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Home My WebLink About50395-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50395 Date: 3/6/2024 Permission is hereby granted to: Bertelsen, Anne ..........................................................................__....................._ _._._. ......... ..........._............................................ . 145 Founders Path ......w_wwwww... _ _._._......................... __..... . NY 11971 ..............................._.._.................._.�..H.w�wwwwwww_._.__..... Southold, ................ To, construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 145 Founders Path,wSouthold SCTM # 473889 _______ wwwww_ _.._..__.._.......___aa..................._._...._.._....w_. _ .. ....... Sec/Block/Lot# 64.-2-30 Pursuant to application dated _12/13/2023_ and approved by the Building Inspector,. To expire on _ 9/5/2025. m m Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $367.50 CO-ADDITION TO DWELLING $100.00 Total: $467.50 ................................................k. -I.-, .............. Building Inspector � « TOWN OF SOUTHOLD — BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 �q Telephone 631 765-1802 Fax 631 765-9502htt si//www.soLitholdtownriy Dov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only " w a PERMIT NO. Building lnspectop,,, __ _... " Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an ; Owner's Authorization form(Page 2)shall be completed. Date: 11 DECEMBER 2023 OWNER(S)OF PROPERTY: Name:Anne Bertelsen S CTM# 1000.64-02-30 Project Address: 145 Founders Path Southold, NY 11971 Phone#:973-272-0474 1Email:annemai@outlook.com Mailing Address:235 E 22nd Street apt. PHE New York NY 10010 CONTACT PERSON: Name:Robert 1. Brown Architect P.C. and its agents Mailing Address:205 Bay Avenue Greenport, NY 11944 Phone#:631-477-9752 Email:.info@ribrownarchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Robert I. Brown Architect P.C. and its agents Mailing Address:205 Bay Avenue Greenport, NY 11944 Phone#:631-477-9752 Email:info@ribrownarchitect.com CONTRACTOR INFORMATION: Name:. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure *Addition RAlteration ❑Repair *Demolition Estimated Cost of Project: ❑Other $ 100,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property: no Change 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. R 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 15 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): R a Sidor WAuthorized Agent ❑Owner Signature of Applicant: Date: IL WC. 2,6z3 CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York No. 01 BU6185050 SS: Qualified in Suffolk County COUNTY OF_ ) Commission Expires April 14, 20""-) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the %�� T r3 � z�` P. (Contractor, �gen � rporate 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 mC P�N1 �Jz" 20 Ln _, — Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Anne Bertelsen residing at 145111 Founders Path Southold, NY 11971 Robert I. Brown Architect P.C. and its agents _do hereby authorize . —to apply on my behalf to the Town of Southold Building Department for approval as described herein. Af2pwMai, $&Y'fe-( i 12/7/2023 Owner's Signature _ Date Anne Mai Bertelsen Print Owner's Name 2 Generated by REScheck-Web Software C�J( Compliance Gentili Project Bertelsen ADDITION MA 11 0 2024 Energy Code: 2018 IECC Location: Southold, New York -r Construction Type: Single-family . � Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 145 Founders Path Anne Bertelsen Robert I. Brown Architect P.C. Southold, NY 11971 205 Bay Avenue Greenport, NY 11944 1 631 477 9752 info@ribrownarchitect.com Compliance: 10.0%Better Than Code Maximum UA: 40 Your UA: 36 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Bettei 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. Envelope AsseLnblies Prop.Gross Area Cavity Cont. Prop. Assembly or Perimeter Ceiling: Cathedral Ceiling 212 30.0 0.0 0.034 0.026 7 6 Wall: Wood Frame, 24" D.C. 287 22.0 0.0 0.054 0.060 14 16 Door 1: Glass Door(over 50% glazing) 17 0.300 0.320 5 5 SHGC: 0.26 Window: Wood Frame 10 0.300 0.320 3 3 SHGC: 0.31 Floor: All-Wood Joist/Truss 212 30.0 0.0 0.033 0.047 7 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 REScheck Version : REScheck-Web and to comply with the Rmar�da a4 u, listed in the REScheck Inspection Checklist. Name otl � � ,... .. .. e Sign tura, - " Date 9 M ` i I ........... Project Title: Bertelsen ADDITION Report date: 03/05/24 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # Pre-Inspection/Plan Review Plans Verified Field Verified Value Value Complies?. .. Comments/Assumptions Section & Re .ID _ _ _..__.. . _. __... .. .... ...__._..,., v__. ,,,.... 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the [ Not Observable building envelope.Thermal envelope represented on ❑Not Applicable construction documents. Requirement will 1103.1, Construction03.2 docume tationrdemonsand trate �pom �i _..w._. _.._. ... ... ......._.�......_ p es be met. oes Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems ❑Not Observable ;Systems serving multiple i ❑Not Applicable dwelling units must demonstrate ' compliance with the IECC Commercial Provisions vp ww ... 9�..,��_.,„; _Heating: ❑Complies Requi........w ....._._ ....,... ... ........ 30 .t Heatin and coolin e ui ment o�„: Heatin He� rement will be met. 4037 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not l R2J on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable �y Manual J or other methods Btu/hr Btu/hr approved by the code official. Applicable Additional Comments/Assumptions: i.... 9 ...... p �.w ..... V w edium Impact(Tier 2) 3 Low Impact(Tier 3) �....,,.Hi h Im act (Tier 1) .. � M .. _..,,.,.... w _.M....._ „..._. .. .. ....M.M,... _ .... ... Project Title: Bertelsen ADDITION Report date: 03/05/24 Data filename: Page 2 of 9 ectioa� Foundation Inspection Complies' Comments/Assumptions 303.2.1 Aµ.protective covering is installed to ❑CoclliesExce tion: Requirement is n_o.t wapplicable. [FO1112 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ;❑Not Observable ;grade. j❑Not Applicable 403 .... .�..... ..... a..... ......._.. . ............�. _ .......... _ .._ _ ....�.._ __...... .... ......,. .......... ... ...... .........._.. ....._....�........... ...�_..�.. .... 9 Snow-and ice-melting system controls l MlConipli�es Exception: Requirement is not applicable, (FO1212 installed. ;❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: m act (Tier 1) 2 Medium Impact(Tier 2) 3 Low 1 Hi h l M p Impact(Tier 3) ...................... Project Title: Bertelsen ADDITION Report date: 03/05/24 Data filename: Page 3 of 9 _ ,., ... ,.. ... .__. � . , �,.., .. _..... . - Sectio_ w - , ld" "an r P]e Framing Rough-In Inspection Plans rritlr ... Cam P,. lie_s?�.a Comments/Assumptions amments/�...�-..., m.. .p_tlo".n_s Value p02. 1, GlazingU-factor(area-weighted U- U- ❑Complies see the Envelope Assemblies ... 402.3.1, 'average)„ ❑Does Not table for values, 402.3.3, ❑Not Observable 402.5 [FR2]' ❑Not Applicable �03,.��3... ,U-factors affenestratior.p... .... , ,......s equi......... nt ..l.. __. . _... .. _.. ...... .. n products ❑Complies Requirement will be met. FR4 are determined in accordance �i�/,/�i ❑Does Not with the NFRC test procedure or ' ,� ' °'; °� ��' %'' '%/��" p i �o,i� ��/�% Observable ,taken from the default table. � % /'i��;r// i/ ❑ ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier • ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. , ❑Not Observable []Not Applicable 402.... Fenestration that is not site builtNm.❑Cory lies Requirement...". ,,,, .. ...... t...... 4 3 is listed and labeled as meeting ❑Does N will be met. [FR20]1 g of AAMA/WDMA/CSA 101/I.S.2/A440 Not Observable or has infiltration rates per NFRC ' / �! �p ❑ i ri� i/i i 400 that do not exceed code %, ��; /�� ,�%��, ,,,,,;❑Not Applicable 40�2,4.5 IC--rated recessed lighting fixtures ❑www�C_o�m...,.pl_ie....s....._... Requirement will be met. ... �FRI612 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfm � ' leakage at 75 Pa. `❑Nat Observable ❑Not Applicable [ 3.3.1 Supply pated d return in attics ❑Daespies Not Requirement "_..." ............... will be met. i i >= 3 inches n diameter and >= g ❑Nat Observable R-6 where c 3 inches. Supply and �� i"S �/ i'/i� ;❑Not Applicable return ducts in other portions of !,the building insulated >= R-6 for j diameter>= 3 inches and R-4.2 for < 3 inches in diameter. [ R13] Ducts, ._w.... w °"cro alis �......,. �........ Hist...... 3 2 oxes are sea ehandlers and filter ❑C' l s Requirement will be , d with ❑Dons Not ;joints/seams compliant with ❑Not31wr1erv,rlle International Mechanical Code or ' ;International Residential Code, as applicable,,...pplicable 403.3.5 Buildin....cavities.a."_� ... .... .,_. 03. / � ]Cori lre� Requirement will ter. met. R15 ducts or plenums.re not used as i r i/ ii /p�i/ p q gg [ ]� P ms. „ i, gii/��/// Does Not iii ij/ %. p I❑Not;Observable "CNot . Applicable 403A 403AHVAC piping conveyingfluids � R 'ElC mplies Requirement will".eb.e.....met. s above _ 105 -F or chilled fluids ❑Does Not below 55 QF are insulated to >R- ❑Not Observable '.3. ❑Not Applicable 40._" �� ❑Com"..�.�.��_ ..._ w Re uirement1�e me.. . ...... t ...... 3.4.1 Protection of insulation on HVAC " " p q will . [FR24]1 piping. ! �� ❑Does Not �01\lot Observable 1 ❑Nat Applicable 03.5 Hot water pipes are insulated to R-" R LjDompNot Requirement will be .. ... . _ met. es [FR18] _R 3. []Not Observable ❑Not Applicable [ 403.6 3.6 ... utoro tic orgravity avity dampers arcs ❑CoNot Requirement will be... outdoor met. t intakes and exhausts. ❑Not Observable ❑Not Applicable _....._v (Tie 3} lµ High Impact(Tier 1) 2 Medium Impact m act (T(Tier 2} 3 Low I Project Title: Bertelsen ADDITION Report date: 03/05/24 Data filename; Page 4 of 9 _.. .a. .....Insulation Inspection Ins ec.Wtw ion...., Plans Vefed oriel Verified .Complies' ..... ,Co.m..�m. en.M.t.,.s../wA. ssump.t..io ns Rer ... Valu303.E All installed insulation is labeled ❑Com lies Requirement will be met. [IN 312 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1 1 ,Floor insulation........ aloe, .....a._ Woo . �R ❑Do splies ------- 402.1.1, ..... .1.t beetfor.�.... s m..blie ....... R-value. R- Envelope Assemblies 402.2 6d ❑ Wood values. [IN1]1 ❑ Steel ❑ Steel ❑Nat Observable ❑Not Applicable ;Floor insulation installed per ❑Complies Requirement will be met. ........ - N2 .. n2 402,2.8 manufacturers instructions and ❑Does Not [ ] in substantial contact with the ❑Nat Observable underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the rJ ,top of all perimeter floor framing members. 402.1.1, Wall insulation R value.. ........ _ uo_.... �.... ... �. ......... If this is a R- � „' R- ❑Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the E] Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall Mass ❑ Mass ❑Not Observable [I1\13]1 :exterior, the exterior insulation 0 requirement applies (FR10). Steel ❑ Steel ❑Not Applicable 303.2 .....,...Wall insulation is ms. . ,re ........ ......... _ . tailed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Nat Observable ❑Not Applicable ...._.......w..._...w............ w_�....�_....._.._...__....w .._... ..mmwW ..�..�...µ�, �,�� w..�.�....�......,_.ww..._....._..__...w_..._..�... ..... _.norm-_......�w ,_._........_.. Additional Comments/Assumptions: h Im i �g ._...pact(Tier" 1Medium Impact(Tier 2) 3 Low Impact(Tier 1 H ) Project Title: Bertelsen ADDITION Report date: 03/05/24 Data filename: Page 6 of 9 Se..#... ._ Final Ins ection Provisions mX Plans Ver fied�µ FieldXV Value Complies? ...w Comments/Assumptions..... ... ction p °. g..,.,,. ---value, R-_.,,w......., ...._ . ...,.R_- _. Complies .........,. See t e EiivelopeAss...... .�..,..... 402.1 1 Ceilin insulation R-v .."...�.�._. . _www... _.._.m &_ e Assemblies 402.2.1, E] Wood E] Wood does No values 402.2.2, E] Steel Steel [:]Not Observable 402.2.6 [Fill' ❑Not Applicable 303.2.1.1...:manufacturer'sinstructions.l der �� .w ,. �. .....M....vw_........... �uir ..............._ill b. et. - Complies Requirement will be met. Does Not [F12]1 Blown insulation marked every QNot Observable 300 ft=. �QNot Applicable 402.2.3 .Vented attics w.�.._., p..... .. ...... Y Y ... ....�,.w... Co .w. with air permeable ❑ mplies Requirement will be met" [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. =QNot Observable Applicable 402.2.4 Attic access hatch and door. R R ❑Ca pli•eisRequirement. it .. �. " q will be met. [F13]1 insulation yR-value of the ❑Does Not :adjacent assembly. , ❑Nat Observable ; ❑Not Applicable 40i 4.1.2 Blower door test @ 50 Pa. <=5 ACH 50✓ ACH 50 ........ ❑ Requirement will Complies ., a •• ~. __...._ �... .M. "...w _.. ....._..� be met. 11 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. QNot Observable ❑Not Applicable 3 determine airsuretwith ftz cfm/100 ftZ cfm/100 ❑Complies Requirement will be [F12.. 403.3.3 Ducts are pressure met. leakage ❑Does Not either: Rough-in test: Total QNot Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 .. Duct tightness ac e s result of cfm/100...... . . cfm/100... ... ._..,....._... Requirement will .. ..... 403. g e ❑Complies Requirement will be met. he system or ft2 ftz -]Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in QNObservable tests, verification may need to ❑Not t Applicable occur during Framir"M Inspection .... _.... �....... _ i ,' ❑Conm�plies.._ .... 403.3.2.1 "Air handler leakage designated "'O% '' '''' :Requirement will be met. [F124]1 by manufacturer at <=2% of ❑Does Not ,design air flow. QNot Observable Applicable .a..._ 3.1.1 Programmable thermostats ❑Cornplies Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ENot code specifications. 403.1.2 Heat pump thermostat i"nstalled � w��m ❑Co ppiehcable...._...Requirement will be met. [FI10]2 on heat pumps. ❑Does Not QNot Observable F/9/l/ 403 �........ NotAppl{cable / ❑ �.�.�""........_..... CO"m�lle.�,,......._.......". .._. .... .......... .5.1 Circulating service hot water p Requirement will be met. [FIJI]2 systems have automatic or ❑Does Not accessible manual controls. QNat Observable ❑Not Applicable 1 . _... . " 1} 2�Medium impact Tie.r 2 3 Low.I.m_ pa...c.._t_w(_T....ies 3)High Impact (Tier ._....... ...... Project Title: Bertelsen ADDITION Report date: 03/05/24 Data filename: Page 7 of 9 _ .W....... ... m ............ . ... .. _.., ... ®......._ tion Plans Verified Field Verified ,.. __ ....&.,..R.-e�g �D.w �.Final nsp Inspection i�lons Value Value o� dali. . mments/..w....5..,s_u�m,.�p.lon..s ❑Com I' s403.6.1 ;All mechanicalvenilatonytem Requirement will .. ,.._ [F125]2 ;fans not part of tested and listed CDoes Not HVAC equipment meet efficacy ;and air flow limits per Table ❑Not Observable �, J❑Not Applicable ._ _ w.. ...... . 403.2 Hot water boilers _.....u. _ .w... _...,,,w. ...... ... ._.... .__.._ ... _.... supplying heat '` ❑Complies Requirement will be met. [F[26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ]Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature, j 4035.1.1 .Heated water circulation .........vw_ � . ,w� , . .._. . n systems ❑Complies Requirement will be met.. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Nat 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 Pumps start the pump with signal ;for hot water demand within the a 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 j ❑C.. .... ._.. .... [Ft2comply with IEEE .._... �or � � � 403.5systems ompIies Requirement will be met. .5 .1.2 Electric heat trace �� ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the '. piping. 403,5.2 Demand... .._... _. ...... ........ _._.... . w ,m�...._ ............. recirculation water ❑Complies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump , ;[Not Observable and limit the temperature of the water entering the cold water ' ❑Not Applicable 403. Dram water< 104°F. 403 ]4 Drattested inter accordance recover CSA. Does OComplies y units s Requirement will be met,. Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ®Nat Applicable i ' a individual units connected to one or two showers. Potable water- % /iii side pressure loss of drain water heat recovery units < 2 psi for :o l� individual units connected to " three or more showers. [044.1 90% or more oes have high rma acytlamps ,w� V V f nW Y plies Requirement will be met. eff ❑Not Observable > ❑Not Applicable ❑Does Not ...... :Exception: Req. .......... ......_ [F0123]31 'no clontsnluoutsnp systems have ro�W �W p ip Requirement is g s ste pilot 1 le. ❑Not Observable E] Applicable �......_ . rm . ..._ ......._ . ............. e :Requirement uirement will be met. orp 401.3 Compliance certificate posted. "" '`` p q [FI7]2 ❑Does Not ❑Nat Observable 0Not Applicable ...._�.wv...M�..__.....M.m.m...__..n _.wwww..... .. ��.�.....��..,.,�,,,.,..µ�� .�,�.��_..�_ ......__... _.._..............- ... ............... .......... . _......_a..�p [....] g .�p ....( p .�..._._w. [ 1 mpact (Trey 3) 1Hi h Im act (Tier 1)"�]medium impact (Tier 2) 3 Law Impact Project Title: Bertelsen ADDITION Report date: 03/05/24 Data filename: Page 8 of 9 � Plans Verified .� Field fe Final InspectionProvisions d�. ..._ Cerpl�ies_?......m..a. m rts/A..ssum.p..... t e es Value Value StRe lr µ . ...� 0 Manufacturer manuals for Com lies Requirement will be met. [ ] mechanical and water heating ❑DoeNot ..._ systems have been provided. ;�y�i/; /,❑Not Observable ��' ° ❑Not Applicable Additional Comments/Assumptions: g p Medium Impact (Tier 2) 3 Low (Tier Impact(Tier 3) i h Impact{Tier 1) �,.�...... ... ...._ .p ... ..._........, Project Title: Bertelsen ADDITION Report date: 03/05/24 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate OCEMEMIMMEMMUMMM Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.31 Door 0.30 0.26 Heating System: Cooling System: Water Heater• Name: Date: Comments 4 i J SURVEY OF PROPERTY A T SOUTHOLD l `oma TOWN OF SOUTHOLD l SUFFOLK COUNTY, N.Y. 1000-84-W-30 S3CAL9 1'20' APRIL 2.b 2007 .;UNE 30, 2016 A XY 6, 2016(REWStONS) -^�p $. l l�'� llk 0 NQ O r .£ 018 l Vol tool Q6tF uy`j4d `01® g aN �t V/O •a Sc OF NEK ,4� 8ER711S£j ■=MONUMENT RoFJRY MAMMAL RILE nv9URANCE COMPANY fLAOSTAR BANK A�N ny..++-8,582 SO.FT.. f t1G NO, 496t& tiF.C. ANY AumAnov OR AO1MROV Jn Jras —IS A 0*-A M (63J FAX(6J1) 765-1797 OF SECnCW 7209OF 1N€NEW tt7R1C STAFF Erj ApM LAW LOT NUMBERS REFER TO SUBDIWSION MAP OF FOUNDER'S ESTATES" P:O, BOX 909 Dov YAtm MAP z AU COMCAMNS a tTLE,IN THE surTo c cOUNTY cLERK's TcE ow 12.w TRAVELER STREET 07-142 SAra xAP 1 11 S&u 11lE terr>9 MAY 10, 1927 AS FILE NO. 834. SOUTHOLD, N.Y. 1197,1 tlNOSE SNXNAFtlR£APPEARS tt£R£CW. RESIDENTIAL GENERAL NOTES 2-...3 D ISSUES/REVISIONS MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA f� 1.THIS PROJECT 15 THE CONSTRUCTION OF A ONE STORY ADDITION AND INTERIOR RENOVATION FOR GROUND SNOW LOAD 20 P5F (PER FIG. I C08.2 5CNY5 2020 AN EXISTING ONE STORY SINGLE FAMILY RESIDENCE,ZONED AS R-40. MIND SPEED(ULTIMATE DESIGN) 130MPH (PER FIG. IGO9.3(1)BCNY52020 FROM TABLE N 1 102. 1 .2 (R402. 1 .2) INSULATION AND FENE5TRATION REQUIREMENTS BY COMPONENT 2.THE EXISTING HEIGHT OF THE STRUCTURE AS DEFINED BY THE BUILDING CODE of NEW YORK STATE SEISMIC DESIGN CATAGOKY B (PER SECT. 1613 13CNY5 2020 2020 IS 18'-6'.THE PROPOSED ADDITION WILL NOT INCREASE THE HEIGHT. WINTER DESIGN TEMP I I°F (PER TABLE N 1 101.2) FLOOD ZONE WA (PER FEMA MAP) GLAZED BASEMENT SLAB CRAWL 3.THE TYPE OF CONSTRUCTION IS TYPE V(B)• FROST LINE DEPTH 36' CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR ! 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK WEATHERING PROBABILITY SEVERE (PER BCNY5 2020 FENESTRATI N WALL R-VALUE SPACE WALL r STATE,2020 EXISTING BUILDING CODE of NEW YORK 5TAT1`--,AND THE AP e PA WOOD FFAME DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) ZONE U-FACTOR U-FACTOR 5HGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. 5.DESIGN LOAD CALCULATION ARE BASED ON: PER TABLE 1607H N SLEENY5PING 2020 LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNYS 2020. ATTICS ROOMS 30 PSI 4 0.32 0.55 0.40 49 20 OR 13+5 -5/ 13 19 10/ 13 10, 2FT 10/ 13 ATTICS WITH LIMITED STORAGE 20 P51 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.P 301.2(5)BCNY5 2020. ATTICS WITHOUT STORAGE 10 P51 WIND EXPOSURE CATEGORY'C',FOR 130 MPH 3 SECOND GUST. STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIMIT I5TYL. 40 LB. 12 11360 2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 U360 (PER AF*PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 LB. 15 U360 ONE AND TWO FAMILY DWELLINGS 2015 55C HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING G.THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS,METHODS, TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNE55 FOR A SPECIFIC USE ECPRE55ED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE 8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,U5TED,OR BLOCKING TO RAFTER (END NAILS 2- G EACH END DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS RIM BOARD TO RAFTER(END-NAILED) 2-1 6d EACH END NOTED.CONTRACTOR SHALL FUR NI5H ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO WALL FRAMING I LOT 48 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT I LOT 54 COMPLETE THE WORK. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-I Gd J015T EA.51DE 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) 16d I G"O.C.ALONG EDGES 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-16d PER 2x4,2x6,2x8 RESPECTIVELY OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, N G7038'40" E DEMOLITION END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT 1 40.73' 1. CONTRACTOR SHALL DEMOLISH EXISTING WALLS,FLOOR,ROOF AND EXISTING RAISED DECK AS FLOOR FRAMING INDICATED ON DRAWINGS AND AS NECESSARY,AND REMOVE ALL DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-5d PER J015T 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE'TO REMOVAL OF EXISTING WORK AND OF BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END INSTALLATION OF NEW WORK,AS NECESSARY. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END EXISTING PICKET FENCE 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK A5 CL05ELY A5 P055113LE UNLE55 BLOCKING TO 51LL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 4. EXISTING STRUCTURE AND INTERIOR5 TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING J015T ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER JOIST I DEMOLITION AND CONSTRUCTION. BAND JOINT TO J015T(END-NAILED) 3-16d PER J015T 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OR CAPPING OF EQUIPMENT ROOF SHEATHING AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8) N DIAGONAL BOARD SHEATHING N FOUNDATIONS I'X6'OR I"x8" 2-8d PER SUPPORT 1.A55UMED SOIL BEARING CAPACITY, 1,500 Ib./5q.Ft. I'x 10'OR WIDER 3-8d PER SUPPORT (9 N Z 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi.-28 DAY TEST. G) 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING - -n GYPSUM WALLBOARD 5d coolers 7-EDGE/ 10"FIELD GENERAL CONSTRUCTION WALL SHEATHING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECESSARY TO 5TP.UCURAL PANEL 8111 (TABLE 3.9) --n EXISTING GAS LINE COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS LOT 49 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 7/1 G" 8d 3"EDGE/G"FIELD O I 1711 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH E<15TING. 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32' 8d 3-EDGE/6"FIELD 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD fTl A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGIAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) Z \ B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWANG5,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING U) AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I NW OR I"x8" 2-8d PER SUPPORT _ N C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,1-HICKNE55 AS INDICATED. IN 10"OR WIDER 3-8d PER SUPPORT N REMOVE EXISTING WOOD DECK o D.ALL SUB FLOORING TO BE APA RATED STUPID-I-FLOOR EXPOSURE 1.3/4"MIN.THICKNES. UL a) PROPOSED \ N NEW PATIO ON GRADE WITHIN N N LOT 55 E.ALL HEADERS G'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING (�� CP N \ cn - WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8'OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS 1 `` J O ADDITION EXISTING FOOTPRINT Q N F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER 6CNY5 2020 1"OR LE55 8d G'EDGE/ 12'FIELD = \ Q OR AS NOTED @ 8'-0"O.C.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN ROOF. GREATER THAN I' 10d 6"EDGE/G"FIELD G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING / \ \\ 58'-5" TTI H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I"x6"OR I N8" 2-8d PER SUPPORT 0 DRAWING. IN 10'OR WIDER 3-8d PER SUPPORT / I.ALL FLU5H WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL I 6'8 2G•31 PROPOSED CONNECTORS BY"51MP50N"OR APPROVED EQUAL. J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK STATE 2020 AS A MINIMUM. DECK ALL 2"xG'STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAIL55HALL BE GALVANIZED. SEE ATTACHED NAILING SCHEDULE. K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AMC Gd NAILS @ 12" O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDUI F. EXISTING N L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. - GAGE I u DECEMBER,2023 M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"51MP5ON"OR APPROVED EQUAL.POP TIMBER PILE FOUNDATIONS,PROVIDE - - 17 OCTOBER,2o23 HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 5.ALL NEW WINDOWS TO B N E THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS �� (h REQUIRED. (n 18.3' G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. CV N 7.CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/t PA WCPM-1995.(SEE NAILING �rr SCHEDULE) �- THESE PLANS ARE AN INSTRUMENT OF SERVICE 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED AND ARE THE PROPERTY OF THE ARCHITECT. MEMBRANE. I INFRINGEMENTS WILL BE PROSECUTED 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT 1 STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND 15TING CHAIN LINK FEN 2o24 ALL RIGHTS RESERVED CHIMNEY,AND ROOF AND WALLS. 1 1.INSULATION SHALL BE BAIT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE CORNER 2-1/2 lb. DENSITY FIBER-GLA55 BATTS CONFORMING TO 111E SPECIFICATIONS FOR PRE-FORMED POROUS 5 G7038'40" W GLASS INSULATION.NAAMM STANDARD 51, 1 b-70. CLO51`.D-CELL SPRAY-IN FOAM INSULATION(R-6.5 PER INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. H O LD DO WN 133.89' 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. 13. NEW HARDWARE SHALL MATCH EXISTING. 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C36,AND SHALL BE "5HEETROCK 5W'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNE55 SHALL BE Robert 1. Brown 112" ` 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED.AND 5PACKLED THREE(3)COATS.ALL EXTERIOR _ I LOT 50 Architect, P.C. CORNERS SHALL HAVE METAL CORNER BEADS. FINISHES 1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURETHANE,3 !\ -�_ ^ 2. EXISTING ao5 Bay Ave. Gre itect. NY 2. IXISTING WOOD FLOORS SHALL BE SANDED AND REFINISHED. / Jt-AL info@ribrownarchiteet.CUlll 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET ADHESIVE. 631-477-9752 4.EXTERIOR PAINT SHALL BE LATE(ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURER'5 SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. 5.IXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND RIDGE CRO55 SECTION END VIEW PAINTED.PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PAINTED,COLOR TO BE SELECTED. 1, BASED ON SURVEY BY: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, C. INTERIOR TRIM SHALL BE 5ANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2) /J SITE PLAN UNLESS ACTING UNDER THE DIRECTION OF A COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT. PECONIC SURVEYORS P.C. LICENSED ARCHITECT,TO ALTER ANY ITEM ON HVAC DATED: G JULY 201 G (REVISIONS) THIS DRAWING IN ANY WAY. ANY AUTHORIZED 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES SCALE: I" = 10'-0" ALTERATION MUST BE NOTED,SEALED,AND NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING 5PACE5 SCTM: 1000-G4-02-30 DESCRIBED IN ACCORDANCE WITH THE LAW. AS REQUIRED BY THE DRAWINGS AND 5PECIFICATION5 AND THE 2020 MECHANICAL EXISTING EXCEPT A5 NOTED CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS N'ECE55AFYTO COMPLETE AREA: 5,582 517 (0. 18 AC) TO WORK. 2.EXISTING BOILER TO REMAIN. ZONED: R-40 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN,EXTEND OR REPLACE • ram. DUCTWORK AS NECESSARY. \ • •• i 'r> •-. Y y� 4.PROVIDE AIR-HANDLERS,DUCTWORK,AND CONTROLS A5 NECESSARY TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. PLUMBING � � 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES s NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REGUIRED BY THE DRAWING5 � 4 AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH ` 7 - REGARDS TO WATER SAVING AND CON5ERVATION. ALL FIXTURES SHALL BE ON THE APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES'A5 PUBLISHED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. �! 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOP ALL PERMITS, CLIENT OWNER / CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. LEGEND BERTELSEN ELECTRICAL FLooR _ 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES loisr NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW _ EXISTING LIGHTING LIGHT SWITCH ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: TO REMAIN ANNE CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SY``5TEMS,WIRING,LIGHTING, 3 = THREE WAY SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO v D = DIMMER APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNI=GTIONS AND DEVICES IL45 FOUNDERS PATH WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPI-ICABIE DRAWINGS AND AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND _ JAM SWITCH INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND SOUTHOLD� NY uC�'� OUTLET ELECTRICAL DISTRIBUTION SYSTEMS. 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING CODE a CFI= GROUND FAULT INTERUPT of NEW YORK STATE,THE NATIONAL EIECTRiCAL CODE,NF1'A NO,70-2017(NEC), Z 220 = 220 VOLT PROJECT TITLE LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(05HA),THE 4 = QUAD OUTLET NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(MI-MA)AND ANY OTHER APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT z I F"`T� ADDITION AND REQUIREMENTS WILL APPLY. EXISTING LIGHTING _ V S= SURFACE MOUNT PROVIDED BY OWNER 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS - - ---/. 1 LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY FLOOR TO REMAIN \ 1 GFI ,/1 R= RECESSED PROVIDED BY CONTRACTOR WILL BE INSTALLED. joisr =-: \ L0 WALL SCONCE RENOVATIONS 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE - \ SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES \ / � PHONE AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, NI O- CABLE O-NETWORK CABLE DRAWING TITLE BLE \AND ANY OTHER APPLICA JURISDICTION. � � \ TV 5E 6.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPUCA13E CODES EMERGENCY q SHALL . CONNECTED ON THE LIGHTING CIRCUITS WITH 13 INTERVENING WALL \ Q SPEAKERS LIGHT SITE PLAN SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS � OV N � FAN s s_ ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON 11ACH LEVEL ON WHICH SLEEPING QUARTERS ARE LOCATED. \ ® ALARM KEYPAD GENERAL NOTES 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW =�� R GE ) \ T YORK STATE,THE NF`PA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE HObD PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND UPLIFT CONNECTIONS -' 4 THERMOSTAT EXIT ON EACH FLOOR LEVEL. t CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND C O N N E C T I O N S D E T A I L WASHER 1I (a VENT EXIT--� BURGLAR ALARMS AS NECESSARY. 05 MARCH,2o23 GFI ��' � REFR DRYER SD SMOKE DETECTOR rj-SPOTLIGHT a �• SCALE - 1/4" s CO CARBON MONOXIDE DETECTOR d� DRAWING NO. NEW KITCHEN APPLIANCES NEW BASEBOARD RADIATORS TO AND HOOK-UP5 HOSE + ELECTRI CAL PLAN MATCH EXISTING BIBS EXTEND HEATING SYSTEM PIPING TO NEW AREA AS NECESSARY SCALE: 1/4" = 1'-0" EXISTING EXCEPT AS NOTED Al ISSUES/REVISIONS EXISTING UNOBSERVED CRAWL SPACE I ROOF PITCH TO 2x 10 RIDG, REMOVE EXISTING SHED R OF, MATCH EXISTING �— EXISTING ELECTRIC METER EXISTING WALLS AND FOUNDATION TO REMAIN V.I.F. rtl� r TO REMAIN NEW 2x8 RAFTERS @ I G" C. 1 2 ��,�� # Y2"CD-X RATED PLYWOOD SHEATHING 8 ' ( REMOVE N ASPHALT SHINGLE ROOFING TO MATCH EXISTING ' WINDOW IN ATTIC A R-30 BATT INSULATION L r� N 2x8 CEILING JOI T5 @ I G"O.0 p NEW SOFFIT, FASCIA, AND GUTTERS w xx TO MATCH EXISTING Q N Z_ W o� EXISTING 4"dia. COLUMN Lj PROPOSED IL± U TO REMAIN (TYP.) o POWDER ROOM F— o p NEW 2x4 EXTERIOR CONSTRUCTION TO MATCH EXISTING 25 SF > e e O N CD-X RATED PLYWOOD SHEATHING NEW TILE 4xG GIRDER TO REMAIN z >- 3.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-22) FLOORING m Q Cv LL, SIDING TO MATCH EXISTING Oz z K w NEW 2x8 JOISTS 0 v 10"dia. SONOTUBE c9 NQ 0— ---� @ IG"O.C. z z ,'� r�D 30"x30"x8" POURED CONCRETE NEW R-30 BATT INSULATION c~s) Q z I w^ FOOTER w/#5 REBAR IN EACHSxPSSSS94C4S oC O p c� IN NEW AND EXISTING FLOOR JOISTS �_ fw--w 1 p " DIRECTION. MINIMUM 3'-0" Q � K Q w U.J ( I REPAIR, REPLACE, SISTER O p p BELOW GRADE ON ED Q L J Q v z z o UNDISTURBED SOIL. EXISTING JOISTS AS z Z I U I r NECESSARY z It I O > > N°L c�Q a w `x ,� - PROPOSED CONCRETE O x w PROPOSED CRAWL SPACE TO INN Q I U-1 _ = 3 w BLOCK FOUNDATION WALL 2" RAT BE LEVEL WITH EXISTING F— ap I TO MATCH EXISTING m i SLAB IXISTING BASEMENT NEW 2" RAT SLAB I ; II - �_ O_ c� I — STAIR TO REMAIN EXISTING WATER in cn w r C\j , " ANCHOR TO EXISTING PROP05ED 8"x I G" SERVICE TO REMAIN1:10 FOUNDATION WALL ——————_J II � ( I POURED CONCRETE � � � FOOTING w/#5 REBAR CONTINUOUS. MINIMUM ——— 3'-0" BELOW GRADE ON FLUSH WITH EXISTING UNDISTURBED SOIL. EXTERIOR WALL V.I.F. 5'-10 1/2" 11 u DECEMBER,2023 FOUNDATION PLAN PROPOSED CONCRETE i7 OCTOBER,2023 BLOCK FOUNDATION WALL TO MATCH EXISTING SCALE: 1/4" = I'-0" PROPOSED 8"x I G" SECTION A FLUSH WITH EXISTING THESE PLANS ARE AN INSTRUMENT OF SERVICE EXISTING EXCEPT AS NOTED EXTERIOR WALL V.I.F. A POURED CONCRETE FOOTING w/#5 REBAR AND ARE THE PROPERTY OF THE ARCHITECT. CONTINUOUS. MINIMUM INFRINGEMENTS WILL BE PROSECUTED 3'-0" BELOW GRADE ON SCALE: I/4" = I'-O" UNDISTURBED SOIL. EXISTING EXCEPT AS NOTED 2024 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. EXISTING ROOF AND STRUCTURE TO REMAIN 20 Bay Ave. Greenport NY in?o@rlbrownarchitect.com 631-477-9752, EXISTING INSULATION TO REMAIN REMOVE EXISTING 2x 10 RIDGE BEAM WINDOW IN ATTIC REPAIR AND PATCH SIDING EXISTING BEDROOM EXISTING BEDROOM AS NECESSARY REMOVE EXISTING SHED ROOF, IT IS A VIOLATION OF THE LAW FOR ANY PERSON, TO REMAIN TO REMAIN ! EXISTING WALLS AND FOUNDATION TO REMAIN UNLESS ACTING UNDER THE DIRECTION OF NEW 2x8 RAFTERS @ I G"O.C. LICENSED ARCHITECT,TO ALTER ANY ITEM ON y" CD-X RATED PLYWOOD SHEATHING THIS DRAWING IN ANY WAY. ANY AUTHORIZED i ASPHALT SHINGLE ROOFING TO MATCH EXISTING ALTERATION MUST BE NOTED,SEALED,AND R-30 GATT INSULATION DESCRIBED IN ACCORDANCE WITH THE LAW. NEWY2" 5HEETROCK ON WALLS AND CEILING TAPE, SPACKLE, AND PAINT 3 COATS NEW KITCHEN {i {' EXISTING WOOD FLOORING TO REMAIN NEW 2x4 EXTERIOR CONSTRUCTION TO MATCH EXISTING RELOCATE EXISTING OPENING REPAIR AND PATCH AS NECESSARY I 1 CD-X RATED PLYWOOD SHEATHING � � ;''` � 2x4 INTERIOR CONSTRUCTION TO MATCH EXISTING " CL05ED CELL SPRAY-IN FOAM INSULATION (R 22) F � I/2"SHEETROCK REMOVE AND DEMOLISH EXISTING KITCHEN 3.5 � ,r� �• A { IN REPAIR IXISTING WALLS AS NECESSARY STALL NEW CABINETS AND COUNTERTOPS NEW FLOOR TO SIDING TO MATCH EXISTING BE LEVEL WITH NEW R-30 GATT INSULATION KITCHEN IN NEW AND EXISTING FLOOR J015T5 ~ EXISTING BEDROOM NEW 2x8 JOISTS " TO REMAIN @ I G" O.C. NEW DECKING TO BE SELECTED BY OWNER 2x8 P.T. J015T5 @ I G"O.C. EXISTING 2x8 JOISTS TO REMAIN L0M66 IWA, '6gA I&A&, d'M 16M�6 i6& ter U&% chi_'& ` ux CLIENT/OWNER --- WOOD STEPS NEW 130 GATT INSULATION REPAIR, REPLACE, SISTERAS TO CODE (IY(2 BERTELSEN REPAIR BASEMENT FRONT IN EXISTING FLOORJOISTS EXISTING JOISTS AS (2) 2x8 P.T. GIRDER NECESSARY PROPOSED STAIR AS CRAWL SPACE P.T. 5T POST SECURED w/POST HOLDERS NECESSARY 10"dia. SONOTUBE ANNE 2" RAT STAB EXISTING LIVING ROOM I ,,; 145 FOUNDERS PATH TO REMAIN o NEW OPENING 30"VANITY PROPOSED m I (2) 2x8 HEADER POWDER ROOM EXISTING FOUNDATION PROPOSED CONCRETE SOUTHOLD, NY ng7i TO REMAIN BLOCK FOUNDATION WALL 30"x30"x8"POURED CONCRETE v 3G" HANDRAIL TO CODE(fYl'.) TO MATCH EXISTING FOOTER w/#5 REBAR IN EACH PROJECT TITLE DIRECTION. MINIMUM 3'-0' G' ^ POURED CONCRETE UNDISTURBED SOIL.NEW KITCHEN � ADDITION AND EXISTING WOOD FLOORING TO REMAIN 2068 FOOTING w/#5 REBAR REPAIR AND PATCH AS NECESSARY z o CONTINUOUS. MINIMUM RENOVATIONS 0 EN o U 3-0" BELOW GRADE ON SECTION B w/HOOD NEW 2GG8 g p UNDISTURBED SOIL. EXTERIOR p o (n -X On- NEW WOOD LANDING O SCALE: 1/4" = 1'-0" DRAWING TITLE REMOVE EXISTING OPENING s cn EXISTING EXCEPT AS NOTED 2x4 INTERIOR CONSTRUCTION TO MATCH EXISTING o 1/2"SHEETROCK STACK z REPAIR IXISTING WALLS AS NECESSARY SINK REFR PANTRY WASHER z z Q FLOOR PLANS DRYER SECTIONS 20'-G 1/2" 5'-8" 5'-10 1/2" NEW ANDERSEN 400 SERIES NEW 2x4 EXTERIOR CONSTRUCTION TO MATCH EXISTING MARCH SCALE 05 ,aoi3 i/4" FI I�.ST FLOO� PLAN CXW 135 CASEMENT WINDOW CD-X RATED PLYWOOD SHEATHING NEW(2) 2x8 HEADER 3.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-22) IN NEW AND EXISTING 2x4 WALLS DRAWING NO. SIDING TO MATCH EXISTING SCALE: 11/4" = P-0" EXISTING EXCEPT AS NOTED A ISSUES/REVISIONS I I EX15TING ROOFING TO REMAIN REPAIR AND PATCH AS NECESSARY EXISTING ROOFING TO REMAIN NEW ASPHALT REPAIR AND PATCH AS NECESSARY I SHINGLE ROOFING TO MATCH EXISTING I �I � NEW SIDING TO lLJ- IILIMATCH EX15TING ____,._____ NEW ANDERSEN 400 SERIES CXW 135 CASEMENT WINDOW EXISTING SIDING TO REMAIN EXISTING 51DING TO REMAIN I REPAIR AND PATCH AS NECESSARY REPAIR AND PATCH AS NECESSARY FRONT REMOVE EXISTING WOOD DECK 5'-10 I/2" NEW PATIO ON GRADE 6'-O" 11U'E5T ELEVATION (f:'NDu`%NT) SOUTH ELEVATION ADDITION PROPOSED DECK 5CA'LE: 1/4" = P-0" SCALE: 1/4" = P-0" EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED u DECEMBER,2023 17 OCTOBER,2023 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2o24 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. I I I ao Bay Ave. Greenport NY inPo@ribrownarchitect.com I 631-477-9752 I I IT IS A OF THE LAW FOR ANY ROOF PITCH TO I UNLESS OCITINGOUNDER THE DIRECTION OF RASON, MATCH EXISTING I— LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED 12 I EXISTING ROOFING TO REMAIN j ALTERATION MUST BE NOTED,SEALED,AND 8 REPAIR AND PATCH AS NECESSARY L DESCRIBED IN ACCORDANCE WITH THE LAW. I i REMOVE EXISTING WINDOW IN ATTIC - w X' REMOVE EXISTING S ED R � ,* NEW ROOF A EX15TING WALL5 AND FOO MATCHON REMAIN GAIN I Y> i` .1' • " Fl �LLL1 1 NEW Ll" i NEW 51DING TO MATCH EXISTING ,EXTERIOR I CLIENT/OWNER EX15TING 51DING TO REMAIN EXISTING SIDING TO REMAIN EXISTING REPAIR AND PATCH AS NECESSARY �� REPAIR AND PATCH AS NECESSARY BERTELSEN � DOOR TO i —————————— A5EMEN REMOVE EXISTING WOOD DECK _.___-`_.--___- ANNE WOOD STEPS NEW PATIO ON GRADE TO COD 145 FOUNDERS PATH NY u REMOVE EXISTING WOOD DECK REAR FRONT SOUTHOLD, 971 NEW PATIO ON GRADE PROJECT TITLE EAST ELEVATION N O f\Th ELEVATION ADDITION AND 5CALE: 1/4" = P-C" SCALE: 1/4" = 1'-O" RENOVATIONS EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED DRAWING TITLE EXTERIOR ELEVATIONS SCALE 05 MARCH,2o23 1/4"=i-o' DRAWING NO.