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HomeMy WebLinkAbout48398-Z r ., TOWN OF SOUTHOLD BUILDING DEPARTMENT f TOWN CLERK'S OFFICE SOUTHOLD, NY ' BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48398 Date: 10/13/2022 Permission is hereby granted to: Braverman, Alan 271 Mulberry St Apt 2D New York, NY 10012 To: Construct additions and alterations to an existing single family dwelling as applied for and per ZBA approval # 7533. At premises located at: 2700 Vanston Rd.., Cutchoq.ue SCTM # 473889 Sec/Block/Lot# 111.-5-4 mmm Pursuant to application dated 8/30/2022 and approved by the Building Inspector. .............m___ To expire on _....4/13/2024. _wwwwm mm Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $571.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $621.20 V_................— .... ............ ..... �.....W. Building Inspector 4 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) 765-95021�t�/www.southoldtownn . Y , Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO, 9f398 Building Inspector: Applications and forms must be filled out in theirentirety. Incomplete applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:04/12/2021 OWNER(S)OF PROPERTY: Name:ALAN BRAVERMAN SCTM#1000-111-05-04 Project Address:2700 VANSTON RD, CUTCHOGUE, NY 11935 Phone#: -7307 Email:abraverman@bravermancpany.com Mailing Address:271 Mulberry Street, Apt. 2D - New York, NY 10012 CONTACT PERSON: Name:see architect below Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:Frank W Uellendahl RA Mailing Address:POB 3161, Greenport, NY 11944 Phone#:531-477-3524 Email:franl .uell ndahl@ gmail.corn CONTRACTOR INFORMATION: Name: TSD Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $150 K Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? F'Yes ❑No 1 PROPERTY INFORMATION Existing use of property:RESI DENTIAL Intended use of property:RESI DENTIAL 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. lieck Box ' iii e i dl� gi The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPIICATION 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(pri; t jknk W Uellendahl RA IlAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Frank W Uellendahl being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of A el L. 20_2L Notary Public TR , E . DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW63G6900 PROPERTY...OWNER AUTHORIZATION OUALIF CD N SUFF0 COUNTY (Where the applicant is not the owner) COMMISSION EXPVRESJUNE 30,21D—sa, I, Alan Braverman residing at 271 Mulberry Street, Apt. 2D New York, NY 10012 Frank W Uellendahl, Architect mho hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 04/12/2021 Owner's Signature Date Alan Braverman Print Owner's Name 2 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson k'� f so53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento l', Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS SEP '0. TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 Sou olid Town Ck, FINDINGS,1)FLillFRA'lCiiONS`AND DETERMINATION MEETING OF SEPT MBE '. 16,. f11 IIIA F111: # 73 `~ NAME OF,APPLICANT: Alan S. Braverman ' ti 1x1 Ol'I R L CAT1 N: 2." 00 "dal stem T mmad, Cuto) gu , l 93� SC'1"M. f 1000-111-55-4 , S s ' DE1"F.RMINA�T1ON: The Zoning Bohrd°of Appeals It visited the�.laroperty under con ader tion in t "is applicatiori and determines that this review falls minder the Type II category ref the State's last of Act on , Without further steps under StQRAa S13FFOLK COUNTY ADMI 11S". TIVE CODE: This application was referred as required under the Suffolk' County AdminiXa ive&" e Sections A 14-14 to 23,and the Suffolk County Department of Plann mpg issudd ifsreply' dated June 23, 2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact, LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCR.fpTION. The subject property is a non-conforming 15,756 square foot parcel located in an R-40 Zoning District. The parcel has a triangle shape which gives it two front yards. The parcel runs 174.39 feet along Old Cove Road then curves 41.52 feet at the intersection of Old Cove Road and Vanston Road,runs 154„75 feet along Vanston Road,and then runs 167.28 feet on the South side. The parcel is improved with a two-story frame house with attached first and second floor decks, an accessory one-story frame garage, and an in-ground pool. All is shown on a survey prepared by John T. Metzger L.L.S. dated January 21, 2021. BASIS OF APPLICATION: Request for "Variances from Sections 280-124 and. the Building'Inspector's May 6, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing; single4amily dwelling at; 1) located less than the code required minimum front yard setback of 35 feet; 2) located less timan the code required minimum side yard setback of 10 feet, located at 2700 Vanston Road, Cutchogue,NY SCTM 4 1000-111-5-4. RELIEF lE IjESTEI : The applicant requests variances to make additions and alterations that will connect the accessory garage to the existing house which will result in a non-conforming front yard setback of 32 feet where town code requires front yard setbacks to be a minimum of 35 feet and a non-conforming side yard setback of 5.5 feet where town code requires a minimum side yard setback of 10 feet. Page 2, September 16,2021 #7533,Braverman SCTM No.No. 1000-111-5-4 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public bearing on this application on September 2,2021 at which time written and oral evidence were presented, Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board"finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b b I . Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes® The parcel is irregularly shaped and has two front yards which are screened from, view by mature hedgerow. The proposed additions'and alterations are all within the code conforming building envelope. The variance is needed because-the applicant is attaching an existing accessory'structure to the principle dwelling withthe proposed addition.thereby creating the non-confom in' g setback. 2. Town.Law 26 b b t er thananaefit sva ante The exm'tmn essoought by the a plicant can-not � gaa age eady lad utsirie of` act for thea licant to pursue,o g ply the permitted butilding`Ovelape. Any additions to,the accessory structure will requ the'beneft,of variance relief, Townlaw 7�b b b� variances granted herein is,mathematically,substantial,representing 45%relief fre . The in the cods + r the norm-con i side yard setback. The variance ranted herein dor the nowt- on�otmming(toot yard setback ms not inat emnatically'substantial representing 8% reliefft,6mx the code: 1-1 aiw ver, t e parcel`h s two y� p :g . g g t&ire 1niAny hon- odorruing front th and sctb«rcks in the net' [iborhood, front arks th'e,foot ra�at of the"as bu-ilt acceso am a e ill n e, a rrt chan n Town"tit r, 2677 at submnilted too suggest that , yas'iammce lit this residential y rse impact n the physic g' rb�ood.�The encs has bee community w ve �ad�ve al or ev�ronnucnt condm�t�� will ��a s'1 momu in, tlme nei hbo ap licant rust comply i g °wi with Chapter X36 of Town's Storm "' r"ater Mans' exnent Cpmle. 5 Town Law267-b 3 b . Tie difficulty has been self-created,,, The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge,^ledge, of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town ,Law26" -b-la» grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy tlae benefit of a hone office and storage space while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. I SOLUTION OF BGA In considering all of the above factors and applying the balancing test under New York'town Law 267-'B,motion was offered by Member Danles,seconded by Member planamento,and duly carried, to GRANT the variances as applied for, and shown on the site plan and architectural plans prepared by Frank W. Ullendahl,Architect dated June 15,2021. SUBJECT TO THE FOLLOWING CONDITION: 1. The au licant shall 121ant and continjously,maintain a row of evergreen trees Le land C cess or similar along the side ro est line to create rivac screeningfrom the adjacent nei lmbor. Page 3, September 16,2021 #7533,Braverman SCTM No.No. 1000-111-5-4 Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor apossible denial by the Building Department of building permit, and may require a new application and public hearing before the Zoning Board of Appea& Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations,extensions, or demolitions, are not authorized under this application when involving nonco)!,formities under the zoning code. This action does not authorize or condone any current orfulw-e Ilse, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action, In the event that this is,an approval subject to conditions, the approval shall not be deemed effective until such time that the Foregoing conditions are met; and failure to comply therewith will render this approval null and void. Pur unlit I Chapter 280-146(B, ) of the Codd tri'the Town of Soxithold'apy van ance,grapted by the oi no,null,and *qW,where a Certitf�;aie of 6,ce�p;,�C- - ,Ikcoot been 80rd'of Appeals sball,bee Y ` Ount�'C thkee, s iii mitp has A t.been filed Lith,t wh6"Sri ffOlk C.' clerk,within preetwed, anolor a subOivi Io (3),y,p a rs' 'f r-o m,'t we d e pwritten ate stich varignt wos,grontedl. eBood,of 81) ' e4is wity, upon request pr q -ioir to the date of expirAtion,grant an extension,not-to,exceed thoe Oe" (3) coxisecuto,pe -(1)year terins.' -d: Me aip 4-Dante, and Ploiunnento �Aoto qfihe Boal-d;° �Iyes-. mbe�s,W�Isman ( b � qrqon) cliff to d ' or ,arId L ] MP a 0717erl were Ahs t) rbis,R," �� s,!�iibn,%w y,adopted '3 LeElie',Kanes Weishian, Ch, airperson Approved f6r filing71 /2021 .7 Generated by REScheck-Web Software Compliance Certificate Project THE BRAVERMAN 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: 2700 VANSTON ROAD FRANK UELLENDAHL ALAN BRAVERMAN CUTCHOGUE, NY 11935 ARCHITECT OWNER Compliance: 8.10%Better ThanCodem Maximum UA: 313 Your UA: 288 Maximum SHGC: 0.40 Your SHGC: 0.31 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. 5I1al;u-on-ufo'nude poumdE!cIdfs are o'uur Iloii gu ur r":nmrmsunVn.oed liu°m the�.A cm PEN'ftiiumww:e co mpflaricelloall!:pu in REScIlluen:lk pi actii slalllm (nm...gaade asmuei nll,,Ay tln the sl!)edfunITd claunnate 70unn:must rn et U'ie rWu'u'iiirrwrn nmom agy code iiunsuupumUo n R-value and nlr:frrh oegUireyneonts, Envelopig 8ssembblkes Ceiling: Flat Ceiling or Scissor Truss 130 38.0 0.0 0.030 0.026 4 3 Ceiling 2: Flat Ceiling or Scissor Truss 115 0.0 38.0 0.025 0.026 3 3 Ceiling 1: Cathedral Ceiling 664 38.0 0.0 0.027 0.026 18 17 Wall: Wood Frame, 16" o.c. 1,170 21.0 0.0 0.057 0.060 45 48 Door 1: Solid Door(under 50%glazing) 20 0.260 0.320 5 6 Door: Glass Door(over 50%glazing) 87 0.290 0.320 25 28 SHGC: 0.32 Window:Wood Frame 42 0.290 0.320 12 13 SHGC: 0.31 Window 1: Wood Frame 58 0.290 0.320 17 19 SHGC: 0.31 Window 2: Wood Frame 170 0.280 0.320 48 54 SHGC: 0.31 Wall 2:Wood Frame, 16" o.c. 442 13.0 0.0 0.082 0.060 26 19 Door 2:Glass Door(over 50%glazing) 128 0.290 0.320 37 41 SHGC: 0.32 Floor: All-Wood joist/Truss 928 30.0 0.0 0.033 0.047 31 44 Floor 2:All-Wood joist/Truss 377 20.0 0.0 0.046 0.047 17 18 Project Title:THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 1 of 10 Compliance Statement. The proposed building design described r i c ns'stet with the building plans,specifications, and other calculations submitted with the permit application.The proposed b id s I designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mand t is listed in the REScheck Inspection Checklist. � � r /i Ngf r C1t 21 Project Title: THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 2 of 10 Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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. ..Pre-Inspection/Plan Review Plan Verified Field Verified 444 ,. .. ... "�wectiawrd a & Rei iib Value Value _ _...�. ....- _-—---- � �_... ....._m .. ._o-..� Complies?... Comments/Assumptions...... .. 103.1, Construction drawings and ❑Complies 103.2 :documentation demonstrate []Does Not [PR1]1 :,energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. _� ..... ......_ 103.1, Construction drawings and ❑Complies 103.2, documentation 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 Commercial Provisions. _ 302.1, Heating and cooling equipment is Heating: g: _ _....n ...... _......_. .... ., Heating: '❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Coolingr. Cooping: ❑Not Observable k0 Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2Medium Impact(Tier, 3 Low Impact(Tier-, _ .... Project Title: THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 3 of 10 ° 5ectlon p p mptlons & Rec�.ID.,. .. ............... Foundation Inspection � Com Iles? Comments su 303.2.1 A protective covering is installed to ❑Complies [FO1112 protect exposed exterior insulation ❑Does Not f� and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 0 Snow-and ice-melting system controls, ❑Complies (FO1212 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 jHi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 4 of10 # Framing / Rough-In Inspection Plans Verified sumptionField Value Complies?Complies? omments/As�mm ion Ses ction w. . 402.1.1, Door U-factor, U- U ❑CompIles See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable _ g ...... _........ ..... p g Not See the Envelope Assemblies 402.1.1, GlazingU-factor(area-wei hted U- U ❑Com lies 402.3.1, 'average), ❑Does table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable �. _.m.. ...... ........ ._._...._... ..... 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable _...___. ,---------_ ...... .......� �........�. 402.4.1.1 'Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable ........ _... o. o...... ,o� ..... _........ �._. 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 Js listed and labeled as meeting ❑Does Not "' AAMA/WDMA/CSA 101/i.5.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. ... .._. . �.�. . . ..., 402 ,,...... _._.� 4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter, _ ..... . ._.�.. ......ow,o ._ ..�.. ._........_.._ 403.3.2 ❑Co Ducts, air handlers and filter mplies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable __...... applicable• .............. .... _................ .. -.�,... n m 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable ......... � _............. .. 403.4 HVAC piping conveying fluids R R ❑Complies [FR17]2 above 105 °F or chilled fluids ;❑Does Not below 55°F are insulated to ?R- 3 ;❑Not Observable 403._.., ❑Not Applicable 4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not [-]Not Observable ❑Not Applicable ...,- _ .. ........ _.............. � ...... _ m�� - 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not >, ❑Not Observable ❑Not Applicabie 1 High Impact(Tier Medium ) �Impact(Tier 23 Low Impact(Tier 3) J Project Title: THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 5 of 10 �_ 9 9 p..�.. ---------- Plans Value fled FIel VertValue ed section �.. �. .. ,.... F ..o... .._...... __� �m- sumptlons " ------- 6�Re Ib ctlon Complies? Comments 03.6 Automatic or gravity dampers are ❑Complies IfRz installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: H p. m._ p ww_ _(Tier 3) 1 Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 Low lmpact(T Project Title:THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 6 of10 ._ .w.. .. CompIiesT Comm..e...n ts/Assumpt.. i onsPIanfled fled Insulation Inspection Value iaue ,. . 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402... _.... _.. _:_ ._......... .m ._m_ _ ... ... .._m. 1.1, Floor Insulation R-value. R- R ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Nat Applicable ......_ -. _.. .... _ ., ....--—....... 303.2, Floor insulation installed per ❑Complies 402.2.8 ;manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable !contact with the top side of I sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). El steel E] Steel ❑Not Applicable ........... ,•. _...._�._.._ _ . 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) !Medium Impact(Tier_2) .m 3.I Low impact(Tier 3 ). . Project Title: THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 7 of10 �._ ,., '" Section Plans Verified Field Verlfled ....... ...................... ------------ 4 .. ovisions Value Value Complies.� Comments/Assumptions final Inspection Pr........... .... .. ... .... .wn.w .... ..µ...., _ .m......... ._a. .......... ... 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel [-]Not Observable 402.2.6 ❑ [FI1]1 Not Applicable . ...........� _m.....m ,. _ _.._. .......m.. .wm,. �......... 1303.1.1.1, ":Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 2.3 V 402. � � ��..�........ ._. . ®ented attics with air permeable ❑Complies [F1122 12 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable �402.4.1,2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [ril7l' ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable ......._...�...._ .� _ __--_.� 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable ❑Not Applicable pressure differential of 0.1 inch PP 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. i ........ ._.....---- _. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. �.._.- .......-.. _........... 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable - ❑Not Applicable .......403.1.1-.._ ...-.w.. .. ..�,� u ".,. ,, .,-..a. .W....___.______....... ..� �_ Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 He.,. �,. ,".._ ...o. „. _w �a. .. . _ .:_. W at pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable .� ., WWWWW ❑Not Applicable - n .......... 403.5.1 .... Circulating service hot water ❑Complies [FI 11]2 systems have automatic or ❑Does Not accessible manual controls, ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) � 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 8 of10 # Final Inspection Provisions �PlanValuefied FieIV luefied Comphes� comments/Ass p Section p um tions 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1, ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. ....... _� ... .......... 403.5.1.1[F128]2 have water circulation systems ❑Complies a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 0�.5.1.2 E Y b ....-.. p es ......_.. ...... 9]2 comply with IEEE 515,1 or UL W ❑Do s Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. �����, 403.5.2 Demand........ ,m ._._..._._.._ �_.._._.�� an recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable ¢piping to <= 10491`. 403.5.4 Drain water heat recovery units ❑Complies 1]2 tested in accordance with CSA ❑Does Not 1355.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. ...................... 404. _ ._ .� .� ��,v wo,,�...� ................... .... .. 1 90%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable ..........................._ _ ���o.. �o�. �... ....._ -- ........ .......................... 404.1.1 Fuel gas lighting systems have j❑Complies (FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17 12 ❑Does Not ❑Not Observable ❑Not Applicable C 1�High Impact(Tier 1)�_�2" Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title: THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 9 of10 se.......�� ...._ Pla fled Flel fed Final Inspection Provisions Value Value Co mPlies? �C.�,o.mments/Assum t..i. ........... ons........ 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) g 2 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: THE BRAVERMAN RESIDENCE Report date: 08/30/22 Data filename: Page 10 of 10 r 2018 UECC Energy nr dency Certificate :41, MEMMOMMEMEMORIM Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): MICOCZEEMEOLUMM= Window 0.28 0.31 Door 0.29 0.32 Heating System: Cooling System: Water Heater: (Name: Date: Comments Assrs5oAs COMPLY WITH ALL CODES OF APPROVED AS NOTED NEW YORK STATE & TOWN CODES U,AS REQUIRED AND CO 11TIONS OF DATE B:P.# 9 g SOUTHOL OWNZBA FJ / BY NOTIFY BUILDING DEPARTME TAT / SOU OLD TOWN PLAWNG BOARD 765-1802 8 AM TO 4 PM FOR HE FOLLOWING INSPECTIONS: OUTHOLD TOWN TRUSTfM 1. FOUNDATION-TWO REQUIRED ; FOR POURED CONCRETE N.Y.S.DEC .. 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REQUIREMENTS OF THE CODES OF NEW ON LEAD CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS. SOLDER USED IN WATER SUPPLY SYSTEM CANNOT CEEO 2110 OF 1% LEAD. ELECTRICAL INSPECTION REQUIRED LUMBING ALL WING WASTE &WAT LINES NEED Ad . 'Opal TESTING BE E COVERING C ' cation Be Required. Fire separation required as per NYS Code GENERAL NOTES DESIGN CRITERIA: Z PROPOSED ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. E C E o Q TO THE ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS - 40 PSF. CODE (IBC) AND THE 2015 INTERNATIONAL ENERGY SLEEPING AREA . - 30 PSF. CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED - 130 MPH AUG 3O 2022 W 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B na ia MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE BUILDING DEPT E5 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36° / ®1N�1 UFSOL)TH©!E� LARCH STRUCTURAL GRADE #2 OR BETTER. TERMITE - MODERATE TO HEAVYDECAY - SLIGHT 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERLAYMENT REQUIRED - YES L M STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL iY PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST RESIDENCE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR 1&2- FAMILY HOUSE - PRESCRIPTNE DESIGN METHOD ® ® ® ® ® NASSAU PT. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT: 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE WINDBORNE z VERIFIED BY CONTRACTOR(S) PRIOR TO START OF DEBRIS PROTECTION SCHEDULE Z CONSTRUCTION AND ORDERING OF MATERIALS. THIS 71 ® 9 FOUNDATION HAS BEEN DESIGNED FOR A SOIL PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS o ARCHITECT BEARING CAPACITY OF TWO (2) TSF AND GRADES OF MIN 7 16 INCH ARE TO BE PROVIDED TO COVER FRANK UELLENDAHL LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THE GLAZED OPENINGS OF THE PROJECT: THESE CONDITIONS ARE MET. ALL FILL BENEATH FASTENER TYPE: 1 4" LAG SCREW BASED ANCHOR WITH EXISTING EAST ELEVATION W P.O.BOX 316 CONCRETE SLABS TO BE COMPACTED TO 95% / GREENPORT, NY 11944 RELATIVE DENSITY. 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, / TEL 631-477 8624 (/ o 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE OWNER SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER WINDOW SCHEDULE BY TRIPLE UPRIGHTS. ALL HEADERS TO BE ALAN BRAVERMAN MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 3 2700 VANSTON RD. PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 200/400 SERIES. Y CUTCHOGUE, NY 11935 8. PROVIDE FIRESTOPPING AT ALL LEVEL GLASS TO BE HIGH PERFORMANCE LOW-E GLASS 7-733 3637 PENETRATIONS SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS HARDWARE METRO COLLECTION: ANVERS, SATIN NICKEL FINISH 9. PROVIDE FLASHING AT ALL ROOF BREAKS, INTERIOR FINISH: WHITE, PRE-FINISHED Q 2 CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS EXTERIOR COLOR: WHITE AND DECKS ETC.. • TO BE TEMPERED GLASS . r 10. DO NOT SCALE DRAWINGS. P Mark Size Description Quantity 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- • A CR15 CASEMENT tempered - Bath, Stairs 2 t7 ENGINEER ARE NOT RESPONSIBLE FOR THE A CR15 CASEMENT, not Pem tempered - GARAGE 1 INSPECTION, SUPERVISION, OR ADMINISTRATION OF P ® ® ® ® ® 1 1 THIS CONSTRUCTION PROJECT. FEDERAL, STATE B NLGD50611L GLIDING PATIO DOOR - Office 1 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE C CXW14 CASEMENT - REC.Rm., Office 2 0 SHALL BE THE RESPONSIBILITY OF THE D NGLD80611L GLIDING PATIO DOOR - Vestibule 1 tit Q CONTRACTOR. E S2800-3070 THERMA-TRU ENTRY DOOR 1 ® o with (2) 2070 fixed side lights tE 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO • F WPW5662 &WRIGHT Picture Window- Rec.Rm,Office 4 � z FACILITATE CONSTRUCTION AND SHALL NOT BE -Office CONSTRUED AS A CONTRACT BETWEEN BUILDER AND G Flexifrome 66 x38 FIXED PANEL 1 OWNER. H Flexiframe 66"x21-38"- Office 1 J C16 CASEMENT - Home Office 1 PROPOSED EAST ELEVATION 0 C-41 13. THIS STRUCTURE HAS BEEN DESIGNED IN K C14 CASEMENT - REC.RM. 1 N N ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. DRAWING SCHEDULE 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL EXISTING GARAGE TO BE ATTACHED TO THE EXISTING SIINGLE FAMILY 3-BEDROOM DWELLING CHANGES PRIOR TO AND DURING CONSTRUCTION. A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES THE CONNECTING PROPOSED STRUCTURE WILL SERVE AS NEW ENTRY TO THE DWELLING 59� SCAL o6/2s/2o22 15. ELECTRICAL AND MECHANICAI COMPONENTS TO BE A-2 SfTE PLAN =Z SCALE: t/is - 1-0 DESIGNED AND SPECIFIED BY OTHERS. WITH DIRECT ACCESS TO THE WORKSHOP/GARAGE AND THE PROPOSED HOME OFFICE TITLE SHEET A-3 EXISTING 1ST FLOOR PLAN, FOUNDATION PLAN 3 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-4 PROPOSED FLOOR PLANS EXISTING UNHEATED GARAGE TO BE RENOVATED WITH NEW ROOF STRUCTURE (METAL ROOF) GENERAL NOTES INSURANCE NECESSARY TO PROTECT THE ENGINEER A-5 CROSS SECTION A-A o DESIGN CRITERIA AND OWNER. A-6 CROSS SECTION B-BMIT A DWG. NAME 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-7 CONNECTORS, CRITICAL PATH I UlLnING P PPLICATION UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-8 FRAMING NOTES, FASTENER SCHEDULE A-1 ®� DWG. NO ZONING CALCULATIONS Z PADDITION iF_ LOT AREA = ca. 15,756 SF Q TO THE ,o�oA EXIST'G BLDG. COVERAGE = ca. 1,491 SF O F� ADDED BLDG. COVERAGE = ca. 529 SF MC yQ� TOTAL BLDG. COVERAGE = ca. 2,020 SF W W ���� l�F PERCENTAGE OF COVERAGE = 12.82 % � h POOL COVERAGE Co. 580 SF ALLOWABLE BLDG. COVERAGE m R-40: 20% OF LOT AREA = ca. 3,151 SF P� RESIDENCE \O PROPOSED CONSTRUCTION = NASSAU PT. O �O • �(�� �.� I 35'_0» ® EXISTING STRUCTURE ARCHITECT 0 FRONT YARD FRANK UELLENDAHL O. P.O.BOX 316 j 9�0 SURVEY BY PECONIC SURYEYORS, PC GRTELP631'-4771ss24 I DATED: 01/21/2021 I J j OWNER ALAN BRAVERMAN ROOF RUN-OFF CALCULATION: � 2700 VANSTON RD. „ Y CUTCHOGUE, NY 11935 I ; FOR 2 OF RAIN TO BE CONTAINED ON SITE TEL- 917-733 3637 REAR YARDII TOTAL ROOF AREA : 529 SF I 100% run—off coefficient = 88 cu.ft. i iC C PROPOSED 6' DIA x4' deep DRYWELL 89 cud(c POOL I , j : y � ` �A 0 � D STEEP DRIVEWAY O� sC=L Is- . � z 1 DRYWELL M � � O m N D CATCH BASIN PROPOSED 529 SF ADDITION 6'x4' Q �� o " N SCALE: 1/16" =1'-0" o 0 SITEPLAN zW \ 1 o DATE: 08/26/2022 A Op O W SCALE: 1/16° = 1'-0° F��- � �� 32,_x» 1i�F SCTM = 1000-111 -05-04 Lw � SITE PLAN TOWN OF SOUTHOLD N 4� 57= DWG. NAME I SUFFOLK COUNTY, NEW YORK go A-2 I ®� DWG. NO r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r rrr rrr rrr rrrrrr rrr rrr rrr rrr rrr rrrrrrrr------ rrrrr Z PROPOSED rrrrrrrrrrrrrrrrrrrrr mNEW WALL Jr r r r r r r r r ADDITION EXISTING WALL rrrrrr rrrrrrrrr rrrrrr.- rrr.--.r rrrrrr rrrr. rrrrr.--.rrrrrrrrrrrrrrrrrrrrrrrrrr rrrrr � TO THE r r r r r r r r r rrr rrr rrr,--err.-rrrrrr rr rrr rrrrr r r r r r r r r r r r r r r r r WALL ABOVE rrrrr rrrrrrr �. xJ W W *GRADE 0 39.2' M W W . W ME GRADE ® 46.0' ° ! RESIDENCE EXISTING GARAGE NASSAU PT. I T/0 CONC. SLAB=44.1'I DECK o I I KITCHEN ° 0 FF=39.7' 9 o ARCHITECT FRANK UELLENDAHL P.O.BOX 316 EXISTING • GREENPORT, NY 11944 MUDROOM EXISTING TEL: 631-477 8624 0 LIVING ROOM J OWNER 0ALAN BRAVERMAN 2700 VANSTON RD. Y CUTCHOGUE, NY 11935 TEL 917-733 3637 LEE s ERS A� 1 C-3 19-0A 20'-81/2° QQ F s+ ti '9Q r - lb 8x16 VENT rrrrr---------- EXISTING FLOOR PLAN / CRAWL SPACE FOUNDATION o EXISTING FOUNDATION I �:::::::;{ N 3/4 SUBFLOOR, NAILED AND GLUED I ........ CRAWL SPACE 2x12 & 2x10 F.J. 0 16 O.C. �, R-23 STONE WOOL INSULATION FF=36.7 \ 2X6 TREATED SILL i ' 2x12 F.J. 0 16" O.C. S, 2" CONCRETE RAT SLAB ON I t......}� r o z � cl- 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL EXISTING I " '' ' ' EXISTING GARAGE FOUNDATION 8° POURED CONCRETE WALL WITH #5 VERTICAL `; I ' ' ' ` TO BE REMOVED m cn REBARS 0 24 O.C. o GARAGE SLAB ABOVE I :::::::� �, Q 1-4 X 8 POURED CONCRETE FOOTING WITH I « �}' W TTTTI 3- REBARS - 3n ABOVE BOTTOM OF FOOTING I `� o Of 0 0 1/2 X12 ANCHOR BOLTS 0 46 O.C. I L: ;::;� ___�L_LL��_ BITUMINOUS DAMPPROOFING TO GRADE I : ' — ' '� I I I T O CONC. SLAB=36.7' /, r\, o 0 0 SILL SEAL AND COPPER TERMITE SHIELD I I :i:;.:;.::.:� / FOUNDATION NOTES 7 __ ' o W DATE: 08/26/2022 • __J� / `� $GALE: 1/8' = 1'-0° Ml -- ------ STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 EXISTING READY MIX CONCRETE. 22'-1° Z FLOOR PLAN ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON EXISTING GARAGE FOUNDATION o ALL UNDIFOOTINGS ANSTURBED ID FOUNDATIONS SHALL BE FORMED. FOUNDATION PLAN NZ N FOUNDATION PLAN DWG. NAME CD U A-3 ®zo DWG. NO ® NEIN WALL ELECTRICAL LEGEND +46.0 \�lo� Z PROPOSED 0 EXISTING WALL `.\ W ADDITION • ----- HIGH HAT FIXTURE S D SMOKE DETECTOR \,�F Q TO THE WALL ABOVE UR GA OUTLET co CO DETECTOR 57\ EXTERIOR LIGHT O LED LIGHTS ___———`--- `` —45 __———___— I WALL INSULATION: R-13 �` o W I FLOOR INSULATION: R-20.3 'INSTALL NEW OVERHEAD I I ROOF INSULATION: R-38 i INSULATED 16'x8' GARAGE Doo I WITH FROSTED GLASS PANELS W \ N W jo O i L�j ; EXISTING O -------44^ GARAGE / WORKSHOP ----- RESIDENCE j J i J i T/0 F.F.=44.5' GARAGE ABOVE NASSAU PT. I X X I INSTALL TYPE I FIRE RATED DRYWALL o I ON WALLS & CEILING I 1o v. ; 3 ARCHITECT_------ 2X12 R.R. 16� d.02X10 R.R. @ 16, O.C. � FRANK UELLENDAHL I i i R-38 INSULATION P.O.BOX 316 4'-0" GREENPORT, NY 11944 I8" 4'-9 1/2" 3'-2"4 1 2" TEL 631-477 8624 13/4 HR ARE LASS I ANETL J❑ o OWNER ————— jJon ALAN BRAVERMAN 2468 , UP ,, S D I I I I I I I I I CONC. CURB t CUTCHO0 V NYON935 UP �—I +4++�II I I IITEL 917-733 3637 BATH S D I 11 -_-_- - J3 HIGH LEDEI FF=37.4 -- s ° 3" Rigid Insu (, " N C1 2X12 R.R. @ 16 O.C.w R-38 INSULATION2X10 C.J. @ 16" O.C. OIL 5'-0" 3 2 41/2" 14'-2" 4'-0" J TANK PROPOSED ' . o UP UP RECREATIONAL SHOWER PROPOSED I HOME OFFICE I & STORAGE RM 'z 4 FF=49.1' j FF=39.7' x GRATE q Iz 3 i; o Y � B F G j o 30 8 0 £ADFR YOGA MAT F m � o ❑ o 0 6 ❑ PROPOSED o __-----40 N N N ROOF DECK IN PROPOSED F g N / FCIS Z jo o VESTIBULE v o 0 0 FF=39.7' h / h +39.2' W DATE: 08/26/2022 c SCALE: 3/16" = 1'-0" �Z / PROPOSED 2ND FLOOR PLAN PROPOSED 1 ST FLOOR PLAN Y PROPOSED i FLOOR PLANS SCALE: 3/16" = 1'-0" O SCALE: 3/16" = 1'-0" o� BEDROOM s Oo KITCHEN c DWG. NAME / o FF=39.7' A-4 111 No Z PROPOSED ADDITION Q TO THE XJ W WW c (2) 1.75"x12"LVL RIDGE BEAM OVER GARAGE W HURRICANE CLIPS EACH RIDGE STRAPS SHALL BE ATTACHED ROOF CONSTRUCTION m RAFTER TO WALL STUD TO EACH PAIR OF OPPOSING RAFTERS STANDING SEAM METAL ROOFING TO MATCH DWELLING RESIDENCE EXISTING GARAGE ROOF TO BE RECONSTRUCTED INSTALLATION AS PER MANUFACTURES SPECIFICATIONS 4-0 NEW 2212 R.R. @ 16" O.C. 5/8" CDX PLYWOOD SHEATHING NASSAU PT. 2X12 ROOF RAFTERS 16" O.C. z 12 R-38 CLOSED CELL SPRAY FOAM INSULATION 3 OR HYBRID: 3" CLOSED CELL FOAM + R-23 ROXUL o 1/2" GYPSUM BOARD .. 2'-2" ROOF OVERHANG: SOFFIT AND TRIM TO BE VERSATEX o ARCHITECT FRANK UELLENDAHL 3 4 HR FIRE RESISTANT __— — — — — W P.O.BOX 316 / - - - -�.- - WALL CONSTRUCTION GREENPORT, NY 11944 GLA S PANEL g TEL 631-477 8624 I I 1/2' GYPSUM BOARD O n �d I I ................. 2"X6" @ 16 O.C. 0 I Z OWNER I I 5/8' CDX PLYWOOD SHEATHIING w AABRAVERMANWATERPROOFING MEMBRANE. BLUESKIN VP100 BYE I H NRY 2700 vANsro N RD. I I 1x8 BORAL CHANNEL SIDING CUTCHOGUE NY 11935 � TEL 917-733 3 637 DOOR TO:::::.-;:.:: ::::.:::::::;:�>;:� I I I , KILNDRIED, VERT. GRAIN, HORIZONTAL Nvii.'•i: .:w . L- _ ;;:.::.HOME OF ICE BEYOND FF=_49.1'_ _ I I APPLIED OVER MOISTURE BARRIER AND p� ,qF _ _ I I I VERTICAL LATH FOR VENTING AND DRAINAGE ��� o Z C I I I SIDING TO BE PAINTED CHARCOAL GREY OR TBD ALL 2x4 INTERIOR STUD WALLS @ 16" O.C. . GARAGE / WORKSHOP I I I BATHROOM with SOUND INSULATION FF=44.5' BEYOND ' P - - FLOOR CONSTRUCTION N ' ` - . � 7"x48" PROVENZA WATERPROOF LVP FLOORING ONUQ. 1 ` r _ _ _ I 3/4" T&G SUBFLOOR, NAILED AND GLUED I — — I 2X10 FLOOR JOISTS @ 16" O.C. O I I L — — — I _ R-23 STONE WOOL INSULATION (ROXUL) ' I s FF=39.7' FOYER BEYOND — ___ (OIL TANK I I BEYOND I I FLOOR CONSTRUCTION - GARAGE WORKSHOP R STEPPED FOUNDATION WALL I l ) I I 3/4 T&G PLYWOOD FLOOR, glued and nailed RELATING TO ACTUAL GRADE ELEVATIONS I I I " 9 � m MIN. 36" BELOW GRADEI I 2x4 FLOOR JOISTS @ 16" O.C. 2 T/0 SLAB=36.2' CRAWL SPACE UNDER FOYER _ _ — L, w/ RIGID INSULATION, E.G. R-MAX R-MATTE PLUS-3, 3" THICK; R-20.3 o N 6 MIL MEMBRANE ON CONCRETE SLAB o N IN 0 DATE: 06/26/2022 SCALE: 1/4" = 1'-0" Y CROSS SECTION o A—A CROSS SECTION A—A C�' DWG. NAME A-5 ®¢ DWG. NO Z PROPOSED ADDITION o Q TO THE �- ROOF OVERHANG AND METAL ROOF :ai i:;ss::s:::::stssi s i;;;ss;;::s t>:;;is:......::.:......:.... .::::::::.:::::::::::::::::::::::.:::::.::::::w::::;.... J TO MATCH EXT'G HOUSE J ........................................... ...:::.::::::::L.:::::::::::Y......:......::::::::::::::::.... _ xxU _' W ....:....:::r:::::::.:-::::::::.::x:...........a.... ...................................................... _ ...:::::::::................................................:. ii?iii.. :i:r..ii:i:^ ;• iii:?ii?-:wr... ::: W ::.:::::::::::::::::.::::::::.:::::.:::::.... _ ............ ................._..................... .................. _-_.. ..................................................................................................................................... _ :._c:.::::::x:::::::::c..r:::::.:.= Z .........._......................................................................................................................... _ ........................_.._..............-.. _I w ..... U :::.:::::::::n ::..................:::::::..:::::::::::::..::::::.:::.:::::::::::n.:....... .... I 17 ... ..... .....iiiii:L;iiiiiiii iiiii;;v?F:v:.?;•iii:•iii:iii?i?i'iiiiiii?iiii:i:•iiiiiiiiiCiti is�i:�ti iiiti ti i:i�ii �':iJ :•::'_:'::::•::::.•::::_'.::?:.iiii........._•:•::. — STANDING SEAM G ;:;:;;:::?;:?:;: :::;;;:;;;;:;;::;::: :- ;:;;::;:??:::•?:;;::; ;:;•:;::;;;;;:::?;:;:::..... _ (n METAL ROOFING ......................;;::;; :-:;;-;;•;:;;:;;:;;;;:;:::;;;.:;;;;;;;::;: _ :.:.:.-.::.,...::: iiii...........:. :...::.... .....::..-:.- .................................................................................... ::................. ................. :.........:.............._............. _ _ - _ N W METAL SIDING 0 MATCH = W I O D C W RESI EN E -- = - _ P O is^i U SSU P ................................................. _ Ed _ NASSAU T. i'::iiii>.^r. :�_-- :..:...:..::...:.:.: c.:.::v::::::.n.:: W --- -------- I J :::. .................................... ....... r \ O _ O u' m ARCHITECT P -a o ARAPEf N — \ FF-44.5 FRANK UELLENDAHL ---- -- --- — '- P.O.BOX 316 GO . - W -- ca = GREENPORT NY 11944 = - TEL 631-477 8624 =42 EL I . FOYERsd Z OWNER 3050 STEEL DOOR =39 7' _—————— w ALAN BRAVERMAN ' 2700 VANSTON RD. Oil Tank beyond I I I i o Y CUTCHOGUE, NY 11935 FF=37.0' CRAWL SPACE I I ;I, TEL 917-733 3637 T/0 SLAB=36.2' 'E 41 AFC ....................................... \� t •. ;;•;;:;;?:??;:;;:;:;>•_:;:. ..........................................................................................................................................................................-.................._......... .............................................. ...................................................................................................... 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NO Z PROPOSED ADDITION Q TO THE 24" s la ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE HURRICANE AP TYPICAL. _ N N a RESIDENCE RAFTER TO TOP PLATE U NASSAU PT. SIMPSON H2A HURRICAN HEADER LATERAL AND SHEAR CONNECTION CLIP NAILED. FROM PROVIDE Bd COMMONZ RAFTER TO STUD. - NAILS ® 4" D.C. AT FOR 10 Fi WALL HEIGHT o TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 6-8d COMMON NAILS (TOENAILED) REQUIRED Z 5 - 8d NAILS EACH END SHEATHING. IN EACH RAFTER AND TOP PLATE o 9 o ARCHITECT APA RATED PLYWOOD TO FRANK UELLENDAHL EXTEND TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT P.O.BOX 316 PLATE. ROOF TO WALL ps GREENPORT, W 11944 —1/4" 20 GAGE STRAP W1 FOR 20 FF ROOF SPAN TEL 631-477 8624 5 - 8d NAILS ® EACH 1 S i.FL. 6-8d COMMON NAILS IN EACH END OF o 2ND FLOOR STUD - EACH END - TYP. 1-1/4° X 20 GAGE STRAP OR HURRICANE CUP Z OWNER ( MAX. 48" 0.C, ) ALAN BRAVERMAN 2700 RD PLYWOOD SHEATHING UPLIFT STRAP CONNECTION REQUIREMENT Y CUf HOGUE,W 111935' TO OVERLAP BOX BEAMTEL• 917-733 3637 — TOP + BOTTOM. WALL TO FOUNDATION (2 1 1 4" WIDE - 20 GAGE FOR 20 FT ROOF SPAN METAL STRAPS AT DOORS FOR 6-8d COMMON NAILS IN EACH END OF '�� D c HEADER TO STUD CONNECTION 1-1/4° X 20 GAGE STRAP �� a E AND FOUNDATION TO STUD CONNECTION 1 1/4 WIDE - 20 GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT . TAL STRAP MAXIMUM: CONNECTION RESISTING LATERAL & SHEAR LOAD f ACQ SILL PLATE ST FLOOR TOP OF FOUNDATION 5/2 ANCHOR BOLT l9 MAX. 72° O.C. OR 1 1/2 ANCHOR BOLT 19 MAX. 46° O.0 ���F o _ a WRAP + NAIL STRAP SILL PLATE TO FOUNDATION ANCHOR BOLT WRAP + NAIL STRAP—\ 4 — 4d NAILS ) CONNECTION RESISTING UPLIFT s ROUND SILL PLATE AT ANCHOR BOLT R.O. FOR 15.8' SLIDING DOOR 1 1/4" WIDE — 20 GAGE o � METAL STRAP ® 48" OC. WITH TRIPLE JACK STUDS MAXIMUM ANCHOR BOLT SPACING: 72 INCHES 5 - 8d NAILS W N NAIL SHEATHING TO SILL PLATE 8d NAILS ® 4" O.C. z N CRAWL SPACE d N •d G d G M 2 x 6 ACQ SILL PLATE D• D 'D. D _. �� o (2) #4 REBARS /� i ALUMINUM TERMITE FLASHING 5/8" X 12" A.B. ® 48" OC. D D D •..d D D d n DD d n DATE: 08/26/2022 2" RIGID INSULATION w/ 3"x3"x3/16" FENDER WASHER. SCALE: N.T.S. (max. 12 from end of sill plates) o 2" CONC. SLA 8" P.C.FOUNDATION D C D ° Y CRITICAL PATH W/ 1'-4" X 8" CONT. FTG. D o CONNECTORS SECTION %;�;�; (3) #4 REBARS ° D EL`EVAT•I®N ° ' CONNECTIONS N�9 DWG. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATH �� A-' ®� Dwc. No FRAMING NOTES NAILING SCHEDULE TABLE 3.1 — WFCM Me Z PROPOSED ADDITION Joint Description Nail Sizes Nail Spacing Q TO THE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate (Toe—�Toil:��nailedj — ll Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8' Ceiling Joist to Top late n/ per joist asMIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Raer (Fa e—nailed) n�a each lap E W Ceding Joist Laps ov r Partitions Face—naii ed) n/a each lap 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter Face—nai ed) n/a per tie EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter (o —nailed 2 — 8d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter End—nai ed) 2 — 16d each end N NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING W � W 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac —nailed) 2 — 16d ' per foot WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH Top Plates at ntersection Face—nailed) 4 — 16d joints—,gach side Stud RESIDENCE TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A to Stud Face—nailed 2 — 16d MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16„ 24 o.c. o.c. along edges 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud NASSAU PT. AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud o 2 — 16d per 2x8 stud 8'-0” O.C. MIN. PROVIDE 2" SPACE FOR AIR r CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1 '2 per foot 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING o ARCHITECT stairs etc. ) OR AS NOTED ON DRAWINGS. FRANK UELLENDML Joist to Sill Top Plate or Girder (Toe—nailed) 4 — 8d per joist P.O.BOX 316 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe—nailed 2 — 8d each end GREENPORT, NY 11944 PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe—node 2 — 8d each end TEL 631-477 8624 Blockingto Sill or Top Plate ( Toe—nailed) 3 — 16d each block Ledertrip to Beam (Fac —nailed) 3 — 16d each joist 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED II Jo'is on Ledger to Beam Toe—na'i ed) 3 — 8d per joist WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist End—nailed) 3 — 16d pertoast OWNER "PECO" OR APPROVED EQUAL Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot ALAN BRAVERMAN 3 2700 VANSTON RD. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING CUTCHOGUE, NY 11935 BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 9 TEL 917-733 3637 SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4' o.c. perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" of panel2 ' o.c. interior `c�"��w o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. Diagonal„Boar,Sheathing „ �� a INTERMEDIATE. 1„ x 6 „or 1 x 8 2 — 8d per support tt� or wider 3 — 8d per support `L 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING r AND WATERPROOFING SHALL BE BY ARCHITECT. 1 Gypsum Wallboard 5d 7" edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE W AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING . 02 CONNECTORS BY "TECO" OR APPROVED EQUAL FOR Structural Panels 8d 6" edge 12" field �'fiN J CD TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE fiberboard Panels g / a " CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field 5 CONNECTIONS. 25 / 32' 8d 3" edge / 6" field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA k PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL G<rpsum Wallboard 5d 7" edge / 10" field z PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND Fardboard 8d 6' edge / 12"field g HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12 field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1: x 6" or 1" x 8" 2 — 8d per support N BEARING POINTS AT A MINIMUM. 1 x 10 or wider 3-- 8d per support o HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING RECOMMENDATIONS. o Structural Panels o 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2' DIA. 1" or less „ 8d 6; edge / 1�" field d W DATE: 08/26/2022 GALVANIZED MACHINE BOLTS @ 12 O.C.. greater than 1 10d 6 edge / 6 field Diagonal Board Sheathing =Z SCALE N.T.S. 1: x 6"„or 1” x 8" 2 — 8d per support Y FRAMING NOTES 12 12 12" .10 12 1 x 10 or wider 3 — 8d per support �o Nailing Schedule OR: TRUSSLOK CONNECTORS BY 'FastenMaster ® 16" O.C. Nailing requirements are based on wall sheathing nailed 6"on—center at the panel edge. If wall sheathing is nailed o 3 on—center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall DWG. NAME X be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 2 When wall sheathin4 is continuous over connected members , the tabulated number of nails shall be permitted to 0 16 6 be reduced to 1 — 1Tid nail per foot. �� A-8 ®� DWG. NO