOUTHOLD, NY 11971 07/14/2021 to 07/13/2023 4. Policy provides the following benefits: © A. Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 7/12/2022 By Val, 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 46,4C or 56 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers an:authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) III 11I°IIII°II°I°IIII111111111111111111111111111 DB-120.1 (12-21) Generated by REScheck-Web Software Compliance Certificate Project Krupnick Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1130 Little Peconic Bay Road Gary Krupnick The Kent Architectural Cutchogue, NY 11938 1130 Little Peconic Bay Road Collaborative, PLLC Cutchogue, NY 11938 687 Old Willets Path 516-315-9480 #C gpk33fly@aol.com Hauppauge, NY 11788 631-793-9684 rkent.tkac@gmail.com 0 f « Y Compliance: 3.7%Better Than Code Maximum UA: 107 Your UA: 103 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Dwelope Assemblies Ceiling: Cathedral Ceiling 607 30.0 0.0 0.034 0.026 20 16 Skylight:Wood Frame 6 0.410 0.550 3 3 SHGC: 0.23 Side Wall (West):Wood Frame, 16"o.c. 167 21.0 0.0 0.057 0.060 4 4 Windows(Front Wall-West):Wood Frame 102 0.280 0.320 29 33 SHGC: 0.32 Rear Wall (South):Wood Frame, 16" o.c. 356 21.0 0.0 0.057 0.060 18 19 Windows(Side Wall-South):Wood Frame 34 0.280 0.320 10 11 SHGC: 0.32 Side Wall(East): Wood Frame, 16" o.c. 167 21.0 0.0 0.057 0.060 7 7 Windows(Rear Wall-East):Wood Frame 44 0.280 0.320 12 14 SHGC: 0.32 Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 1 of 10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in � GIIr?�� S REScheck Version : REScheck-Web and to comply with the mandatoD, e i ed in th REScheck Inspection Checklist. ,w Name-Title Sk n re, ___ Date F N Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Ply hlslue fieri m DI NeNfwed p ap nsion03.1, UrP,',re-linspection/ lan ;Construction drawings and : V1eW ocomp ies ReqFComement willsbmet. 103.2 =documentation demonstrate f �CDoes Plot [PRJ]l energy code compliance for the i ❑Not Observable :building envelope.Thermal Fenvelope represented on ®NotApplicable {construction documents. _ 103 2 Construction drawings and....... .... „�; �.� m©Cam lies-- R.... sire „_il ' g ° " p Requirement will be met. mentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ;❑Not Observable �Systems serving multiple ®Not Applicable dwelling units must demonstrate compliance with the IECC r _ Commercial Provisions. sized per ACCA Mng eq S based Heating: Heating: W FlpOe plies Requirement will m�me 30 1 'Heating and tooling equipment mer�t is; g;. be met. 403,7 p s Not )PR212 ;on loads caicula ted per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods ; Btu/hr Btu/hr ;approved by the code official. "❑Not Applicable Additional Comments/Assumptions: [,-ip g p P edium im act(Tier 2) g °......----___ Hi h Im act(Tier 1) 2 M p ow Impact(Tier 3) Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 3 of 10 s ..�_..... coon p i�l�eq iL� Foundation lnspectuon l oprr Iles... P .��....m�.,a. ._....��..�._..� . �3n^�a�rentsl,4ss�a..� 39 .2.E A protective covering is installed to ;®complies Exception: Requirement is not applicable. [FOUJ� protect exposed exterior insulation `01Does Not and extends a minimum of 6 in.below Not Observable; grade. EINot Applicable ', 403,9 Snow-and ice-meltingsystem controls Com lies : applicable.m.,,. .._ p :Exception: Requirement is not applicable. JF 1,t2)2' installed. ElOoes Not CINot Observable INot Applicable Additional Comments/Assumptions: i_...�m Impact (Tier ._..��. r --- g p � mpact( ler 2) 3 Low Impact 11'�er 3) 1��9R l�lm act l�T9er 11 � � p+�edawm l. �.�.. Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 4 of 10 s Vet Vri .... __.._._.in / Rough-in Ins ection PIanV luefied _ FieIV luefied Complies? p.... .. '..... .. .. .... . ....._. & Recd IDFram' g �� ..._..... _ . _�. ._ ... om lies Comments/Assumptions.. 402.1.1, Glazing U-factor(area-weighted U U- ❑Complies See the Envelope Assemblies 402.3.1, =average). ❑DoesNot ,table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 a :❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or [ ;taken from the default table. ❑Not Observable able . 402.1.1 Skylight U factor. U- U_ � ... ❑Co pliec.._ _ _. .. ... .......�. _ PPs _.. .µ See thh e Envelope Assemblies 402.3.3, ❑DoesNot ;table for values. 402.3.6, 402.5 []Not Observable [FR5]1 ❑Not Applicable l .... ..• __-._ ....—_ ;. _ „ ,,,.... a ❑Com . ....�.—....� lies _.. 402.4.1.1 Air barrier and thermal barrier p Requirement will be met. [FR23]1 installed per manufacturer's "❑Does Not ` instructions. r a❑Not Observable ❑Not Applicable r I 6 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 ,is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 """ V ;or has infiltration rates per NFRC " ❑Not Observable i 400 that do not exceed code ' ❑Not Applicable , limits. 402.4.5 IC-rated recessed lighting fixtures V"/, ❑Complies iRequirementwillmm-mmmmm be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable q. ❑Not Applicable _ 403.3.1 .Supply anndd r......... .._. -. �: ❑Does Not return ducttss in attics i. ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is >= 3 inches in diameter and >= b ❑Not Observable ti R-6 where < 3 inches.Supply and ❑Not Applicable return ducts in other portions of PP the building insulated >= R-6 for ,diameter>= 3 inches and R-4.2 " for< 3 inches in diameter. _ " ClCom lies 403.3.2 boxes are sea eDucts, air lders and filter ❑DoesPNot Requirement will be met. ; it joints/seams compliant with ❑Not Observable i. International Mechanical Code or EInternational Residential Code, as;. ❑Not Applicable aliauldin bl e. 403.3.5 Bcavities are not used as r - -� "❑Complies g Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ;d ❑Not Observable ❑Not Applicable [03.4 HVAC,...above 105 PF or chilled fluids R _. R- Dom lies 'Re uirement will be piping conveying P � q met. R17 es Not below 55 °F are insulated to>_R- 3 ❑Not Observable j❑Not Applicable -; v.a„ . _._ .,,� _ ...........- ._ .. m�e m�..... .-...e�. ...... 403.4.1 ;Protection of insulation on HVAC ❑Com p'liesRequirement will be met, [FR24]1 piping. 'E-]Does Not ;V, ;❑Not Observable ❑Not Applicable , I . g P _ � e..,-....nn� _ — 1 Ha l Im act(Tier 1) 2 M edium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 5 of 10 etion. a�nlrspipes Rough-in pens tierlfied FiFieldI�erfled InspectNor � Compiles? � omen nts/Assuntiptions & Re aNiue aNue . rrp .........._ .m _ _, _ . .. ..... ._ ,,.. .. _.. .. r ...w., ,,. _ — ...... . 40 , Hot water i es are insulated to R- R- ❑ omplies ;Requirement will be met. (FR18,12 zR-3. ,❑Does Not Not Observable CNot.Applicable 403.6 Automatic or ��r �� a � nCoes Not Requirement will be met. .m, ------- ._ gravity dampers are; p" q -met. tFR1912 installed on all outdoor air 4 intakes and exhausts. C]Not observable F [)Not Applicable Additional Comments/Assumptions: I 1 1 HmpacTCMediumpact wirmm wpctighI Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 6 of10 Insulation Inspe Verified _ - Section EIeId�Verifle N, p Value 'Value ornfrtues ormrerlts/Asumuistirns 303-1 iD. All installed insulation is labeled .. . .. •,,•.,,. ew... ,., ,. .... .,. �„ ., '❑Co „_„.mrv.�._ .�--C��._ ��.m- ........ � . ..._..... ,' mplies ;Requirement will be met. [IN131�, or the installed R-values ;❑Does Not V provided. ❑Not Observable _❑_Not Applicable 1402.1.1,402.2.5, - masts insulation at least/z of the Wood .. -. F-1 Wood -- ❑Does Not _ for . ----.. u If this is a R- R ❑Oom Lies .See the Envelope Assemblies table for values. 402.2.6 ;wall insulation on the wall i❑ Mass ❑ Mass ;❑Not Observable [IN311 exterior,the exterior insulation requirement applies(FR10). E] Steel ❑ Steel j❑Not Applicable ; 303.2 Wall insulation is installed per � �� ❑Co spNos Requirement will a met. — _ t II be met. [IN411 ;manufacturer's instructions. s t ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1�High Impact(Tier 1) Medwm Impact(Tier2) ........d 3 Low Impact(Tier3) Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 7 of 10 seRcetiioInD m .. _ ..,. ...... .. Value ueVlComplies? Com tions & Planfied Field fied Final Inspection �sions 402.1.1, :Ceiling g-valueR- R ❑Com lies See the Envelope Assemblies 402.2,1, ;❑ Wood ❑ Wood °❑Does Not table for values. 402.2.2, ❑ Steel j E] Steel 2.6 ❑Not Observable 402. 402. �❑Not Applicable— Ceiling insulation instructions.stalled per �� ❑DompNot Requirement will be met. ------ 303.1.1.1, '. � t• es 03 2 manufacturer's [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable ...... .-..__ ....., p� ....—...... ❑Com lies — R�e uirem.. �....�.. _.. 402.2.3 Vented attics with air permeable" F", p' ;Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable _ Applicable ❑Not 402.2.4 Attic access hatch and door R- —R ❑Cornplies Requirement will �� be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. j❑Not Observable ❑Not Applicable o . ...... ........--.. �....�..__. _r�-. — .�. —.............._ 402.4.1.2 r m.._. door test @ 50 Pa <=5 ACH 50 = ACH 50 — ❑Comp lies :Requirement will be met. [FI17]11.2 ath inClimate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable Wood-burning_.�......�.g ,. ..._�.-_�...... ..�... . fireplaces have o, ❑Complies [F18 32 tight fitting flue dampers and ? ❑Does Not outdoor air for combustion. ❑Not Observable ; ❑Not Applicable 403.3.3 .. Ducts ne re sure .......t ��_...�; Com —..uir .. . are tested to cfm/100 cfm/100 ❑Complies Requirement will be met. eakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable j �w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total ^� ;leakage measured with a pressure differential of 0.1 inch �w.g. across the entire system including the manufacturer's air handler enclosure. _ 0��3.4 � g est result of<-4 cfm/100 cfm/100 ;Coes Not Requirement cfmt tightness ft2 ,Duct ti htness t p q ment will be met. 1 across the system or - ft2 ft2 ❑D <=3 cfm/100 ft2 without air i handler @ 25 Pa. For rough-in ❑Not Observable ; pests,verification may need to ❑Not Applicable ;occur during Framing Inspection. __ 403.3.2.1 Air handier leakage designated w . —. OC mplies Requirement nt wil—l be met. — t. [F124]1 by manufacturer at<=2%of oes Not ,design airflow. ❑Not Observable ❑Not Applicable .Requirement will be met,0 � 1Programmable thermostats Complies 9] installed focontrol of Primary �DoesNot ......... heating and cooling systems and initially set by manufacturer to q ❑Not Observable code specifications. ❑N o t Applicable � - .e. 403.1.2 Heat pump thermostat installed mplies Exception: Requirement � is [FI 10]2 on heat pumps. ❑Does Not not applicable. u ❑Not Observable i ❑Not Applicable High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 8 of 10 �-� # Final Inspection..... �._. ,�...� ._._. m. _ ...._ ....,. ____.... Com lies Comments/Assumptions Provisions Plans Verified Field Verified p & Re'oID Value 7 Value 9.... .. ,_. —m. �_ .m.,.._ „_, m, . �_ 403.5.1 Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable Applicable �_.. . ❑Comels�.. Requirement willbe met. .... ... 403.6.1 All mechanical ventilation system p' q [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and airflow limits per Table ❑Not Applicable R403.6.1, 403.2 Hot water boilers ....� supplying heat :❑Complies Requirement will be met. [FI26]2through one-or two-pipe heating ❑Does Not systems have outdoor setback ; ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable j ..._ temperature.m ._ �... on. .� o. __ ....----- � _ _ 403.5.1.1 Heated water circulation systems i ❑Complies Requirement will be met. [FI28]2 have a circulation pump.The .❑Does Not system return pipe is a dedicated, ❑Not Observable : 'return pipe or a cold water supply�,” pipe. Gravity and thermos ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system r pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot_water exists Exception:lies 403.5.1.2 :Electric heat trace systems a" Iaam p p n: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically ;❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. [03.5.2 DY d recirculation _ water Requirement will be met.t. ❑DoesNot 0] tmshave controls that F, . manage operation of the pump ,� �❑Not Observable and limit the temperature of the ❑Not Applicable water entering the cold water 403.5.4 Drain ngwater heat recovery... _..units i._ . ,- ��; �,....... e,,"ICom lies......, not Exception: _ q �.......s very units p p n: Requirement is [F131] tested in accordance with CSA Does Not le. B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat „ recovery units < 3 psi for l ' ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to i showers. % p m s. .,,.,�. _._ ODoespNot... Requirement will be.met.... � �404.1 90%or more of permanent three or more manent q met. [F16]1 ,fixtures have high efficacy la p ❑Not Observable 1 j❑Not Applicable _ �4.11 Fuel gas lighting ms have - � Clplies :Requirement will be met. [ pilot Ie t. Does Not d< ❑Not Observable __.._.PW...i.. ...�, .....� ..- . ._...P_.�,�,..�..��......� ,� ..�_...� �.,.�.. .....-❑Not Applicable .�� _.....�..--�...-m �.�.1 Hg Impact.... _ ._..m. ._ .Medium Impa ct(Tier—2)_....... .3� Low Impact 3)„ .�.�_�.. .. Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 9 of 10 e41 Ion l incl Inspection k w°ovds rh s _ I'n e fiec� ..Meld Ne iified �Complies? LC* mwontsl surww tions Value i taw R ¢ ll .. ,._.� --...� 40posted.�t. Compliance certificate „. ..I,e... p ' om piies :'pequirenient will be met, ®goes Not TINot Observable Not Applicable _. 3013 ' Manufacturer manuals for _ . ___..... ..... __eee_ ...., 'owpliesRequirementwill be met. 3 IFUSP mechanical and water heating '4]Ooes Not systems have been provided. E]Not Observable wE]Not Applicable Additional Comments/Assumptions: l I iagh Impart Cher 1) d Medium Impact li ger 2y _...1_ouw Impact t ler ) Project Title: Krupnick Residence Report date: 07/07/22 Data filename: Page 10 of 10 2018 IECC Energy Effidency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): r . . Window 0.28 0.32 Door Skylight 0.41 0.23 Heating System Cooling System: Water Heater• Name: Date: Comments A0 X86 DATE(MMIDD/YYYY) .I'MAu� CERTIFICATE OF LIABILITY INSURANCE 07/12/20 22 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I15hT Lori MDrIn ,,,, �FA�X The O'Brien GroupLLC PHOT g,. ( ) ... 6 �. ,Nod 16 NAME PHONE 75 � 1831}474-7081 402 Main Street "A"' Irmtorin o rou IIP Com Port Jefferson, NY 11777 AId13$ '31 4 .7 ... ...... .�__ .e........ License#: 1002432 a Com aE NA9Cff INSURED LICe _-- ------ INSURERS Pro resSnVe Sll _ —� 1033 ........ 9m _ Co. G_m242fQ The Westwood Companies Inc. INSURER,C N,ationwLde In$" nce 23787 . 687 Old Willets Path INSURER D: Zurlch I,nsuranoQ Compan, 16535 Hauppauge, NY 11788 INSUREff_F:. nito ,Natio_ Iial I,.rn.aurnce Co. 1.3 64 INSURER F: COVERAGES CERTIFICATE NUMBER: 00002916-148543 REVISION NUMBER: 14 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,. 'INSR TYPE OF INSURANCE.., ....-. POLICX NUMBER.�....�� POLICV EFF OdE CYEXP LTR. MMlDDIYYVY MMIDDIYYYY LIMITS A X._.COMMERCIAL GENERAL LIABILITY VGGP006608 03/01/2022 07/01/2023 EACHOCCURRENCE $ 1,0,00,000.., IE1t $ 50 000 REMNSES, EaOCCvaGea?,C1 ,m,„._.—a MED EXP(Any one person) $ Excluded CLAIMS-MADE OCCUR i�, PERSONAL&ADV INJURY $ _ 1,000,,000 GENLAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 m ,IT POLICY El JET ❑ LOC _. PRODUCTS-COMP/OPAGG $ 2,000 OOO OTI tERr, $ AUTOMOBILE LIABILITY COMBINED SO4�GLE L.IMV'F �$ B 956049866 o2/1s/2o2z oz/1sno23 ..1,000,000.,, ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED (itBODILY ciINJURYPeraccident) AUTOS ONLY iAUTOS HIRED RRYMANON-OWNED $ AOS ONLY i AUTOS ONLY A X EXC SUMBRELLA CLAIMS-MADE .AGGREGATE $, 5,000.,000 XOCCUR VGFX001608 03/01/2022 07/01/2023 EACH OCCURRENCE $ 5 000,I000 DED RETENTION$ $. WORKERS COMPENSATION C' AND EMPLOYERS'LIABILITY YIN N/A ACPWCF3100187993 107/14/2022 07/14/2023 X PTpR„TI�1T ER H '000 ... EACH DENT $ OFFICER/MEMBERANY /EXCLUE ECUTIVE Y E L.DISEASE EMP $ 1,000,000 (Mandatory in NH) ❑ LOYE5 If yes,describe under E.L,.DISEASE-POLIO1,000,000 } a......... DESCRIPTION OF OPERATIONS below Y LIMIT $ 1 000 000 D Excess Limit 1002433 03/01/2022 07/01/2023 Aggregate 5,000,000 E Prof/Poll Liab, CON1483398 03/01/2022 07/01/2023 Aggregate 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder is listed as additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971-0959 YY1� Y1 (LAM) ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LAM on 07/12/2022 at 12:56PM A 50 - ENERGY CODE NOTES GENERAL CONSTRUCTION NOTES �z?/�A PROJECT NAME/LOCATION: SECTION R502 ADDITIONS ALL WORK TO CONFORM TO: 13. All habitable rooms shall be provided with aggregate glazing area FASTENING SCHEDULE of not less 8 percent of the floor area of that room,and the minimum BASED ON TABLE R602.3 (1)2020 NYS-RC NAILING SCHEDULE PROPOSED ADDITION R502.1 General. Additions to an existing building, building system or portion thereof shall 1. 2020 NEW YORK STATE RESIDENTIAL CODE (1st PRINTING, NOVEMBER 2019) openable area to the outdoors shall be 4 percent of the floor area being conform to the provisions of this code as those provisions relate to new cons ventilated. Refer to 2020 NYS-RC Residential Code section R303 DESCRIPTION ruction 2020 NEW YORK STATE EXISTING BUILDING CODE (1st PRINTING, NOVEMBER 2019) NUMBER AND TYP SPACING AND KRUPNICK R without requiring the unaltered portion of the existing building or building system to comply 2020 NEW YORK STATE FIRE CODE OF FASTENER Loc,aTloN with this code. Additions shall not create an unsafe or hazardous condition or overload 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 14. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per existing building systems. An addition shall be deemed to comply with this code where the 2020 NEW YORK STATE EXISTING BUILDING CODE the 2020 NYS-RC Section R314 and NFPA 72 . Shall be provided in each sleeping Room, ITEM ROOF FRAMING 1130 LITTLE PECON I C BAY ROAD outside of each separate sleeping area in the immediate vicinity of the bedroom addition alone complies, where the existing building and addition comply with this code as a 2020 NEW YORK STATE PLUMBING CODE and on each story of the dwelling, including basement and cellars and not less than IBLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d Box (2-1/2")OR EACH RAFTER,TOENAIL CUTCHOG U E, NY 11935 single building, or where the building with the addition does not use more energy than the 2020 NEW YORK STATE MECHANICAL CODE 3 feet from the bathroom doorcontaining a bathtub or shower. Alarms shall be 3-8a COMMON existingbuilding. Additions shall be in accordance with Section R502.1.1 or R502.1.2. 2020 NEW YORK STATE FUEL GAS CODE interconnected and hard-wired to a commercial source. 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR g' 3-8d COMMON EACH JOIST,TOE NAIL 2020 NEW YORK STATE PROPERTY MAINTENANCE CODE WHENEVER an alteration,addition,or conversion is made to an Existing CEILING JOISTS NOT ATTACHED TO PARALLEL TOWN OF SOUTHOLD 502.1.1 Prescriptive compliance. Additions shall comply with Sections R502.1.1.1 through ANSI /ASHRAE /IES STANDARD 90.1-2016 (I-P EDITION) Residence,the smoke detection system of the ENTIRE residence must be 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP brow ht u P to code hard-wired and interconnected. 4 CEILING JOISTS ATTACHED TO PARALLEL TABLE R802.5.1 R502.1.1.4. ICC ANSI A117.1 2009 g ' RAFTER HEEL JOINT (9) EACH LAP ARCHITECT: COLLAR TIES 4-10d BOX (3") OR 15. Carbon Monoxide Alarms: Shall be provided in accordance with Section R315 5 OR 1-114"X 20 a RIDGE STRAP 3.10d COMMON T- FACE NAIL TO EACH RAFTER :.,\ ...: \\,. [NY] R502.1.1.1 Building envelope. New building envelope assemblies that are parr of the P addition shall comply with Sections R402.1, R402.2, R402.3.1 through R402.3.5. ALL CODES shall supercede the drawings and shall be incorporated into the of the 2020 NYS-FC. 6 ;; P Y 9 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND L; drawings WHETHER they are indicated on the Plans or NOT. Shall be Installed outside of each separate sleeping area in the immediate . �\ 40 4.10d BOX 1 TOE NAILS ON OPPOSITE SIDE vicinity of the bedrooms. combination carbon monoxide and smoke alarms OF EACH RAFTER OR TRUSS \gym Exception: Where unconditioned space is changed to conditioned space, the building la . Additions,Alterations&Renovations: shall conform with Appendix J of the 2020 NYS-RC shall be permitted in lieu of carbon monoxide alarms. envelope of the addition shall comply where the Total UA, as determined in Section R402.1.5, 'H' ILI P P y Lk 4-16d OR 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP TOE NAIL \ ` ` ` ! \6 of the existing building and the addition, and any alterations that are part of the project, is All CO alarms shall be connected to the lighting circuit with no intervening wall 3-10d COMMON �� ..�•':�� ::. less than or equal to the Total UA generated for the existing building. 2. Written Dimensions take precedence over scaled dimensions switch with battery back-up. Battery-powered alarms are not allowed. 3-16d BOX OR- ARCHITECTURAL COLPL 2.16d COMMON END NAIL R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are 3. The contractor prior to the start of construction shall verify all 16. WALL BRACING: Buildings shall be braced in accordance with 2020 NYS-RC WALL FRAMING 687 OLD WILLETS PATH part of the addition shall comply with Section R403. dimensions,existing or new and be responsible for field fit. section R602.10.4.2 Continuous sheathing method. HAUPPAUGE • NEW YORK • 11788 End conditions for braced wall lines for the continuous sheathing shall conform $ STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON Exception: Where ducts from an existing heating and cooling system are extended to an 4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, to Figure R602.10.7. Braced wall panel connections (3.5"x0.162") 24"O.C.FACE NAIL 631.793.9684 p 9 g g y 9 STUD SE STUD AND ABUTTING STUDS AT (3- BOX 16"O.C. FACE NAIL rkent.tkac@gmail.cOm addition, duct systems with less than 40 linear feet(12.19 m) in unconditioned spaces shall shall be installed in accordance under latest State approved Building Codes. shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" not be required to be tested in accordance with Section R403.3.3. R502.1.1.3 Service hot All systems are to be designed, installed, &specified by the general contractors; HVAC, 10 BUILT-UP HEADER 16d COMMON 1s"O.C. FACE NAIL ALONG EDGES water systems. New service electrical or plumbing sub-contractors. 17. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be - (3-1/2"x 0.162") Electrical certificates are to be provided the electrical contractor. provided to transmit the applicable uplift forces in section R80211.1 from the 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-112"X0.113") TOE NAIL hot water systems that etre part of the addition shall comply with Section R403.5. roof assembly to the foundation. OR 4-8d COMMON 5. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL R502.1.1.4 Lighting. New lighting systems that are Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 6 18. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 2-16 part of the addition shall comply with Section R404.1. Min. Fb for dimensional lumber=850 psi. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified SIESMIC BRACED WALL LINE SPACING<25' 1COMMON OR FACE NAIL ON EACH SIDE END Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. as per Table R905.2.4.1 of the 2020 NYS-RCResidential Code. 13 2-1sa Box JOIST)MIN 24"LAP SPLICEE LENGTH) SECTION R503 ALTERATIONS Including but no tlimited to: Deck Framing, Posts, Headers, Girders&Ledgers. Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END copper roofing nails, minimum 12 gage shank with a minimum- SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) R503.1 General.Alterations to any building or structure shall comply with the requirements of the code 6. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 318"inch diameter head. The fasteners shall penetrate through the roof sheathing 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL for new construction.Alterations shall be such that the existing building or structure is not less a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D and comply with ASTM F 1667.Minimum number of fasteners as per manufacturer OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL i 4 hper strip.t l t bnot than l t l i taness see . u conforming to the provisions of this code than the existing building or structure was prior to the or s 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL alteration. b.) Use Copper flashing Only against ACQ Lumber Sill Plates OR BLOCKING (AT BRACED WALL PANELS) 2.16d COMMON 2 EACH 16"O.C.FACE NAIL c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc 19. Flame Spread Index: R302.9 shall be Hot-Dipped Galvanized or Stainless Steel. wall and ceiling finishes shall have a flame spread index<_200 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL Alterations to an existing building, building system or portion thereof shall conform to the provisions of Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies 2-16d COMMON this code as they relate to new construction without requiring the unaltered 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam,etc"shall be &attics shall have a flame spread index:5 25 3-10d BOX portions of the existing building or building system to comply with this code.Alterations shall not create 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 2-16d COMMON an unsafe or hazardous condition or overload existing building systems.Alterations shall be such that Framing connectors,Allowable Hole diagrams,specifications,etc. &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 the existing building or structure does not use more energy than the existing building or "Micro-Lam" Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi wall and ceiling finishes hava a smoke-developed index <_450 1$ 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL 9 P P 2-8d COMMON structure prior to the alteration.Alterations to existing buildings shall comply with Sections R503.1.1 "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies through R503.2. "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi 20. NEW Construction 1 Additions&Alterations: [NY] R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall 10. R310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, It shall be the responsibility of the General contractor or his subcontractors to submit each sleeping rooms in basement, habitable attics, and every sleeping room in detail the design, calculations,drawings,written statements of the mechanical, comply with Section R402.'1.2 or R402.1.4,Sections R402.2.1 through R402.2.13, R402.3.1, R402.3.2, shall have at least ONE operable emergency escape opening as follows: air conditioning,ventilation.heating systems(new,existing or upgraded) SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND R402.4.3 and R402.4.5. Sill height of not more than 44 inches above finished floor. stamped by a professional engineer if required by the Owner or Building Dept. PARTICLE BOARD WALL SHEATHING TO FRAMING g TABLE R602.3(1) Exception:The following alterations shall not be required to comply with the requirements for new A. Minimum net clear opening of 5.7 square feet. Except grade floor openings shall have a minimum net clearDESCRIPTION OF SPACING OF FASTENERS construction provided that the energy use of the building is not increased: NUMBER AND TYP opening of 5 square feet. TABLE R301.2.1.2 2020 NYS-RC Windborne Debris protection BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING B. Minimum net clear opening height shall be 24 inches. SUPPORTS GABLE END WALL FRAMING 1. Storm windows installed over existing fenestration. C. Minimum net clear opening width shall be 20". Fastening Schedule for wood structural panels 2. Existingceiling,wall or floor cavities exposed during construction provided that these cavities D. emergency escape and rescue openings shall be operational 30 3/8"-1/2" 6d COMMON(RO FLOOR,WALL) g 9 P g y PP Fastener PanelSpan an Panel S an PanelSpan an 8d COMMON(ROOF) 6" SEE NOTE A 6" are filled with insulation. from the inside of the room without use of keys or tools. P P p 3. Construction where the Existing roof,wall or floor cavity is not exposed. WHERE Basement contain more than one or more sleeping rooms, Type Less than less than f less than or 31 19132"-1" 8d COMMON 6" SEE NOTE A 6" feet 4. Roof re-cover. an emergency escape opening shall be provided for EACH sleeping room. equal to 4 feet equal to 6 feet equal to 8 feet 5.Roofs without insulation in the cavity and where the sheathing or insulation is exposed during Emergancy escape and rescue opening shall open directly to the outside EXCEPTION: Grade floor or BELOW grade floor openings shall have No 8 Wood screw 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 71' reroofing shall be insulated'either above or below the sheathing. based anchor with 16 inches 10 inches 8 inches j a net clear opening of not less than 5 square feet. 6. Surface-applied window-film installed on existing single pane fenestration assemblies to reduce 2 inch embedment on center on center on center 33 5/8" GYPSUM SHEATHING 1.15/8"SCREWS TYPE W or S 7" 7" solar heat gain provided that the code does not require the glazing or fenestration assembly to be 11. WINDOW FALL PROTECTION: Were the top of the sill of an operable window lenght replaced. opening is located LESS than 24 inches above the finished floor and GREATER EXTERIOR WALL WOOD STRUCTURAL PANELS b g bas 7.Alterations which replace less than 50 percent of the luminaries within a space, provided that such than 72 inches above the finished rade or other surface below on the exterior e Wood screw ed anchor with 16 inches 12 inches 9 inches TO RESIST WIND PRESSURES TABLE R602.3 (3) alterations do not increase the installed interior lighting power. of the building,the window must be provided with a window opening control device that compiles with 2020 NYS-RC R312.2.2.Window Opening Control Devices. 2 inch embedment on center on center on center R503.1.1.1 Replacement fenestration.Where some or all of an existing fenestration unit is replaced with lenght MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING a new fenestration product, including sash and glazing,the replacement fenestration unit shall meet the 12. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD applicable requirements for U-factor and SHGC as specified in Table R402.1.2.Where more than one accordance with NYS-RC R302.11 thru R302.11.2 and Draftstopping shall be a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. PANEL SPAN RATING THICKNESS SPACING EDGES FIELD replacement fenestration unit is to be installed,an area-weighted average of the U-factor, SHGC or both installed per NYS-RC R 302.12 thru R302.12.1 8d COMMON NAIL of all replacement fenestration units shall be an alternative that can be used to show compliance. b. Fasteners shall be installed at opposing ends of the wood structural panel. 1.75 INCH 24116 112" 16" O.C. 6" 12" R503.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the Fireblocking materials R302.11.1 shall be as follows: Fasteners shall be located a minimum of 1 inch from the edge of the panel. (2.5"x 0131") 1. Two-inch nominal lumber alteration shall comply with Section R403. 2. 112"gypsum board c.Anchors shall penetrate through the exterior wall covering with an embedment length of INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance not less than 2 inches into the building frame. Fasteners shall be located not less than Exception:Where ducts from an existing heating and cooling system are extended, duct systems with with the 10 foot horizontal fireblocking in walls constructed using parallel 2-112 inches from the edge of concret block or concrete. GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS less than 40 linear feet(12.19 m)in unconditioned spaces shall not be required to be tested in rows of studs or staggered studs. APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS accordance with Section R403.3.3. 4. cellulose insulation installed and tested in accordance with ASTM E 119 or THICKNESS d.Where screws are attached to masonry ormasonry/stucco,they shall be attached FRAMING SPACING NAILS scREws To WOOD FRAMING UL 263,for the specific applications using vibration-resistant anchors having a minimum ultimate withdrawal capacity of CEILING EITHER DIRECTION 16"D.C. R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall 1,500 pounds. 1/2 ]" 12" 5d COOLER NAILS ppp g WALL EITHER DIRECTION 16"O.C. comply with Section R403.:i. Draftsto in material R302.12 shall be as follows: 6" 16" In combustible construction where there is usable space both above and ,� CEILING EITHER DIRECTION 16"D.C. 7' 12" R503.1.4 Lighting. New lighting systems that are art of the alteration shall comply with Section R404.1. below the concealed space of a floor-ceiling assembly,draftstops shall be Exterior glazing in buildings located in Wood-Borne debris regions shall 5/8 WALL EITHER DIRECTION 16"D.C. 7" 12" 6d COOLER NAILS g g' g g y P P y installed so that the area of the concealed space does not exceed be protected from wind borne debris. 1,000 square feet. Draftstopping shall the concealed space into approximately Glazed opening protection shall meet the Large Missle test ASTM E 1996 TYPE"x" AT 1-7/8"LONG 6d COATED NAILS OR ,� GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. Exception:Alterations that replace less than 50 percent of the luminaires in a space, provided that such equal areas.. Draftstopping shall be provided in the following locations: and the ASTM E 1886 as modified in 2020 NYS-RC section 301.2.1.2.1 5i8 BENEATH SCREWS SHALL COMPLY WITH alterations do not increase the installed interior lighting power. 1. Ceiling is suspended under floor framing. Garage door glazed opening protection for wind borne debris shall meet HABITABLE ROOMS IRC SECTION R702.3.5.1 2. Floor framing is constructed of truss-type open-web or perforated members. ANSI/DASMA 115. Areas within hurricane prone regions: R503.2 Change in space conditioning.Any nonconditioned or low-energy space that is altered to become (1). within 1 mile of the coastal high water line were the ultimate design A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE conditioned space shall be required to be brought into full compliance with this code. Wind speed is 130 miles per hour or END WALL FRAMING SHALL BE SPACED 6"O.C.. (2). In areas where the ultimte wind design tspeed is 140 MPH or greater. A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO A. EXCEPTION: GABLE END WALL FRAMING Wood Structural panels with a minimum of thickness of 7116 inch ISSUE FOR PERMIT 2022.07.07 6" DIAMETER and a maximums REVISION: DATE: I� � 2020 NYS-RC TABLE 802.11 pan of 8 feet shall be permitted for opening RAFTER UPLIFT CONNECTION FROM WIND protection. Panels shall be precut&predrilled to cover the glazed openings with attachment hardware provided in the table below. ` RAFTER ROOF EXPOSURE C Label all panels and store in a clean dry area of the house. 2020 NYS-RC TABLE R802.5.2 MIN. UNIFORMLY DISTRIBUTED LOADS SEAL: ' �,: ONSTRUCTION TYPE SPACING SPAN Attachments shall be provided in accordance with the table RAFTERICEILING JOIST HEEL CONNECTION ED q "I", "II", "111", "IV", OR"V" (FEET) ULTIMATE WIND SPEED \ as f0110WS: USE LIVE DEAD R�D S• Cy�J• \, 130 140 RAFTER RAFTER GROUND SNOW:20 PSF LOAD LOAD C? /r �..`, ROOF PITCH _ ROOF PITCH SLOPE SPACING W F� REFLECTIVE RED ROOF SPAN Uninhabitable attics without storage 10 PANTONE#187 <5:12 2:512 <5:12 i'5:12 9 Uninhabitable attics with limited storage 20 10 ' ALLOWABLE DEFELECTION OF ALLOWABLE 9 214 201 263 247 12 FT 20 FT 28 FT 36 FT x 16"O.C. 12 STRUCTURAL MEMBERS DEFLECTION Habitable attics&attics served with fixed stair 30 10 OR112" structural plywood \ IF 16"O.C. 18 277 259 342 322 Rafters having slopes greater than 3112 with NUMBER OF 16D COMMON NAILS 027892 p y REFLECTIVE ., Balconies exterior and decks „ no finished ceiling attached to rafters U180 (exterior) 40 10 Panel, Attached to WHITE FIELD \\ 16"O.C. 24 340 318 422 396 3:12 16"O.C. 5 8 10 13 OF NE`s Frame in accordance Interior walls and partitions Fire escapes with Table R301.2.1.2 DESIGNATION FOR STRUCTURAL \ rs '` 16"O.C. 28 348 358 476 446 H/180 40 20 4:12 16"O.C. 4 6 8 10 Guards and Handrails 200 u3so DRAWING TITLE: COMPONENTS THAT ARE OF International Residential TRUSS TYPE CONSTRUCTION -� �- 16"O.C. 32 427 398 529 496 All other structural memebers 5:12 16"O.C. 3 5 6 8 Guard in-fill components 50 code of NYS "F" FLOOR FRAMING INCLUDING 16"O.C. 36 U240 SCHEDULES GENE R 469 438 538 547 A L 7:12 16 O.C. 3 4 5 6 passenger GIRDERS AND BEAMS 1/2" Exterior walls with stucco finish p ger vehicle garages 50 H/360 STROKE 16"O.C. 42 535 499 664 622NOTES UPLIFT CONNECTION "R" ROOF FRAMING Exterior walls-wind loads/brittle finishes U240 9:12 16"O.C. 3 4 4 5 Rooms other than sleeping rooms 40 10 16"O.C. 48 599 559 745 697 Exterior walls-windloadsexible finishes 12:12 16"O.C. 3 3 4 4 Sleeping rooms 30 10 DETAILS UItimate Wind UNIT FR" FLOOR AND ROOF FRAMING Stairs 40 20 Speed < 140 MPH UNDER SECTION 602 OF THE BCNYS L=span length,H=span height THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS Roof 20 20 TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LOCATED HIGHER IN THE ATTIC THE HEEL JOINT DATE: DRAWING NO.: NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD CONNECTION SHALL BE INCREASED AS FOLLOWS: 2022.06.01 WIND DESIGN SUBJECT TO DAMAGE FROM Applicant shall provide engineered wood placard GROUND* H C / H r HEEL JOINT AJDUSTMENT FACTOR PLYWOOD STORM PANEL on or adjacent to electrical meter box for field inspection. WIND SNOW SPEED TOPOGRAPHIC SPECIAL BORNE WIND SIESMIC FROST WINTER ICE SHIELD AIR MEAN SHUTTER DETAIL Residential structures with Truss type construction, LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE DESIGN UNDERLREQUIRED FLOOD FREEZING ANNUAL 1 / 3 1.5 DRAWN BY: Pre-Engineered Wood Construction And/or Timber Construction REGION ZONE CATEGORY CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP RK/BMF Refer to General Notes for Panel 1 /4 1.33 for new dwelling and/or any addition,alteration M MODERATE fastener requirements. a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 20 LBS <_140 NO NO YES B B SEVERE X-0'" TO HEAVY 15 YES YES 1500 or less 52.2 1 / 5 1.25 Al shall be affixed on or adjacent to any electric box attached to the exterior 1 /6 1.20 PROJECT NO.: of the structure for field inspection M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 22.43 *GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) PROJECT NAME/LOCATION: PROPOSED ADDITION TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED ---------- KRUPNICK RESIDENCE METHOD CS-GB: TABLE R602.3(1)& CONT.IN000S RIM ADDITIONAL FRAMING FULL HEIGHT BLACKING 1130 LITTLE PECON IC BAY ROAD R602.10.3(3)GYP.BD FASTENING. OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG 4"OC AT THE PANEL EDGES,INCLUDING BRACED WALL PANEL BRACED WALL PANEL C UTCH OG U E, NY 11935 TOP AND BOTTOM PLATES AND ALL HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) 2-16d NAILS EACH SIDE SCREWS(1 5/8"TYPE W ORS) METHOD CS-WSP: TOWN OF SOUTHOLD AS PER TABLE R602.3(3) EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER ARCHITECT: (0.131 X 2.5"LONG) BRACED WALL PANEL AT 6"O.C.ON EDGE AND 12" O.C. `" . . 01 I— BRACED WALL PANEL INTERIOR FINISH: �:' IN FIELD BRACED WALL PANEL : ` I BRACED WALL PANEL BRACED WALL PANEL .,: \, 2 SHALL BE MIN. 1/2"GYP.BD FASTENED \\ \ 3-16d 16"OC ALONG \� v\ C� WITH NAILS OR SCREWS IN ACCORDANCE o@ o ; \` W WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH L` = TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER SHEATHING J PCN!T C -URALCOLLABORATIVE, Fel C J CONTINUOUS RIM OR 687 OLD WILL ALL HORIZONTAL PANEL JOINTS END JOIST a ETS PATH SHALL OCCUR OVER AND BE 4-4 Ld NAILED TO COMMON FRAMING HAUPPAUGE • NEW YORK • 11788 OR BLOCKING WITH WITH PANEL 2-16d NAILS EACH SIDE EDGE-NAILING IN ACCORDANCE 631.793.9684 INTERIO . �– WITH THE IRC SECTION R602.10.10 SPACING ADDITIONAL FRAMING \--FULL MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL 2 X BOTTOM PLATE EDGE SPACING -6" FIGURE.R602.10.8(l) BRACED WALL PANEL CONNECTION WHEN ._. PERPENDICULAR TO FLOOR/CEILING FRAMING FASTENING REQUIREMENTS FOR BRACED WALL PANEL AS PER �I TABLE R602.3.(3) 2 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602.10.6.4 Simpson - H2A Stud To Rafter Connector _ �'�` °` `��_ Were the distance is SIMPSON H2A TOP PLATE between 9-1/4"to 15-1/4" at each Rafter. With Typical Metal WINDOW HDR provide blocking @ 5 8d x 1-1/2" nails In Rafter braced wall panels O 4 Ft Perimeter Strapping (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field at Openings (V STUD Horizontallyattached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing BORED HOLE MAX. plywood sheathing DIAMETER 40% shall have Solid Blocking Schedule Dwg-1 (PERCENT)OF o @ all Plywood Joints STUD DEPTH SIMPSON H2A 5/8"MIN. 5/8"MIN. TO EDGE TO EDGE Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil rafters attached to top (5)8d x 1-1/2"nails in Rafter Strap with (5)-8d common nails NOTCH MUST NOT o EXCEED?5 /o plate with 8d nails @ 6"o.c. (2)8d x 1-1/2" nails in plate d t k h tjack sus d en . catch(PERCENT)OF along length of braced wall (5)8d x 1-1/2"nails in Stud in each plans Look Out Blocks STUD DE=PTH Comer ns panel. and window or door Header. Refer to plans p Less than for locations IF HOLE IS BETWEEN if required Typical each side and ALL or Equal Gable End Wall 40%(PERCENT)AND windows and doors. BORED HOLES SHALL 60%(PERCENT)OF to 12" NOT BE LOCATED IN STUD DEPTH THEN RIM JOIST BLOCKING BETWEEN RAFTERS.@ BRACED WALL PANELS THE SAME CROSS STUD MUST BE DOUBLE SECTION OF THE CUT NO MORE THAN TWO NYS-RC 602.10.8.2 (1) NTS RAFTER-TO-STUD_CONNECTOR_ _&_ OR NOTCH IN STUD SARE DOUBLED UCCESSIVE STUDS Sill Strapping JACK.STUDS_TO HEADER_TIE RAKE OVERHANG_ _LIMITS - LOOKOUT BLOCKS AND SO BORED See details on this page. TYPICAL ELEVATION NTS NITS FIGURE R602.2.3(1) WALL TO HEADER STRAPPING NYS-RC FIGURE R602.6(1)NOTCHING AND NOTE; 8d COMMON NAILS ARE 4 BORED HOLE LIMITATIONS FOR EXTERIOR 5 N.T.S. 6 7 2.1/2" LONG WALLS AND BEARING WALLS 1-1/4" gals. x 20 gage coil strap with (5) 8d common " nails in each end at each rafter. TOP PLATES 1CLEAR SPACE FORLENGTH AIR VENTILATION TYP. ROOF CONST. EXTERIOR OR 12" Min Roof underlayment PROVIDE@STRUCTURAL RIDGES BEARING WALL Each Rafter on Each side BORED HOLE MAX. STUD sealed to drip edge 2 x CJ W/ INSULATION DIAMETER 60% of Ridge to have a (PERCENT)OF STUD AS PER DRAWINGS NOTCH GREATER Simpson LSIJ skewable hanger DEPTH i THAN 50 CLEAR OR HERS RATER 5/8"MIN. /8"MIN. (PERCENT)OF TO EDGE TO EDGE PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE S Typ Fascia/ METAL TIE FASTENED ACROSS AND Soffit see SEALANT \ NOTCH MUST NOT TO THE PLATE AT EACH OF THE �� NOTCH WITH 8-10D NAILS EACH SIDE Use 1-1/4 Metal Const. Dwgs EXCEED T)% o Coil Strap 20 Gage (PERCENT)OF STUD DEPTH 0 12" Min (5) 8d common nails BORED HOLES SHALLTOP PLATES 0 I in EACH END at THOT BE LOCATED ESAME CROSS IN PIPE /y EACH Stud. Typ. Exterior wall OR NOTCH IN ST CUT 8d @ 6" oc Along See Const. Dw S OR NOTCH IN STUD FIGURE R602.6.1 Braced Wall Panel g TOP PLATE FRAMING TO ACCOMMADATE PIPING FIGURE R602.10.8(1) RAFTER INUSLATION AT_R_ A_FTERS RAFTER TO RIDGE STRAP NYS-RC 802.3 WALL TO WALL STRAP WITH -BATT INSULATION IN LIEU OF RIDGE STRAPS FIGURE R602.2.3(2) PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. IRC FIGURE R602.6(2)NOTCHING AND NTS ISSUE FOR PERMIT 2022.07.07 LOCATED IN THE UPPER THIRD BORED HOLE LIMITATIONS FOR INTERIOR NON-BEARING WALLS OF THE ATTIC SPACE AND ATTACHED 13 REVISION: DATE: TO THE RAFTERS WITH 4-8D NAILS 10 1 1 12 EACH END SEAL: ?,,ED ARc'yi lll� r +� CONTINUOUS BEAD o <• ��i �atlj r 0 OF SEALANT r 0 27692 �o SUI3FLOOR GLUED,CAULKED OR GASKETED TO RIM JOIST/RIM CLOSURE DRAWING TITLE: SEALANT HOLDOWNS STRAPPING ° ° SILL PLATE INSTALLED DETAILS OVER GASKER SILL DOUBLE SEALANT STUD AT TIE SIMPSON LFTA (DATE: DRAWING NO.: AIR BARRIER AT FOUNDATION TO BAND JOISTS WITH (16) 10D NAILS 2022.06.01 ALLOWABLE LOAD: 1,205 LBS _ TYPICAL HOLD-DOWN BETWEEN IDRAWN BY: FIRST AND SECOND FLOOR IRK/BMF N.T.S. A2 (PROJECT NO.: 14 15 16 17 18 22.43 PROJECT NAME/LOCATION: Fireplace enclosure Thin profile structural R-50 Cover Box pushes insulated to top heathing upand for out of the PROPOSED ADDITION Rigid insulation of second floor Sheet Metal Firestop Full Thick Insulation y glued together 2X ceiling joists MANUFACTURED LIGHT ENCLOSURE ceilingline Exterior Fill entire Cavity to Insulation dams KRUPNICK RESIDENCE and lay on plywood see plan w/ ATTIC INSULATION CONTINUOUS BEAD eala Sheathing subfloor CEIING FRAMING Seal joint with OF SEALANT Air Seal prevent loose-fill attic hatch - R-value Batt Insul support Non-combustable sealant Base plate insulation from 1130 LITTLE PECONIC BAY ROAD equal to the Ceiling Double Frame Attic blocking UBFLOOR GLUED,CAULKED Sealed to`' Gasket Typical insulation requirement ORGASKE?ED TO RIM floor falling through CUTCHOGUE, NY 11935 Typ q access opening Sealant or /4" structural sheathing JOIST/RIM CLOSURE access exterior adhesive Sealant wall as enclosure liner sealed SEALANT -~ solid blocking at perimeter and seams. INSTALLED ., or rigid insulation Weatherstripping eal stairs TOWN OF SOUTHOLD P SILL PLATE INS 1 min Rigid sealed around Panel Sealant r OVER GASKER SILL ` frame gap \ Pre-Fab Fireplace Insulation. Air four edges Pull-down ARCHITECT: EXPANDING FOAM SEALANT SEALANT Sealed at perimeter staircase with caulk Casings 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers or foam C3 F", I RECESSED LIGHTING FIXTURE specs for installation manual finish w/ soffit material \\� 1 1x2 Stop Board DRYWALL CEILING ;. . ,H � 112" plywood Typical foundation &framing FTSTOP DETAIL �. UFACTURED_ Y DRA @ \a" ; NG AT PREMAN PULL-DOWN STAIRCASE " : attic hatch AIR SEALING See architectural plans ED FLOORS CANTILEVER ::: : (see plan for size) RECESSED LIGHTING FIXTURE INSULATION AND WEATHERSTRIPPING �\ AN a DETAIL T FOUNDATION \� � � � � � \�\�'... L ANT AT AIR BARRIER A \ AIR SEAL DETAIL @ PREFAP FIREPLACE TO BAND JOISTS �\ I Baltic Door Energy Conservation Productsg T , ,� ,.,..,.", ��\� Ai�t� �il !\Lr 1 lf �_ lrOI �� 1 t��TIVt,.., PLLC BATHTUB ATTIC HATCH_DETAIL 25x54 Attic Pull Down stair Ladder Cover, `�,. � � This detail is for weatherstripping and draft sealing, NTS 687 OLD WI LLETS PATH It is not to be used as a guide for fireplace installation. R 50 Insulation Stair C ver Refer to Manufacturer for installation manual. HAUPPAUGE • NEWYORK • 11788 114 631.793.9684 Eave baffle installed SECTION 8403 SYSTEMS ,., �� ail.com OPE adjacent to soffit and cave , �\ _DING THERMAL ENVEL � ,; `' ,, '. rkent tkac@gm r a \ . thermostat shall be provided for each separate vents. Baffle shall extend over "'`\" �.o than one the p Mandato Not less t ` \\� Controls ) "� �� ns 8403.1 (Mandatory). insulation to ensu • nts of Sect the he re uireme stat controllin the to of the attic with t thermo 9 I . The p all comply q thermostat. thermal envelope sh p y .1.1 Programmable the The building p system. 8403 g Th g heating and cooling y70 "" rima heatingor cooling system of the dwelling unit shall be capable of controlling the heating and as per chapter 11 TYP. ROOF CONST. ::: ... maintain different temperature setpoints at different times of 8402.2.3) cooling system on a daily schedule to ma p g Y li s in the building thermal envelope shall comply Section R702.7 2 X CJ W/ INSULATION �ssemb e 910. the da s Y PER DRAWINGS T Fascia/ AS P A requirements of Yp :, e shall meet the q coons 8403.3.1 a " IOU thermal envelop stalled in accordance with SeNq n criteria. The g handlers shall be In fenestration is and air ha OR HERS RATER R403 .3 Ducts. Duc �\' -� `� � � In Chapter 3. . Soffit see specified Insulation (Prescriptive). Supply and return ducts to attics shall be Timate zone p p 3.3.7. 8403.3.1 Insu through 840 \ g r and lar er and gamete Const. Dwgs s rester than Insulated to an R-value of not less than R-8 for ducts 3 inches (76 mm) in d 9 insulation R value d return ducts In other 402.1.2 re uires Insu 9 76 in diameter. Su I an spaces. Where Section R q than R-6 for ducts smaller than 3 inches ( pp Y SEALANT ,. �.:;�, . .�< � ��- p required insulation, the not less the re ?°. � �.., tlin assembly does not allow sufficient space forq " f/ce Y e roof/ceiling a � ions Ort p meter and not wall hall be R-30. hes 76 mm In diameter ON -value for such roof/ceiling assemblies s shall be Ins71 ulated to not less than R-6 for ducts 3 Inc ( ) Typ. Exterior \�\ 10 of the building 76 mm In See Cons to soffit and less than R-4.2 for ducts smaller than 3 orches ( ) g iermeable insulations in vented attics, a baffle shall be installed adjacent diameter. � `\ \ s e , e sealed. Joints and Sealing (Mandatory). Ducts air handlers and filter boxes shall b . NY 8403.3.2 Sea g ( rY) � :.., comply with [ l „,. fenestration shall p Y tial Code of New �.,•�;., ,\,;::: ..... . .,\ -.. _ : ' ' ��, live . In addition to the requirements of Section 8402, f hall comply with either the Mechanical Code of New York State or Residential o S ea p Y -. Code, as applicable. Construction .5. rk Cit Con 02.3 York State or the New Yo y V). The building thermal envelope shall be constructed to limit air leakage in RAFTER SEALING AT_ATTIC EAVE 4.1 through 8402.4.5. 8403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable al EXTERIOR WALL AIR BARRIER SEALING EXAMPLE ants of Sections R402 g carrying fluids greater than 105°F (41°C) or less than 55°F (13°C) shall be insulated to an R-value elope. The building thermal envelope shall comply with Sections R402.4.1.1 and of not less than R-3. V )ds between dissimilar materials shall allow for differential expansion and contraction. LOW DENSITY SPRAY FOAM 8403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or of the building thermal envelope as indicated in 1 able 8402.4.1.1 shall be plenums. INSULATION, R VALUE IN " \ . )m on ents 9 CE WITH ' . ACCORDANCE p � 402.4.1.1 as v "„ .. . •� ; ;; :., ,>_.. e manufacturers Instructions and the criteria Indicated In Table R Rigid Foam or hird art shall inspect R403.7 Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be HERS REPORT "" instruction. Where required by the building official, an approved t party p with ACOA Manual S based on building loads calculated In accordance with Wood Blocking " sized in accordance ipliance. ACCA Manual J or other approved heating and cooling calculation methodologies. New or as backdam TYP. ROOF CONST. �;' lin equipment shall have an efficiency rating equal to or greater than \ ` " replacement heating and coolingkk -fittin flue dampers or doors, and outdoor pcation where the equipment is installed. Roof underla ment od-burning fireplaces shall have tight g p minimum required by federal law for the geographic to q R y 2 x CJ W/ INSULATION _ d and labeled in accordance with UL 127, the q ' � built fireplaces listed sealed to drip edg � •`� AS PER DRAWINGS l-fittin doors on factory p � �••• .. •.•:. .. �:"i�`�r11`��t$7t<•?.i'.tz�,ai:1!•:.,.. �:u, i �..: "�;.., or the fireplace. HERS listed f p ERS RATER OR H hall have an air infiltration rate of not _ OWER AND LIGHTING SYSTEMS \\ t lass doors s ELECTRICAL P and sliding 4 E \ i = F: ka e. Windows, skylights g 9 SECTION R40 Typ Fascial '� � ' \ : .,,,\�,, ire foot oot Soffit see SEALANT merit Mandato Not less than 90 percent of the permanently installed 8404.1 Lighting equip (Mandatory). Const. Dwgs II be sealed to limit g g _ I envelope shall \\ \ \ \ n thermshigh-efficacy Iled in the builds p I non vented ' Recessed luminaires installed 9 lighting fixtures shall contain only - labeled as spaces. Recessed luminaires shall be IC rated and g sed and unconditionedp \\ \ \ with ASTM E283 at a \ \\�' accordance •y�,,\S �\� �,\� �\� �\ /s when tested in \ \ not greater than 2.0 cfm (0.944 L ) aged with a gasket or caulked between the \` \ isf(75 Pa). Recessed luminaires shall be se g Typ. Exterior wall \,,, \� MUMN. \ See Const. Dwgs ,\. \ �\ . , \ � or ceiling covering. e n U-factor and SHGC (Mandatory). The area-weighted average maximum fenestration eoffs from Section R402.1.5 or 8405 shall be 0.48 in Climate Zones 4 and 5 MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL--RAFTER..SEALING AT ATTIC EAVE WITH SPRAY FOAM INSULATION_ DUCT SEALING REQUIREMENTS INDOOR DESIGN HEATING ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE TABLE N1102.4.1.1 (8402.4.1.1) HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE AIR BARRIER AND INSULATION INSTALLATION° .. ... _-__-_ _ .... __----...----___ 70 DEF F 75 DEC F 55 DEG F - --�- �-��---�--" ��---�--�--�-� ��-�-�--�--- INSULATION INSTALLATION CRITERIA41 DEG N 1.00 AIR BARRIER CRITERIA 15 DEG 86 DEG �tiuuous air barrier shall be installed in Ehe building COINCIDENT WINTER SUMMER ape Air-permeable insulation shall not be used as a sealing COOLING WIND WIND DAILY APPROVED WINDOW xlt rirn thermal envelope contains a continuous air material. TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY OPENING LIMITING HEATING COOLING BULB DEVICE :s or joints in the air barrier shall be scaled. MEDIUM 40% 32 GR @ 50%RH it barrier in ary dropped ceiling or soffit shall be 11 DEG F 15 MPH 7.5 MPH 72 DEG F :d with the insulation and any naps in the air barrier The insulation in any dropped ceiling/soffit shall be a• aligned with the air harrier. FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDENTIAL BUILDING CODE TABLE 8301.2(1) ss openings,drop dotitin stairs or knee wall doors to OW nditioned aloe spaces shall be sealed. Winter Design Temp: TABLE tA1505.4 3(2) WIND Cavities within corners and headers of frame wails shall 1.Interior spaces intended for human occupancy shall be provided with an indoor temperature c insulated by completely filling the cavity with a of not less than 68°F at a point 3feet above the floor on the design heating day INTERMITTENT WHOLE-HOUSE MECHANICAL VENTIL T1tIN RATE FACTOR§a,b unction of the i'oundation and sill plate shall be sealed. material having a thermal resistance of not less than R-3 2.System design shall be based on max 72°Fheating,minimum 75°Fcooling RUN-TIME PERCENTAGE IN EACH 4 Mt7UR 2411 4"SPHERE CANNOT APPROVED WINDOW unit on of fire top plate and the top of exterior walls per inch. 3.Degree days(NY LaGuardia)4811,Winter Design Temp 15°F,Dry Bulb 89°F, 25°6 33°k 5t)°�6 6ti% 75°k 100�1a (36"IN IBC UNITS) PASSTHROUGH FALL PREVENTION be scaled. Exterior thern)al envelope insulation for framed wall, Wet Bulb 75°F(20201PC Appendix D) SEGMENT DEVICE CONFORM TO walls shall be scaled. shad be installed in substantial contact and in continuous 4.As per NYSBC 2020 Chapter 16 section 1609 and ASCE 7 2016, FINISHED FLOOR HEIGHT ASTM F 20 HEIGHT ABOVE wind exposure category and surface roughness is6 Factors 4 3 2 1.5 1.3 1.0 FINISHED FLOOR alignment with the air barrier. 5.Use C for both South Shore and Fire Island _• HEIGHT ABOVE s ra e between framing and skylights,and tile jambs of a.ror <>ri3,ilais'n systern run tame values beween those given,the factors are permitted to be 8312.2 WINDOW FALL PROTECTION DIAGRAMS FINISHED GRADE ISSUE FOR PERMIT 2�22•� p FINISHED FLOOR lows and doors,shall be sealed. determined by interpolation. Kim joists shall be insulated. TOP OF THE WINDOW SILL SHALL D/ joists shall include the air barrier. j BE A MINIMUM OF 24"ABOVE THE FINISHED REVISION: Floor framing cavity insulation shall be installed to b.Extrapolation beyond the table is prohibi c d, FLOOR AND GREATER THAN 72"ABOVE THE FINISHED maintain permanent contact with the underside of GRADE OR OTHER SURFACES BELOW ON THE FINISHED GRADE subtloor decking.Alternatively,floor framing,cavity EXTERIOR SIDE OF THE BUILDING.SHALL SEAL: BRED ARC air harrier shall be installed at any exposed edge of insulation shall be in contact with the top side of LOCAL EXHAUST RATES TABLE M1505.4. COMPLY AS FOLLOWS: sheathings or continuous insulation installed on the � �\X S. lation. underside of floor framing:and extending from the 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW bottom to the top of all perimeter floor framing AREA TO BE EXHAUSTED EXHAUST RATES A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING 8312.2.2 WINDOW OPENING CONTROL DEVICES. o TABLE 811505.4.3(1) WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH members. .----- --_-- -- �.> v'led instead of floor 1 0 CFM IMTERMITTENT OR 25 CFM CONTINUOUS CONTINUOUS Wt-IOLE•�=t;?LISE 8r1>::'lAI'�r.CAL�,'EPTII.�:`rI�+N S,�a t:t�<AtRI"LOW RATE �>tied crawls.aces shall 1)e covered Crawl space intiulatiotr,��hc.rc pin a KITCHEN 0 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION osed earth in nntict p REQUIREMENTS r s Class t vapor retarder with overlapping joint,taped. insulation,shall be permanently attached to the walls. PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO ;t shat#s unlit penetrations.and flue sharts opening to - BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM NUMBER WJE BEDROOMS FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE �-y,�, 027892 y0� p DWELLING UNIT 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW prior or nnconclitroned space shall lac sealed. TO MEET EGRESS 8310.2.1 F Batts to be installed in narrow cavities shall be cut to fit FLOOR AREA 0-1 2-3 4-5 6-7 >7 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 OF rjE� or narrow cavities shall be filled with insulation that on INTERMITTENT OR 20 CFM CONTINUOUS (square feet) installation readily conforms to file available cavity Airflow In CFM space. N1101.14 (8401.3) Certificate (Mandatory) arta <1,500 20 45 LO 75 90 DRAWING TITLE: sealing shall be provided between the garage __ AIR SEALING DETAILS sails°nes spaces. A permanent certificate shall be completed by the builder or other approved party and posted on a wall 1,501 -3,000 45 60 75 90 105 p ;esscd light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal in the space where the furnace is located, a utility room or an approved location inside the building. 'elope shall he sealed to the fit)ishca surface. envelope shall be airtight and IC rated. 3,001 _.4 500 60 75 90 105 120 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit In exterior walls,Katt insulation shall be cut neatly to fit an)uucl wiring and plumbing or insulation that on 4,501 -6,t1oo 75 90 105 120 1�s directory label, service disconnect label or other required labels. The certificate shall indicate the - installation,readil.v conforms to available space,shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components extend behind piping and wiring. 6,001 -7,500 90 105 120 135 150 such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; e air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results ,airs and tubs Shan separate the wall from the shower or i insulated. >7,500 105 120 135 15o �65 DATE: DRAWING NO.: :,5 care foot o.1g2�m',1 Cubic foot per minute-0,0004719 mal . from any required duct system and building envelope air leakage testing performed on the building. 2022.06.01 rorSi q Where there is more than one value for each component, the certificate shall indicate the value e air barrier shall be installed behind electrical and n)tTatrnicatiora loxes.Alternatively,air-scaled boxes hall --- covering the largest area. The certificate shall indicate the types and efficiencies of heating, MIL AVV& installed. - register that enetrate cooling and service water heating equipment. Where agas-fired unvented room heater, DRAWN BY: AC:supply aria return p electric furnace, or baseboard electric heater is installed in the residence, the certificate shall RK/BMF ilding thermal envelope shall be sealed to file subfloor, ill covering or ceiling penetrated by the boot. - _ indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater, " A3 here required t°be sealed,concealed fire sprinklers shall - as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, lye scaled in a manner that is recommended sprinklers by the PROJECT NO.: Iv be cafe.Caulking or other adhesive sealants shin t,ot - electric furnaces and electric baseboard heaters. 22.43 used to fill voids between fire sprinkler cover plates and ills or ceilings. _ accordance�i-ith the provisions of ICC 400. PROJECT NAME/LOCATION: PROPOSED ADDITION KRUPNICK RESIDENCE 39'-6° 1130 LITTLE PECONIC BAY ROAD CUTCHOGUE, NY 11935 TOWN OF SOUTHOLD ARCHITECT: xaa_; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� ® ® \ "\ I - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - ® I - - - - - - - - - - - - - - L J .. \. \\ \\ I I ( I I ARCHITECTURAL COLLABORATIVE, FLLLC 00 687 OLD WILLETS PATH co 0 ' ' HAUPPAUGE • NEW YORK • 11788 631.793.9684 CO I I rkent.tkac@gmail.com I I LO T I ~ U) .� r I ICDC I I I L - -J -7) I EXISTING FOUNDATION CONSTRUCTION I ! 52 o I I iAir Entrained 8 cast-in-place concrete I I X.2 0 1 I o wall on 8" X 16" cast-in-place Concrete Wall Footing. I I co W"' treated Sill Plates, Sill Seal And Termite shield & I I " ., „ 8-0 1!2 8-0 ►� 7-4 1/2 7-4 1/2 7-4 1/2 I I Anchor bolts per Foundation Plan I J I _ _ i (3)�-3/4"x 9-1/2" h�VL I �- ---------------------------------- ---- -------------------------__----------------- --------------- - _--_--_ _�=_ _--_-- _- -- = I r- ------I I L - - - -� L _ � _ J L - - - -J L - - - -� I I I I I _ I I EXIST. UNFIN. BASEMENT I I I I I I BASEMENT SLAB-4" CAST-IN-PLACE SLAB I I 1 0 O I TYP ON 6 MIL VAPOR BARRIER I I -' ON MINIMUM 4"SAND-GRAVEL GROUP 1 SOILS. I I I I I I ( I I CD (- - - - � F - -1 - - - - - - - -I I I `r I -I--- I -------�---------- - ------ _ I I O1-3/4"x 9-1/2'I LVL I I I I --I --------------- ----------------- ----------- _ _ -+==r= _ - _----- _ _ __�___ _ _--=L=----- _---_=_l I ------------------ I I I L - - -I L _ _ ,J L. -4 _ J L _ _ J I I I I � I I I I N I I I I LO 8'-0" 8'-0 1/2" 7'-0" 7'-6 3/4" 7'-6 3/4" 1 I o I I C.0 co I I I I -------- I I c) LO N 4'_0" I I I I L====___- ' � UNEXCAVATED I I I I - D o I o l F.D. I I TYPICAL GARAGE SLAB I - ---- I X.2 I zy) I O I I I I 4" CAST-IN-PLACE SLAB I -------- ' ' W LL I I I I W/6X6 V✓4.0 X W4.0 WWM I _I PITCH SLAB-1/4"FT TO I --- --- I I I I I GARAGE DOORS I I ___ -___ ' ' I L- - - - - J I -� - - CV I _ I (3--)-1--3-/4-"-x--I1/2" LVL II (0 --------------- ------- 40- ------------------------------ L---0----L---------- UF ----- 1I — — — — — I I I I I I LL � - -J L - - -J I I I I 00I I I I I I I 121-711 I 6'-0" 7'-6 3/4" 7'-6 3/4" I I I I I I (0co I I I I CO I I ~ C2 I I Z.N I I I I I I , , (n p I I - - - - - - - - - - - - - - - - II Xo I I ® ® ® ® I I WLL I I - - - - - - - - - - - - - - - - - - - , I L — _ _ _ _ _ — _ _ _ _ _ _ — _ _ _ _ J i ISSUE FOR PERMIT 2022.07.07 N I ® ® I REVISION: DATE: L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEAL: ED ARC Aa` Existing Deck structure and 7 12" Dia. Pier Footings, w/ 2x6 deck joist @ 16" oc & 2-2x8 treated girder. F 27 OF NG`i`!y0 DRAWING TITLE: EXISTING FOUNDATION PLAN 13'-5 1/2" 26-0 1/2" 39'-6" DATE: DRAWING NO.: EXISTING FOUNDATION PLAN 2022.06.01 SCALE: 1/4" = 1'-0" ON DRAWN BY: RK/BMFA4 PROJECT NO.: 22.43 Pre-Fab/ Factory Built Fireplaces PROJECT NAME/LOCATION: In accordance with 2020 RC-NYS code chapter 10, factory-built fireplace inserts shall PROPOSED ADDITION PROPOSED SECOND FLOOR DORMER ADDITION be UL listed and labeled and shall be installed in accordance with the KRUPNICKRESIDENCE conditions of the listing. Factory-Built fireplaces shall be tested in accordance 39'-6" I with UL 127. Hearths shall be installed in 1130 LITTLE PECONIC BAY ROAD accordance with the listing of the CUTCHOGUE, NY 11935 6'-0" 27'-6" 6'-0" I Fireplace & in accordance with RC-NYS code SIMPSON LFTA SIMPSON LFTA I for Hearths & Hearth extension. 39'-s° FLOOR TO FLOOR HD FLOOR TO FLOOR HD All Fireplace shall be equipped with an TOWN OF SOUTHOLD ALLOWABLE ALLOWABLE LOAD: 1205 IBS LOAD: 1205 IBS I exterior air supply. Exterior air ducts - - - - - - - - - - - - - - - - - - - - - - - - - - - - shall be UL listed. Factory Built Chimneys ---- ------------------ ARCHITECT: - N o o N NEW TW3052-3 �, I shall be in accordance with RC-NYS code chapter NEWTW30523 ---- ----- ---- 10 Section R1005 Factory Built Chimneys. ` "�� ,� 2 1-3/4"x 9-1/4" LVL (2) 1-3/4 x 9-1/4 LVL O - c 16'-3' 5-6 kK 16-3" EXISTING( )1-3/4"x11- 4"LVL CONTINUOUSEXIST.(2)1-3/4"x11-1/4"L L CONTIN USfi ` \ \ v I N J 5 1/2" 5 1/2" .__I N I v \\ K. NN - J ~ UL LISTED GAS PRE-FAB FIREPLACE 5 1/2" ARCHITECTURAL COLLABORATIVE, PLL W - I ( w C� U GLASS DOORS&RAISED CA w I Z HEARTH EXTENSION =X Z 687 OLD WILLETS PATH AS PER RESIDENTAIL �' HAUPPAUGE • NEW YORK • 11788 I � � I M CODE-CHAPTER 10 M 631.793.9684 VENT TO EXTERIOR r NEXISTING LIVING/DINING rkent.tkac@gmail.com I 04 U) � U? I o SIMPSON LFTA W r I I r EXISTING MASTER FLOOR TO FLOOR HD f-- SIMPSON LFTA M I ALLOWABLE I M BEDROOM EXISTING BEARING FLOOR TO FLOOR HD LOAD: 1205 IBS ALLOWABLE co I WALL N LOAD: 1205 IBS N co O I I EXIST.TJI 230-14"-Floor Joists 16"oc I ❑� @ EXIST.TJI 230-14"-Floor Joists @ 16"oc EXIST.CONTINUOUS BUILT UP LVL HEADER TO EXIST.CONTINUOUS BUILT UP I I I 0 REMAIN AND BE REINFORCED WITH(2) 1/2"X LVL HEADER A TOP BEARING CONFIRM EXISTING POST. 17-1/2"STEEL FLITCH PLATES. EACH SIDE. WALL TO REMAIN IN THIS I EXISTING LVL HEADER TO BE REINFORCED STANDARD STEEL PIPE REQUIRED. WITH 2 MC 13X31.8 STEEL CHANNELS. o EXISTING BEARING WALL TO BE REMOVED LOCATION I I ( ) N FROM UNDER THE HEADER N THROUGH BOLTED AT 16"O.C.STAGGERED N - - Cl) -2_ � - - _ - --- --- --- ----L_ _- --- - - - -- - - - - - - - M EXIST.(2)1-3/4"x 14"LVL FLUSH _ _ EXIST(2)1-3/4"x 14"LVL FLUSH =-- - _--- _---_---_ _---_-- --- ---_--- ---_ _--- - ----__----- -- - - -_ - _ --- - - _--- --- --- --- CONFIRM EXISTING POST. PROVIDE NEW 3"STANDARD EXIST U) STANDARD STEEL PIPE POST. END BEARING 3/4 `° BATHRM " I g v NEW POST FROM ABOVE �o REQUIRED. BEARING PLATE N fan N a to I — I J sO CONFIRM EXISTING POST. STANDARD STEEL ~ 3'_0" PIPE REQUIRED. PROVIDE TOP 3/4"BEARING 17'-5 1/2" 4'-6" 2-g EXISTI N PLATE AT WIDTH OF STEEL CHANNELS.WITH U) 2-2x10 I WALK-IN STIFFENER EACH SIDE OF BEARING. W coW I CLOSET — N LL LL EXIST.TJI 230-14"-Floor Joists @ 16"oc T-0'"' N N I — —I Q 2-2x10 SMOKE O O N S w ALARM NEW SOLAR fa �O Z SKYLIGHT ALARM co 5'-0" I ® EXISTING MASTER 3'-0" BATH 8'-0" WALL HIEGHT I -' _ _ _ EXIST FLUSH HEADER ---------- ------------ ------- -------------------- --- - _ ---------- ------------ - — - _----- - - - - - - — - - — - — - — - — - — - — - — - — - — - — - — - - ---------- — - ---- - - — - - - - — - — - o — ------------------------ --- -------- --- --- LO CD O 0 1 stack LO i EXIST i EXIST BEDROOM #3 � ' pN BEDROOM #4 I ------------ --- N EXISTING KITCHEN o 31/2"------- ' I 13'-2" I 4'-0" 20'-8" 5'-0" 15'-8" I 51/2" I 10 10 co zo N EXIST.8'-0" WALL HIEGHTI ----------- N CD N EXIST. 8 0 WALL HIEGHT 1 LO M r I O I I ,� I - U) _ - X L EXIST.TJI 230-14"-Floor Joists @ 16"oc w ---------- M s I N I I ----------- p S I ----- ---- o � � O � fan LO ----------- I ----- ----- ii \ \ ------- N EXIST. 7 II c ' `° BATH /\ ----------- 2'-6!--, N EXISTING -- ----- I ATTIQ - - 2'-6„ _ - U Cn Ico GARAGE --_ ----- I ----------- l ( l ----- ----- w 3'-0" I I I r I - I I I EXIST.TJI 230-14"-Floor Joists @ 16"oc ----- ------- ATTIC ----- ----- XIST.BRG I —--------- I I L_ I I I Ift I I 0 WALL I I ATTIC I IcO I ATTIC co TI CV I I ; 13'-0" ; 9'-0" w I I co I I I I I I o I � I I N I I I I I � o 1 1 I I N EXISTING o X I I I I I o BEDROOM #2 W I I I I I I I I N I I TW28310 I I I I I I ; , i N I 1 1 X ------------------------------------------ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I ' I I ` w ------------------- -I l— — — — — J L — — — — J ; i 9'-0"X 9'-0"HIGH(EXIST) co „ rn 13'-4 1/2" X TW28310 Tw2831004 N ISSUE FOR PERMIT 2022.07.07 1 1 I I REVISION: DATE: KEY __:�:EXI"STING_WOOD DECK- - SEAL: -- _ --AND-STAIR TO GRADE---, A EXISTING WALLS _ - \�,��RRD SRc7 71 �T NEW WALLS -- ------ ------ J \G A � ----------------------------- ---------- ------------- y4 � C_________� WALLS TO BE REMOVED --------------------------- 9'-5" 16'-7" N�9 . T 027B92 y0 26'-0" WINDOWS NEW F OF NE`N 2ND FLOOR PLAN SMOKE AND CARBON MONOXIDE ALARMS FOR Plans indicates ANDERSEN series 400 Tilit Wash 39'-6" SCALE: 1/4" - 1'-0" REPAIRS, ALTERATIONS AND ADDITIONS: Model Numbers and shall be In accordance with 2020 RC-NYS, R609 DRAWING TITLE: In accordance with RC-NYS Appendix J To be designed & installed as per manufacturers EXISTING FIRST FLOOR When repair work, alterations,interior alterations specification for 140 ultimate design wind speed EXISTING 1ST FLOOR PLAN PLAN AND PROPOSED NAME AREA and additions requiring a permit occur, and RC-NYS Table 301.2(2), 301.2(3) EXISTING Second Floor Area 1168 sq ft. the dwelling shall be provided with smoke alarms Provide HP LOW-E4 glass; U = .30, SHGC = .29 NAME AREA (EXISTING) SCALE: 1/4" = 1'-0" A SECOND FLOOR and Carbon Monoxide Alarms located as required EGRESS: shall meet RC-NYS, R 310 First Floor Area 1914 sq ftft. ADDITION PLAN NEW Second Floor Area 607 sq . for NEW DWELLINGS and shall be interconnected WINDOW FALL PROTECTION: shall meet 2020 RC-NYS, R312.2 TOTAL Seconf Floor Area 1775 sq ft. and hard wired. Substitutions made upon meeting Code. Garage Area 271 sq ft. Except as per NYS Supplement Appendix J See page one, general notes for additional DATE: DRAWING NO.: code requirements. Deck 35 sq ft. 2022.06.01 Allowable Lot Coverage 2250 sq ft DRAWN BY: 5 RK/BMF PROJECT NO.: 22.43 PROJECT NAME/LOCATION: PROPOSED ADDITION KRUPNICK RESIDENCE 12 1130 LITTLE PECONIC BAY ROAD $ PROPOSED DORMER ADDITION REFER TO PLAN CUTCHOGUE, NY 11935 AND SECTION FOR DETAILED INFORMATION - - - - - - - - - - TOWN OF SOUTHOLD ARCHITECT: 12 Nk z. \ . low ARCHITECTURAL COLLABORATIVE, PLLC w 687 OLD WILLETS PATH ow w HAUPPAUGE • NEW YORK • 11788 a - - o 631.793.9684 a o rkent.tkac@gmail.com T T T T T T T - I � a — — L 11 — — — — — — — — — — — — — — — — — — — — —� Z U) X f- w X wH LLL--j o ON GRADE TIO I I I I I I I I - RIGHT ELEVATION I I I .- I I I I I I SCALE: 1 /4" REAR ELEVATION = 1 '-0" SCALE: 1/4" = 1 '-0" 12 EXISTING CONT. RIDGE VENT PROPOSED DORMER ADDITION REFER TO PLAN $ EXISTING CONT. RIDGE VENT - AND SE=CTION FOR DETAILED INFORMATION 12 r— - - - - - - - - - - - - - - - - - - - - - - - - - I a $ 12 12 2 = 12 w z co - I co Zw o T T W z L — — — — — -- — — — — — — — — — — — — — — - - - - - - X, O - — - t– ISSUE FOR PERMIT 2022.07.07 w REVISION: DATE: — - Z 0 = SEAL: C) U � �Aqc r- Z 5 G�PRD g y�T� LU ILL) H o X N - �- w 027892 yQ� F.F. F 0NG`�� 12.0 DRAWING TITLE: L LJ Existing EXISTING AND PROPOSED rev 10.0 ELEVATIONS I I I I 1 1 I I I I 1 1 I I - I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I i I I 1 1 I I I 1 I I I I I I I I 1 I 1 � I I 1 I I I I I ` J `--� `--J `--J LEFT ELEVATION DATE: DRAWING NO.: FRONT ELEVATION 2022.06.01 SCALE: 1 /4" = 1 '-0" A AM SCALE: 1 /4" = 1 '-0" DRAWN BY: RK/BMFAb PROJECT NO.: 22.43 PROJECT NAME/LOCATION: NEW ROOF CONSTRUCTION PROPOSED ADDITION Class A Asphalt Roof Shingles w/ fasteners per manufacturer's specification KRUPNICKand RC-NYS 2020. RESIDENCE Ice & Water barrier as per RC-NYS section R905.1.2 1130 LITTLE PECON IC BAY ROAD Ice and Water Shield consisting of Exist. Continuous Ridge Vent (Note: Double underlayment is required CUTCHOGUE, NY 11935 R402.2.3 NYS-RC;EAVE BAFFLES for Roof slopes between 2 on 12 and 4 on 12) 2-layers of underlayment cemented Exist. Ridge a board SHALL BE INSTALLED IN VENTED ATTICS. p together or of a self-adhering 12 A BAFFLE SHALL BE INSTALLED Framing As per plans with 1/2exterior grade polymer modified bitumen sheet, ADJACENT TO SOFFIT AND EAVEVENTS span rated structural plywood Sheathing, TOWN OF SOUTHOLD 8 AND EXTEND GVER THE TOP OF THE Nail to framing in accordance Fastener shall extend from the eaves edge ATTIC INSULATION PROPOSED DORMER_ _ _ _ADDITION_ _ _ Schedules &Stn In per detail sheet(s). to a point at least 24 inches inside r- - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — RAFTER/CEILING JOIST HEEL , Flashin per 2020 RC-NYS R905.2.8 ( ) ARCHITECT: the EXTERIOR wall line of the Building. JOINT CONNECTION I g p Existing CT 12 SHALL BE NAILED I \\ „\ ;, TOGETHER IN ACCORDANCE I TYPICAL SOFFIT CONSTRUCTION. MATCH EXISTINGIL 2 WITH TABLE R802.5.1(9) I 12" overhangs-typical ( ) s` (SEE DWG-1 FOR TABLE) n �� , 6 Wood fascia & 6 Wood rake boards. WITH SIMPSON H2A AT EACH ! I RAFTER TO STUD. 1 �_.;:: a \• • \ :. \ Trim in aluminum or use "azek" or equal EXISTING C.J \ R-30C BATT \NSULATION TOP OF PLATE I Metal drip edge per 2020 RC-NYS R905.2.8.5 ARCHITECTURAL � �I I Fully Vented Vinyl Soffits \ VE, PLLC EXIT.CONTINUOUS BUILT UP LVL HEADER TO PLYWOOD SHEATHING I 687 OLD WILLETS PATH �� REMAIN AND BE REINFORCED WITH(2) 1/2"X TO TOP OF PLATE W/ I NEW TYPICAL EXTERIOR WALL HAUPPAUGE • NEW YORK e 11788 17-1/2"STEEL FLITCH PLATES, EACH SIDE. SIMPSON TIE TYP. EXIST.CONTINUOUS BUILT UP PORTION OF THE EXISTING BEARING WALL TO EACH END I 2x6 Doug-Fir Wood Studs @ 16�� oc. 631.793.9684 LVL HEADER A TOP BEARING BE REMOVED FROM UNDER THE HEADER. I Double top Plate and Single Sole Plate. EX. BEDROOM #3 _ WALL TO REMAIN IN THIS REFER TO PLAN"' I rkent.tkac@gmaii.com ti LOCATION I ----REMOVE EXISTING RAFTERS I 1/2 exterior Grade - Span Rated @9 0 I OPEN Continuous Structural plywood Sheathing. CID I RECREATION o, i Fastened per Fastener schedule. I SPACE � � I tyvec House Wrap or equal. R-21 BATT EXIST.ENGINEERED I INSULATION I Vinyl or Wood Siding to match existing FLOOR I EXIST SUBFLR I installed per manuf specs and IRC code. JOISTS EXISTING I Cont. load I TOP OF SUBFLOOR I path strapping installed in accordance with drawings. Provide Fire Blocking in accordance -TOP OF PLATE— — — — — — — — J with 12020 RC-NYS R302.11 & R302.11.1 and SK Draftstopping per R302.12 & R302.12.1 EXISTING FLOOR ' CONSTRUCTION SIMPSON LPT4 AT 16 INCHES TYPICAL FLOOR CONSTRUCTION ON CENTER Ii_;; ;�- � Il �_I , ❑i, I[_, ' EXISTING LVL HEADER TO BE REINFORCED 3/4" Plywood Span Rated Subfloor, WITH(2)MC 13X31.8 STEEL CHANNELS. �,; � Glued and Nailed in THROUGH BOLTED AT 16"O.C.STAGGERED _ accordance with the fastener schedule. EX. BEDROOM #2 EX. B FSM EXISTING KITCHEN 'I EXISTING o Floor joists and Bridging as per Code. J J LIVING RM r TYPICAL FOUNDATION CONSTRUCTION r CONFIRM EXISTING POST.STANDARD STEEL PIPE REQUIRED. PROVIDE TOP 3!4"BEARING Existing Refer to Foundation Plan PLATE AT WIDTH OF STEEL CHANNELS.WITH I. 1, :_ L _! STIFFENER EACH SIDE OF BEARING. F.F.* ELEV; 12.0 INSULATION SCHEDULE * .F.ELEV 12.E TOP O SUBFLOOR FInsulation requirements shall comply with the ' _ TOP OF FOUNDATION o energy efficiency requirements as per 2020 RC-NYS chapter 11 *grade EL; 10.0 a -- ' energy conservation and 2020 NYSECCC 2020. grade EL;10.0 N c se INTERIOR WALL FINISH Provide 1/2" Gypsum Wall Board on ceilings N and walls o, r d; EXISTING UNFINISHED b�e BASEMENT b`e o INSULATION SCHEDULE TOP OF BASEME T shall comply with Res-Check FOOTING insulation requirements of 2020 RC-NYS & the 2020 NYSECC. BOTTOM zt FOOTING o o Location R-value Thickness Vaulted Clg R-30c 8-1/4" Teco all joists to Hdr. *ground water elev 1.0 Exterior 2x6 walls R-21 5-1/2" SECTION - A anchor Posts to Hdr with Above grade attic walls R-15 3-1/2" Simpson post anchors. FLOOD ZONE X* All Glazing U = .30 SCGH: .6 SCALE: 1 /4" — V-011 secure posts to footing Other Specifications: with galy post anchors. p • Windows: U<_ 0.55, SHGC<_ 0.6 Refer to Details on DWG-1,2,3 • >_ 100% high efficiency lighting (LED's) • z All Energy Star appliances R403.6 Mechanical ventilation shall be provided that meets the requirements of section M403 of the NYS-MC R403.7 Heating and cooling equipment shall be sized in accordance with ACCA manual J by a /// certified third party rater. /{CREl/0— E 1EW// /7767_ / ISSUE FOR PERMIT 2022.07.07 REVISION: DATE: SEAL: aED ARC 027892 yO: F OF NES DRAWING TITLE: PROPOSED BUILDING SECTION AND NOTES DATE: DRAWING NO.: 2022.06.01 ROOF PLAN A 7 ffs SCALE: 1/8" = V-0" DRAWN BY: Es RK/BMF PROJECT NO.: 22.43