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Home My WebLink About52725-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52725 Date: 03/06/2026 Permission is hereby granted to: Evan H Epstein 170 N 11th St Apt 4E Brooklyn, NY 11211 To: finish the basement of an existing single-family dwelling as applied for. Premises Located at: 4405 Stanley Rd, Mattituck, NY 11952 SCTM# 106.-8-63 Pursuant to application dated 01/30/2026 and approved by the Building Inspector„ To expire on 03/05/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $782.00 CO-RESIDENTIAL $100.00 Total S882.00 48uM ding Inspector SURVEY OF PROPERTY ON THE LEGEND OE ELE— SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 9 CA.E ry sex AICA FILED MARCH 31,2006 AS MAP NO.11370 SITUATE AT (D MATTITUCK 'NaLE Gf FIRE HYDRANT 44*37201 E- o TOWN OF SOUTHOLD = , G '4 1.1DEROROUND EL CC TRhc UNDE—Rol"D var£RSUFFOLK COUNTY,NEW YORK CaYCRCTE MONU�ENT _71 AREA OF PARCEL 51 SQ.FT. OR 1.301 ACRES TIC,-"UN-101 CLEVA-011 3 SPEN,ELE-TRIN i IDF OF CURB � / - � _t ��'a�. � �� L 1P r1EEa 'A 1EMENT, p AND low" TES 1 MEASURSIAENTS ARE W CCORDANCEAnU-S STANDARDS / ;� - ,- # � - 2, \ THE SUOLK ro ESASSrt CESMAPO1127 PPUNrCLEWVS�tAN b J. ELEVATIONS R 1W. 1H?ATION OR ADDITCN TDA SURVEY MAP BEARING A LICENSED L4N0 NORMAL YORKSTAT.- UNAVr 'ArON NEW 4 SURVEYORS SEAL 9SA ViCk �OF SECT'ON 7209,SUSDIVISM 2,Or�Hff 'm EDUCATION LAW. 'A,XY .Ee /, M1ti 1 -. [. dt, 5 ONLY COPlESFROM THE ORKUNAL OFEgJS SURVEY MARKED MTH AN ORIGWAL NY THE 0 SURVEYORS SHALL BE CONSIDERED TO BE VALM TRUE COPES yWyYa'.ZCOMGF YW X D r Ng"='= , T k xv a X ADD' ONA iNSTn'UT,'OPTS OAS SSEQUENT OMERS FR AUG 1' 02022 7, tomew--Row-c "&NN"VON im Al A I W.—C,UN 6 whu= BUILDING DEPT i� -4/ A� RESPECTIVE v Ti Ln'Y C OMPAN I E E a AIGHTS-OPWAYNOT A4 -prSURVEYCLOSESMAI,'EMATtCALLY. ik SITE PLAN Xr< SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date ZAim H S Ral.Na. TOWN OF SOUTMOW J ITTY NY The sewage disposal and water Supply laoWn at this loCallon have been fihsped.d..d/.,ce,41,.d by IN.D."AHHaV. the,,.9-h-le-and found 111i0il THE FIELDS AT MATTITUCK lobe salialachwy FORA MAXIMUM OF 4 BEDROOMS. I flit LOT 9 SANITARY AS—BUILT PLAN A -BUILT SANITARY AS CRAIGKNEPPFR,RE,CHIEF SUFFOLK COUNTY REAL PROPERTY TAX MAP L.K.McILEAN ASSOCIATES,PC. DISTRICT 1000— DISTANCES FROM CORNERS OFBUILDING offica 1 6.00 SECTION 0 CFD AS NOTED BLOCK 08.00 CENTER D,mu�'Re MF/ tgmg LOT 063.000 D,..BE �IRAS HEALTH SERVtCfS VEX— $LfFrOL)( COUNTY DEV IS err TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 A,; Telephone(631) 765-1802 Fax (631) 765-9502 lttt �f 'wwwrautl' t'Idtaw'.�':� � Date Received APPLICATIONIPERMIT For Office Use Only PERMIT NO. 5(2 C6 Building Inspector:_ Applications and forms must be filled out in their entirety.Incomplete applications'will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shalt be completed. Date:01-22-26 OWNER(S)'OF PROPERTY. Name: Rebecca Epstein scTM#s000-106-08-063 Project Address: 4405 Stanley Road, Mattituek NY 11952 Phone#:646-734-5966 Email:evan.epstein@gmail.com Mailing Address: 4405 Stanley Road, Mattituck NY 11952 CONTACT PERSON. Name:Timothy Cloughen Mailing Address:3 Manorview Way Manorville NY 11949 Phone#:631-255-7845 Email:tm.cloughen@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Jeff A Zahn Mailing Address:215 Roanoke Ave, Riverhead NY 11901 Phone#:631-727-0544 Email:j izcad@msn.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Proposed finishes basement Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:single family Intended use of property:single family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes RNo IF YES, PROVIDE A COPY. 8 Check x After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Rebecca Epstein ❑Authorized Agent 170wner Signature of Applicant: Date: STATE OF NEW YORK) '/,SS: COUNTY OF W1 W111 J�, e &1&12 being duly sworn,deposes and says that(s)he is the applicant (Name of individual sig ing contract)above named, (S)he is the C)jv k76r (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 c3 day of _ , 20 02 (0 Notary Public MAGDALENA PARSON +NOTARY PUBLIC-STATE OF NEW YORK PROPERTY OWNER AUTHORIZATI No. 01PA6264758 (Where the applicant is not the owner) Qualified in Nassau County My Commission Expires 07-02-20_2� Rebecca Epstein residing at 4405 Stanley Road, Mattituck NY 11952 do hereby authorize Timothy Cloughen to apply on my behalf to the Town of Southold Building Department for approval as described herein. Ownees� 11gir re -_"" Date Print Owner's Name 2 C�(JREScheck* Web 7M Compliance Certificate Project Information Project Title: PROPOSED FINISHED BASEMENT FOR THE EPSTEIN RESIDENCE Energy Code: 2024 IECC Location: Mattituck, New York Construction Type: Single Family Project Type: Alteration Project Sub Type: None Climate Zone: 4a (5331 HDD) Project No: 1820198 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 4404 STANLEY RD Ross Fein Jeff Zahn MATTITUCK, NY 11952 2915 STANLEY RD 215 Ronoake Ave MATTITUCK, NY 11952 Jeff Zahn Architect 954-260-4634 Riverhead , NY 11901 rossfein,ll@gmail.com 631-727-0544 jazcad@msn.com Project Notes: PROPOSED FINISHED BASEMENT FOR THE EPSTEIN RESIDENCE 4405 MATTITUCK, NY 11952 ^ ' ' Envelope Assemblies Prop. Req. Gross Area mrPerimeter Cavity Cont.��m U- U- Prop. Req. �sAssembly �e�� e��r e R-Value Factor/ Factor/ TC TC Ceiling: Flat Ceiling or 1064 znu 10.0 oozo 0.026 zn 28 Scissor Truss Basement Wall: Solid 1064 15.0 5.0 0o42 0.059 43 so Concrete orMasonry Wall height: gun Insulation depth: e.00' Insulation position: Integral Insulation Window 2oae:Vinyl Frame 7 0.2e0 0300 2 2 s*sc: o.2a mxnumm 283ewnyl Frame 7 0.280 o.»oo z 2 snsc: 0.26 Window 2n3s:Vinyl Frame 7 0.280 0.300 z 2 snsc: o.7s Door: Solid Door(under 21 0.280 0.300 a e 50%g|azing> The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. uDOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance Statement The proposed building design described here isconsistent with the building plans, specifications,and other calculations submitted with the permit application.The d bui.ldinn h been designed to meetm 2024|scc requirementsi ChecklistInspection Energy Code: 2024 IECC Requirements: 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 section ... Plans _..� ..... . ........_. ...,_. fans Field # Verified Verified &Re q,ID Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 1051, Construction drawings and Complies 105.2 documentation demonstrate [PR1]1 energy code compliance for the does Not building envelope.Thermalomply envelope and energy Not compliance path represented on , servable construction documents, Not Applicable 105.1, Construction drawings and Complies 105.2, documentation demonstrate 403.8 energy code compliance for []Does Not [PR3)1 lighting and mechanical P mply systems,Systems serving Not multiple dwelling units must servable demonstrate compliance with the IECC Cornmercral provisions, Not pplicable fCeatNng and cooPlrrg equl nient Heating, Heating. j Complies � — ------ ��......� � 403.7 is wzerf per ACCA Manua S Btu/hr Btu/hr° [PR2)1 based on loads calculated per Does Not ACCA Manual C or other methods �.. .., . _. .. .W Y Imply approved by t e code official, Cooling: Cooling: Not Btu/hr Btu/hr..,_, servable Not Applicable Additional Comments/Assumptions: igh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1I H .4_ Foundation Inspection Section', .......... ......... Plans Field # Verified Verified & Req.ID Foundation Inspection Value Value Complies? Comments/Assumptions 303.2 Conditioned basement wall Complies [F0511 insulation installed per Doe manufacturer's instructions. s NotP.Mply PINot servable 0 Not Applicable [F19 ......_e—m e,r---...,""'"" "e... .Systems svingmuItipl 1]2 dwelling units comply with Does Not Sections C403 and C404 of the commercial code. Comply o Not Observable PNot pplicable ........... ............ Ziii..................—Heating systems installed for Complies IF19212 outdoor heating are radiant systems controlled by Does NotPImply occupancy sensing or timer switch, Not Observable Not ,applicable 403.9.2, Snow and ice-melting system 0 Complies 403.9.3. controls installed to shut off Does Not 403.9.4 system when pavernent Comply temperature>50F and no precipitation or automatic Not controls to shut off the system Pservable when outdoor temperature> 40F. Not Ppplicable .......... Complies.1 ....................... A protective covenng is installed pr ot F) [FO11]2 to protect exposed Does Not exterior insulation and extends a minimum of 6 in, below grade. PImply RNot servable PNot pplicable 402.1.2 Conditioned basement wall Complies See the Envelope insulation R-value.Where Rj Assemblies table for (F0411 Does Not interior insulation is used, R P, values verification may need to occur mply during Insulation Inspection, Not Not required in warm-humid Qservable locations in Climate Zone 3. r- Not Xp'plicable -----------— 402.2.9 Conditioned basement wall ft 0 Complies See the Envelope [F0611 insulated in accordance with r......... -.3 ft Does Not Assemblies table for Table R402.1.3 with insulation values depth the minimum of 10 ft P.Mply below grade or to the basement Not floor. Pservable Not p plicable Additional Comments/Assumptions: Low Impact(Tier 3) !�LcLum,LmpqS��T!�Lr 2) Framing / Rough-in Inspection ilon Plans Field Framing/Mpugh-ln Verified Verified c & Req.lD Inspe t.0, Value Value Complies? - Comments/Assamptions Ww ............ .......... 303.1.3 U-factors of fenestration E]Complies [FR411 products are determined in Does Not accordance with the NFRC test procedure or taken from the Comply default table. Not 9servable 0 Not Applicable ............. .......................... ,.w Me.....,. ........ 402.5.1.1 Air barrier and thermal barrier Complies [FR23]1 installed per manufacturer's Does Not instructions. Pomply 9 Not servable PppNot licable 402.5.3 Fenestration that is not site built E)Complies [FR20]1 is listed and labeled as meeting Does Not AAMA/WDMA/CSA 101)1,5,2jA440 or has infiltration Pomply rate.%per NFRC 400 that do not Not exceed code limits. Uservable PNot pplicable 402.5.4 IC-rated recessed lighting Complies [FR16]2 fixtures sealed at Does Not housing/interior finish and labeled to indicate:52.0 cfm Pomply leakage at 75 Pa. Not 9servable PNot pplicable HVAC pipin� conveying fluids Complies -F or R [FR17]2 above 105 chilled fluids R4, .........I below 55 9F are insulated to�:R- Does Not 3, Pomply UNot servable Not applicable _463.i Automatic or gravity dampers C]Complies [FR19]2 are installed on all outdoor air Does Not intakes and exhausts for mechanical ventilation systems, P.Mply 9Not servable PNot pplicable .................... .6.1 Ventilation systems in climate Complies [FR30]2 zones 6, 7&8 shall utilize heat Does Not or energy recovery with balanced ventilation and a Comply sensible recovery efficiency Not (SRE) >= 65%at 32 F. qOservable 0 Not Applicable ............. ....... 403.3.3 Supply and return ducts in attics C:)Complies [FR12]1 insulated >= R-B where duct is Does Not >=3 inches in diameter and >= R-6 where< 3 inches. Comply UNot servable PNot pplicable ............ ------- ............................. ............ Section Plans Field # Framing/Rough-In Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions 403.3 6- Ducts, air handlers and filter �Complies [FR13]1 boxes are sealed with Does Not joints/seams compliant with International Mechanical Code omply or International Residential Not Code, as applicable. servable PNot licable 403.4.1 Protection of insulation on HVAC Complies [FR24]1 piping. Does Not Comply Not 6bservable PA Not PPlicable 403.5 2 Hot water pipes are insulated to R R CDComplies [. FR18]2 ? 1 inch of insulation. - Does Not o Rmply RNot o servable PPNot plicable 402.5.5 Air-sealed electrical and � � - �Complies�� [FR29]2 communication boxes installed Does Not in the thermal boundary of the envelope sealed to limit air omPly leakage between condltloned Not and unconditioned spaces. servable o Not !applicable 403.3.1� Duct systems are design and � � O Complies [FR12]1 sized in accordance with ACCA Does Not Manual D.Ducat systems serving multiple dwelling units is sized °mply an accordance wath ASHRAE Not Handbook of Fundamentals, servable ACCA Manual D or an equivalent methodology. ❑Not Applicable 402.1, Door U-factor. O Complies See the Envelope U U ~° Assemblies table for 402.4.4 Does Not [FR1]1 values omply ❑Not Observable Not Applicable 402.1 Glazing U-factor(area-weighted tJ U IComplies See the Envelope 402.4.1, average). •-•••••• •••••• - l Does Not Assemblies table for 402.4.3, values 402.6 °mPIY [FR2]1 o Not Observable Not Applicable Additional Comments/Assumptions: Low Im act(Tier 3) 1�_ Hi h Impact(Tier 1) 2�m...P Medium Impact(Tier 2) �3„mm„me1Qpw .w__ Insulation Inspection 'P-I-a n"s........ "'F—leid, ......... Verified Verified & ReqlD Insulation Inspection Value Value Complies? Cornme"ts/Assumptions All installed insulation is labeled Complies JIN1312 or the installed R-values Does Not provided. g, ply Not Ubservable ("I Not 3012 Wall Insulation is installed per Complies (IN411 manufacturer's instructions. Does Not Cbrnply r.-)Not Obsemable Not pplicable 02', O elinsulation R-value. If this is R.' Co�npfiesemblies table for 12of oesNot val02,16, amass wall with at least I/402Z7 the wall insulation on the wall 0 Wood Wood [IN311 exterior,the exterior insulation camply requirement applies(FRIO). CD Mass 0 Mass Not Steel 0 Steel 6-Lervabfe Not pplicable Additional Comments/Assumptions: Mact.(L,er 2) Low Impa ct Mer 3) tr- -....................---]...... ..... Final Inspection Provisions Section Plans Field # Verified Verified & Req.113 Final Inspection Provisions Value Value Complies? Comments/Assumptions .................... ................ -io-i-A.,-1, 'Ce'i l'i n'?'a'insulation installed per Complies 303.2 manu cturer's instructions. Does Not [F1211 Blown insulation marked every 300 ft2. Pomply YINot servable 0 Not Applicable 303.3 Manufacturer manuals for Complies [FI18]3 mechanical and water heating Does Not systems have been provided. Pomply Not Observable PNot pplicable Hot water boilers have -Z3.2__ Complies [F126]2 automatic outdoor setback Does Not control to lower boiler water temperature based on outdoor Umply temperature, indoor Not temperature or water Uservable temperature sensing. Not Ppplicable 403.3.6.1 Air handier leakage designated Complies [F12411 by manufacturer at<=2%of design air flow. Does Not Qmply UNot servable Not ,applicable 403.3.7 Ducts are pressure tested in 1 Q Complies [F12711 accordance with CfM/100 ft2 cfm/100 ft2 Does Not ANEI/RESNET/ICC 380 or ASTME1554 to determine air C05 m ply leaka e with either, Rough-in Not test:ttal leakage measured Uservable with a ressure differential of 0.1 inch p w,g,, across the system Not includin?the manufacturer's Ppplicable air hand er encIosure 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 includin?the manufacturer's air hand er enclosure. 403.3.8 Duct U htness test result of Complies [9411 <-4 ciprm/100 ft2 across the 0 system or<=3 cfrn/100 ft2 CfM/100 ft2 cim"/160 ft2 Does Not without air handler 25 Pa, Pmply Duct tightness<=8'cfrntlOO Not ft2 for ducts within thermal Uservable envelope. For rough-In tests, Not verification fray need to occur EJ during Framing Inspection, Applicable 403.5.1 Circulating service hot water C3 Complies [FI1j]2 systems have automatic or,accessible manual controls, Does NotPImply RiNot servable ONot pplicable ..... .......... .1.1.1 Demand recirculation water 0 Complies [F13212 systems have automatic F1 Does Not controls to start pump when hot water is requested, Comply PNot 'servable PNot pplicable ............. ............ .�,5ectlon,.,.,�..., „, .....,....,.......�.�_,,.,,,,,.w, _ aa...,�M.. ....Plans .. ....,..,..�.,.�Field ...�.._,,��,..�..�� _.... ,_�....... .,,,,.��,.��.. .....,, ..� # Verified Verified & Recl.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.5.1.1 Heated water circulation � � Camplies � � � [F128]2 systems have a circulation Does Not rl�uml),The system return pipe 1s a dedicated return pipe or a omply cold water supply pipe..Gravity Not and thermos-syphon circulation servable systems are not present. Controls for circulating hot �]Not water system pumps start`.the Ppplicable pump withsignal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 . Electric heat trace systems .....-ww ..... m.m.....w..W a ,Q Complies [FI29]2 comply with IFF,6 515.1 or tiln 55, Controls automatically Does Not adjust the: energy input to the RmPly heat traOig to fiiaintain the Not desired water temperature in servable the piping. Not pplicable 403.5 3 Drain water heat recovery Complies [FI31]2 units tested in accordance with Does Not CSA B55.1. Potable water-side tpressure loss of drain water amply eat recovery units< 3 psi for [—1 Not individual units connected to Rservable one or two showers. Potable n Not water-side pressure loss of k[ drain water heat recovery units pplicable < 2 psi for individual units connected to three or more showers. 401.3 Compliance certificate posted Complies [FI7]2 with building specifications, compliance path, R408 energy Does Not credrts, results and solar ready Pomply zone if provided. Not Pservable PNot plicable - -.............. . 403,6a....2 403.6.2:All mechanical Complies [FI25]2 ventilation system fans meet efficacy and air flow limits per Does Not Table R403,6.2. Comply ❑Not 6bservable (�Not applicable 403.6.3 Mechanical ventilation systems � 0 Complies [FI33]2 tested and verified to meet the Does Not minimum flow rates required by Section R403.6, omply Not servable [�Not Applicable ....... 403.6.5 Intermittent exhaust for Complies � _- [FI34]2 bathrooms/toilet rooms has Does Not automatic control, occupant sensor control, humidity Imply control or contaminant control. (l Not servable []Not ,pplicable 402.1 Ceiling insulation R-value. R R Complies See the Envelope 402,2.1, -• oDoes Not Assemblies table for 402.2.2, O Wood CD Wood C values 402.2.7 Imply [Fill' a Steel Q Steel Not (�j Rservable PA Not PPlicabEe rifi &eq.ID Final Inspection Provisions Value_ Valued Complies? Comments/Assumptions Section Plans Field Verified Ve# 403.13. Gas�� fireplaces equipped with Complies 403.13.1 on-demand pilot,intermittent Does Not [FI35]3 i.9n:tion or interrupted ig.nition, fireplace efficiency 5' ON in omply accordance with tSA I?4.1 n Not O servable P Not Applicable „...,.� ..� 404.1 100%of permanent fixtures Complies [FI6]1 have high efficacy lamps. Does Not omply o Not Observable Not Applicable __.- . 404.1.2 Exterior lighting power is below �Complies [FI3 5]3 the allowable wattage in Table Does Not R404.1, omply o Not Observable PA Not pplicable 404.1.5 � Fuel gas lighting systems have � �Complies [FI23]3 no continuous pilot light. Does Not omply RNot o servable Not Applicable 404.2.1. Permanent interior lighting ED Complies 404.2.2 shall be controlled with either a Does Not [FI36]3 manual dimmer, occupancy sensor or auto shut off control omply based on occupancy built with oNot manual override. Observable Not 7�pplicable 404...... 404 3 Exterior Iightinc��y>= 30 watts Complies 7]3 shall have the following controls: manual on/off switch Does Not with automatic shut-off, omply automatic shut-off in daylight �]Not hours, and controls that Observable override automatic shutoff that returns to automatic control Not within 24 hours. pplicable 40Z111-1w11... Where renewable erne y Complies [F136]3 generation equipment is. installed,renewable energy Q Does Not credits(RECs)or energy Comply attributable certificates(EACs) Not associated with the renewable Observable energy used for compliance are provided to the code official. Not Applicable 402.2.4 Vented attics with air � Complies [F122]2 permeable Insulation Include baffle adjacent to soffit and �Does Not eave vents that extends over c-OmplY insulation, o Not Observable PNot plicable [F 2.2 5 Attic access and door Rl.._ , R ....M.,...w_ _� �Complies ent 13]1 insulation>R-value of the (�Does Not adjDamply RNot servable Not Applicable ...... ................ ........ Plans Field # Verified Verified Req.11) Final Inspection Provisions Value Value Complies? Co rumen ts/Assomptiorts 'ZO27,77-81"o—w"e—r do—or—test @-50—Pa -""—"—ACH 50 ACH-5,01'= Complies IF11711 <=4,0 AC in Ornate Zones 1-2, <=10 AC1150 in Climate Does Not Zones 3-5 and <= 2,5 AC Comply in Climate Zones 6-& (-]Not Ubservable (- I Not AfipficabNe C MIPfies See the Envelope 402,3 Radiant barriers are installed in [H43j) accordance with ASTM C1743 R� Assemblies table for Does Not values Wood 0 Wood 0 Umply C)Steel 0 Steel [ ')Not Observable I" �Not Kopficatite Programmable thermostats CompOes tFI912 installed for control of primary heating and cooling systerns Does Not and initially set by C.6mpty manufacturer,to code Not specificadons. Uloservable Not pplicable Additional Comments/Assumptions: Irylpact(Tier 2) 1aH�iqh INrpart�(Tle7, 1�) �12_ - L-F 2024 IECC Energy Efficiency Certificate Above-Grade Wall 0.00 Below-Grade Wall 20.00 Floor 0.00 Ceiling/Roof 40.00 Ductwork(unconditioned spaces): MM Window 0.28 0.26 Door 0.28 Skylight 0.00 MEIRIMM.. .I TIMIMMIMENERM Heating System: Cooling System: Water Heater: 911MINIMEMIMMEMWAMEMM Name: Date: Comments: SS.�SSA 5-:27,25 Rol OSE' Di FINI HED BASEMENT FOR THE d��r� Qa �Qaa�, Q000cao r 7 -1 S 1--i _,.. N AJ6�- JLJ JLJ PROP. U.C. \ SERVIC ELECTRICE } �.N 1 vd IX.WATER 'eta";'•` ;,�` e'3 fir":: .:. 44 "ON 5 STANLEY R -,, ) t /� i \ , �� •`; to _ ` '. r PROP. U.C. D w.: Y \` WATER i�/ SERVICE i i n., # 4�E LEGEND AUK y 1195 rV PROPOSED OURDIND PROPOSED ASRiA1T ORNENNY PROPERTY LINE t —a)— PROPOSED CONTOUR —11.0—E)aSRNG CONTOUR PROPOSED SEPTIC TAN( PROPOSED ��❑ SAMRE ON POOL OI-24-26 ISSUED FOR PERMIT PROPOSED H11URE EXPANSION SANITARY LEACHING Po PROPOSED —"—PROPOSED SAMMY PIPE FINISHED PROPOSED r ADS ROOF DRAINAGE PIPE ; PROPOSED e•r DRNNAGE STRUCTURE(SOLID COVER) 064E5F NT PROPOSED WATER SERVICE —PROPOSED U.G.ELECTRIC SERACE \ / EX.UNDERGROUND TELEPHONE \ Ap I / ti \ g3 W a I z 31 0 rn ti �I 2) I I I 62'51'00' W 74.05' y CARO t KEII. DEVELOPED PUBLIC VATER W [� U 1.0 Q � INFORMATION PROVIDED BY OTHER-5 FOR REFERENGE ONLY. 5EE SIGNED AND SEALED SURVEY ^ Ud }- W YZ M15TIN6 PERGENTA6E LOT GO,/ERA46E QFA W UJ EX. FINISHED BASEMENT 1064 5F DWELLING 1,761 5F —1 EX. FIRST FLOOR1215 5F LOT AREA 56,9561 5F ~ O < EX. 6ARA6E 552 5F w LOT AREA 3ISi5 EX. 5EGOND FLOOR 1201 SF . � � EX. PORGH 241 5F C� O EX. GONG 5TOOiP5 34 5F TOTAL ADDITION 4 ALTERATION 4,301 5F w TOTAL LOT AREA 56,959 5F PERGENTA6E LO)T GOVERA6E 1.5515 r' O n❑ N C� I N � G a � P12(DC 9,10#o 25-041 DWG. INITIAL LATEST ISSUANGE — — NO. DRAWING TITLE ISSUANGE REVISION NO. 4 DATE CIaC) TME-A. PROJECTS 25-041 T-1 TITLE SHEET 0I-2&-26 A-I SGHEDULES, NOTES 6 DETAILS 0I-2&-26 A-2 EXISTING BASEMENT PLAN OI-28-26 A-3 EXISTING FIRST FLOOR PLAN 0I-2&-26 A-4 EXISTING SEGOND FLOOR 0I-2&-26 TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS OFFBASTE D°PE SPACING AND LOCATION Roof _ �l®fi5 . CODE REFERENCE NOTES SIMPSON LSTA 30-186A.48d box(21/2'x0.113")or 2" X 8" RR ® 16" O.G. RIDGE STRAPS AT EA. Blocking between ceiling joists or rafters 3-8d common(2 1/2'x 0.131");or RAFTER. 1 to top plate 3-10d box(3'x0.128");or Toenail i ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLRS FIR-LARCH STRUCTURAL GRADE R505 Glazing at hazardous locations shall have glazing protection in conformance 3.3"x0x(21nails with r308. In general, glazing in all doors and fixed 51de onels, TYP. ROOFING OR 4-Sdbox(21/Yxo.113");°r N0.2 OR BETTER. g , g g p C�lazings less than 2 Ceiling joists to plate 3-8d common(21/2"x0.131");or Perjoist,toe nail 2. ALL EXTERIOR FRAMING TO BE 5TRUCTURAL GRADE GGA TREATED LUMBER. 60" above surfaces of tubs showers, etc. Glazing within 24" arc of doors in closed " 3-l0il box(3"xo.12B•);or 3. ALL SHEATHING TO BE APA.RATED,EXPOSURE I,I/2"MIN.THICKNESS. PERIMETER PANELS AT EDGE OF position with sills less than 60" above floor. Glazing) over 9 square feet and less IN. AIR SPACE 2"x4" DOLLAR TIES AT 3-3"x01.131"nails ROOF 4 WALL CORNERS TO BE NAILED® 4"O.G. ALONG E06E5 4 b"O.G. IN FIELD W/SOLID BLK6.UNDER than 15" above finished floor. Glozin near stairwa s/landln 5. 5cc complete, text of ABOVE INSUL. Ceilin joist arallelrofter, g y g p 16" O.G. �" DOWN gi P 4-30ilbox(3"x0.128");°r ALL SEAMS R308.4. blazing for specifics on locations and exceptions. 3 laps over partitions(see Section R802.5.2 3-16d common(3 W x 0.162');or Face nail r B T N RIDGE AND and TableR802.5.2) 4-3")0.131'nails 4. U5E 50LID BLOCKING OR X-BRACING,BETWEEN ALL J015T5® 8-0u MAX.5PAGIN6. GEILING JOISTS. 9 Ceiling joist attached to parallel rafter R308.6 Skylights and sloped glazing shall comply with this section and have fully M, Q�INJIffEffr 4 (heel joint)(see Section R802.S.2 and TabeR8o2.5.2 Face nail 5. PROVIDE DOUBLE FRAMING UNDER ALL PO5T5 4 PARALLEL PARTITIONS. tempered glazing. TableR802.5.2) b. ALL FLUSH W.CONNEGTION5 TO BE FASTENED W/RATED 6ALV.METAL GONNEGTOR5 BY 51MP50N + + + + Collar tie to rafter,face nail or11/4"x20 4-10dbox(3•x0.128");or R30cl Garage opening protection and separation required to be as noted and 1n N07m + + + + 2 06 _Old`R1r9[v0 /AffEN10-Fq5 5 ra.ddgestropto 3-10d common(3"x0.148");or Face nail each rafter (OR E(�UAL). conformance with R30a. tiara e floor surfaces shall be sloped to facilitate the u --e\tD `r Cep rafter' 43"x 0.131'nails g p 3.16d box nails(3 1/2"x 0.135");or 2 tooe nails on one side and 1 movement of liquids to drain toward the main vehicle entry doorway. 3-SOd common nails(3"x 0.148");or toe! ail /u� oG��,/ r,�(2`E�� C 6 Rafter or roof truss toplate 4-101 box ails ");or oncerortru Side ofeach f#� R310.1.1 All emergency e5Ga e and rescue openings shall have a minimum net clear 4-3"z 0.131"nails raftter or truss' g y p 4-16dcomm n(3"x0.14 opening width, th, square feet. 24" minimum clear opening height, 20" minimum clear A I L � �� 3-101common(3'x0.148');or Toenail opening width, 44° max still height. ( �f•� r=7AIL � El a-101 box(3"x0.128");or WINDOWS / 5L. 6L. DOORS AS MANUF. BY MARVIN, INTEGRITY W/ Roof rafters to ridge,valley or hip rafters 43'x0.131"nails IN5UL. 6LA55, IMPACT RESISTANT 4 DESIGN PRESSURE RATED AS REG-0 7 FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL AL'`: I" = I'-O" or roof rafter to minimum 2'ddge beam 3-161 box 31/2"x0.135");or BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- CONFORMANCE WITH THIER RE5PEGTIVE CODE SECTIONS. ARCHITECT IS NOT 2-161 common(3 1/2"x 0.162");or End nails PROVIDE PREGUT, PREDRILLED PLYWOOD, 7/16" THIGK. 31o1box(3"xo.1z8");or RESPONSIBLE FOR THESE INSTALLATIONS. max. ,. INCLUDE ATTACHMENT HARDWARE: �a 3-3"x 0.131"nails n 2 1/2" NO.& WD. SGREW5 @ 16" O.G. F/ SPANS UP TO b FEET, r €: R314 stairwa s shall not be less than 36 Inche5 in clear width at all points above the LAG BOLT NAILER W/ (2) Wall AND � 12" O.G. F/ SPANS BETWEEN 6 � 8 FEET. y p 24"o.c.facenail permitted handrail height and below the required headroom height. Handrails shall not 3/b"(P x 4 1/2" BOLTS ® 32" D.G. 16d:ommon(3SS•xo.t62") BUILDER TO VERIFY $ CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS more than 4.5 Inches on either stdeof the stairway and the minimum clear a 8 Studtosud(notatbrotedwallpanels) lOdoox(3'x0.128");or project y 3"x0.131"nails 16'o.c.facenail WITH OWNER. width of the stairway at and below the handrail height, including treads and landings, l6dbox(3}'x0.135");or OPTION: PROV. I"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTAGH 5TRUGT, shall not be less than 31.5 inches where a handrall Is installed on one side and 2-1 TYP. EXT. �: Stud tosu andwall corners studs at 12"o.cfacenail WALL (2"X4" --- TEGO EA. R.R. TO 2"x8" NAILER ' 9 intersecting wall corners 3"xD.131"nails PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT Inches where handralls are provided on both sides. The maximum riser height shall be (at braced wall panels) l6d:ommon(3)f"x0.162"I 16"o.c.facenail FROM WEATHER, ETC. (VERIFY DETAILS) &.25" and the minimum tread depth shall be 9" in conformance with R314.2. Minimum IN ATTIC 16'o.c.eachedgeficenail headroom 6-8. All stairs shall be provided with Illumination in accordance with 5PAGE5) Built-up with l6dmmmon(314"x0.16r) MAINTAIN I" CLEAR 10 Section R303.4. Enclosed accessible space under stairs shall have walls, under stair --- . spacer) 12'o.c.each edge face nag FOR VENTILATION. 16dbox(3Vx0,13F) surface and an soffits protected on the enclosed side with 1/2-Inch sum board. .. x.' y p gyp 5-8d box(2 1/2'x 0.113");or NOTCH RR F/ 11 Continuous header to stud 4-8d common(2 1/2'x 0.131%or Toenail r I I � �� I respectively, measured vertically from the nosing of the treads shall be provided on Handrails having a minimum and maximum heights of 34 inches and 38 inches, 4-ICdbox(3"x0.128") 5HEATHING 16dcommon131/2'x0.162") 16"o.c.ficenail respectively, 12 Adjacent full-height end of header at least one side of stairways. All required handrails shall be continuous the full lDd box(3"x0.128");or 12"o.c.face nail length of the stairs with two or more risers from a point directly above the top riser 8-lEdc3mmons" I I I T ( : of a flight to a point directly above the lowest riser of the flight. Ends Shall be ��MID 8-1Edcommon/2"xD(3 112" 0.162");or (Face mink um24"lapseoflengthea I returned or shall terminate In newel posts or safety terminals. Handrails adjacent to 13 Top plate to top plate 12-16d box(31/2"x 0.135");or (minbimum 24"lap splice length each 12-10d box l3'x0.128");or side iof endjoint) a wall shall have a spce of not less than 1.5 inches (38mm) between the wall and the 12-3"x 0.131'nails AMERICAN FOREST AND PAPER A550GIATION (AFaPA) handrall. The handgrip portion of handrails shall have a circular cross section of 1-1/4 R-50 INSUL.J 0I-24-26 ISSUED FOR PERMIT Bottom plate tojoist,rim joist,band joist 16d common(3 1/2"x 0.162") 16"o.c.face nail WOOD FRAME GON5TRUGTION MANUAL FOR Inche5 minimum to 2-5/8 Inche5 maximum. Edge radius of 1/8". 14 blocking panels) 16d box(31/2'x0.135");or ONE AND TWO- FAMILY DWELLIN05. (2015 EDITION) blockin (not anels Sz"o.c.facenail 3"x0.131'nails R316.1 Guards are to be a minimum of 36 Inches (cll4mm) In height. Open sides of TYP. ROOF. TIES: Bottom plate to joist,rim joist,band joist 3-lEd box(3 1/2"x 0.135");or 3 each 16"o.c.face nail stairs with a total rise of more than 30 Inches above g the floor or rade below shall "W" 15 or 2-lEd common(31/2"x 0.162");or 2 each 16'o.c face nail 51 MP50N1-4 blocking(at braced wall panel) 43'x0.131"nails 4 each 16"o.c.face nail have guards (each side) not less than 34 inches in height measured vertically from CONNE6TOR5 @ 1611 O.G. TEGO a-st box(2112"xo.113");or GROUND 5NOW LOAD 20 P5F the nosing of the treads. (Second story guards are recommended to be higher.) U.N.O. EA. JST. 2- SIMPSON "112" 3-SEd box(31/2'x0.135');or CONNECTORS ® 16" O.G. 4-8d common(2 1/2"x 0.131");or Toenail WIND SPEED: TOWN OF h#1NTIN6TON 130 MPH (3 SECOND GUST) R317.1 Single and multi le-station smoke alarms shall be Installed in each sleeping 4-1Cdbox(3"x0.128");or g p p g ® (ONE EACH SIDE) 16 Top or bottom plate to stud 4-3"x 0.131"nails WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) room, outside of each separate sleeping area In the immediate vicinity of the 3-1Ed box(3 1/2"x 0.135");or bedroom, on each additional story of the dwelling, including basements. The alarm 2"xb" 2-lEd common(31/2"x0.162%or End nail SEISMIC DE516N GATEi C devices shall be Interconnected in such a manner that the ac e tivation of on alarm will I G.J. 3-1Cd box(3"x 0.128%or 31'x0.131"nails WEATHERING AREA SEVERE activate all of the alarms in the individual unit. The alarm shall be clearly audible in all Top plates,laps at corners and 3-1Cd box(3"x0.128');or bedrooms over backround noise levels with all intervening doors closed. All smoke 17 intersections 2-lEd common(3 1/2"x 0.162");or Face nail ICE SHIELD YES alarms shall be listed and installed In accordance with the provisions of this code 3-3"x 0.131'nails and the household firewornin equipment rovl5►ons of NFPA72. 3-8d box(2 1/2"x 0.113");or FROST LINE DEPTH 3'-O" gp 18 1•brace to each stud and plate 2-8d common(2 1/2"x 0.131"),or Face nail "X4" 2-SCdbox(3"x0.128");or TERMITE AREA MODERATE TO HEAVY R31a.1.2 Wall and ceiling finishes not Including trim, door, and window frames shall have 2stiples13/4 DECAY AREA SLIGHT TO MODERATE a flame-spread classification of not greater than 200. Wall and ceiling finishes shall 3-Bcl box(21/2"x0.113");or have a smoke-developed Index of not greater than 450. 19 1'x 6'sheathing to each beadng 2-8d common(2 1/2"x 0.131");or Face nail WINTER DE51ON TEMP 11 R322. A vapor retarder shall be installed on the warm-in-winter side of insulation. 2-10d box(3"x 0.128");or 2st)ples13/4" RIOOLI Masonry chimneys shall be constructed, anchored, supported, and reinforced 3-8d box 12 1/2"x 0.113");or as required in this chapter and the applicable provisions of Chapters 3, 4, and 6 with 00 3-Bd common ox(3"x .12");or 0.131");or NOTE: ALL GONSTRUGTION WORK SHALL BE DONE IN AGGORDANGE applicable clearances to combustibles and firestopping. U.N.O. 3-11Id box 13"x crown, );or 7 I L 3stipl as,l"crown,l6ga.,13/a^long WITH THE REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE R8O7.1 Attie access. An attic aGGe55 opening shall be rovided to attic areas that ��/) I 1"x8"and wider Wild FOLLOWING: p g p 20 Face nail exceed 50 square feet and have a vertical height of 30 inches or greater. The bearing 48c1 box(2 1/2"x 0.113"I:or q. g g III = I r-O If 3.8cl common(2 1/2"x 0.131");or THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 rough-framed openinh shall not be less than 22 inches by 50 Inches and shall be 4stdpes,I"crown,16)gar13/4"long RESIDENTIAL GODE OF NEW YORK STATE located In a hallway or other readily accessible location. A 30-Inch minimum unobstructed headroom in the attic space shall be provided at some point above the Floor ENO INEERED STRUGTURAL GOMPONENT5 AS PER ASGE 7-10 access opening. See Section M1305.1.3 for access requirements where mechanical 4-8c box(2 1/2"x 0.113");or equipment 1s located in attic. 3-Sd common(21/2"x0.131");or CODE COMPLIANGE: 21 Joist to sill,topptateorgirder Toenail THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 31'x0.31" ails ");or R808.1 Combustible insulation shall be, separated a minimum of 3 inches from 3-3"x0.131"nails RESIDENTIAL GODS OF NEW PORK STATE. ALL DETAILS AND ad tox(2 1/2"x 0.113") 4"o.c.toe nail INFORMATION HEREIN 15 GERTIFIED BY THE LISTED DESIGN recessed lighting fixtures, fan motors, and other heat-producing devices or DOUBLE TOP PLATE Rimjoist,bandjoistorblockingtosillor separated In accordance with the conditions stipulated in the fixtures listing. I- " x 15 GAUGE 22 top Bid common 121/2"x0.131");or PROFESSIONAL AND IN GOMPLIANGE WITH THE FOLLOWING: plate(roof applications also) 10d box(3'x0.128");or 6"o.c.toenail Recessed lighting installed In the building thermal envelope shall meet the STEEL GOLIED 3"x0.131"nails 1. 2025 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO requirements of Section N11o1.3. TYP FLO STRAP NO. GS18 3-8cl box m n(2x/2'x0►J°f FAMILY HOUSES I BY 51MP50N 23 1"x 6"subfloor or less to each joist 2-Bd common(2 1/2'x 0.131");or Face nail n 3-SUd box(3"x0.128%or 2. 2D25 NY5 UNIFORM GODS 5UPPLEMENT\ UNDER JOIST(I2 HEADER 2 saples,1""crown,16 ga,13/4"long 3. 2024 1 EGG END LENGTH) 16" 3-16d box(3%'x 0.135') 4. ENGINEERED 5TRUGTURAL COMPONENT5 PER A5GE 7-10 5( � ® O.G. za 2"subfloortojoist°rgirder 2-lfld common(3%'x0.162") Blind or 5. WDOD FRAME GONSTRUCTION MANUAL 2020 EDITION FOR 25 2'planks(plank&beam-floor&roof) 3-1('d box(7�'x0.135'�;or At each bearing ONE AND TWO STORY FAMILY DWELLINGS BOX BEAM. FULL HEIGHT 2-1(d common(3 f•x 0.16T) STUD 3.16d common(3Wx0.162") THERE SHALL BE NO DEVIATION IN GON5TRUGTION PRAGTIGE LIVE DEAD MATCH FJ a3'x0.1 box 3"nails,"),or FROM THE REQUIREMENTS OF THESE DOGUMENT5. 20 10 ROOF : 5Now LOAD, 26 Bandordm)oisttoJoist End nail 43"x 0.131"nails,or 4-3'x 14 ga.staples,7/1V crown PER .12 PITCH HEADER TO STUD.. BY SIMPSON 2bcommonl4"x0.192");or Nail i each layer as follows:32'o.c.at MATERIALS SHOWN AND 5PEGIFIED ON THESE PLANS HAVE BEEN 40 10 DECKS / PORGHE5 K S L5TA21 CONNECTOR W/ 16-IOD top aand bottom and staggered. CHOSEN BASED ON PERFORMANCE DATA AND MANUFACTURERSI FA5TENER5 10dbox(3'xo.128');or 24"co.c.facenailattopandbottom REGOMMENDATION5. AND 5UB5TITUTION5 WILL BECOME THE 40 to ROOMS OTHER THAN SLEEPING ROOMST I L. ^ � Built-up girders and beams, lumber 3'x0.131'nails stagggeredonoppostesides. 30 10 5LEEPIN6 ROOMS w 1 j z7 BURDEN AND REASONABILITY OF THE CONTRACTOR TO a-4 layers And: 2-2odcommon(4'x0.1927;or3-10d Faceenailatendsandateach VALIDATE THE GOMPLiANGE WITH CODES AND TESTING 6 jl�) AL1°: I° = I'-0° 20 10 ATTICS WITH STORAGE U box1314"x0.128");or splicce PROCEDURES, INCLUDING THE PRODUCTION OF AN51 TEST WIND SILL 3-3'xo.131"nails RESULTS , AAMA TEST RESULTS, ETC. 10 10 ATTICS WITHOUT STORAGE PLATE ~J Q LN 416d box(31/2"x 0.135");or FF-'--II 28 Ledger strip supporting joists or rafters 3-1(d common(31/2'x 0.162');or At each joist or rafter,face __ STUD T ATE: _ (�/ �' j.I_I � INA L I �®� SIMPSON 5" UPLIFT w - Q 4-lod box(3'x 0.128%or nail "4-3"x 0.131'nails 2-1(ld box W x 0.128"),or 2-8d Zn GONNEGTOR " DIA. �'�+ - 29 Bridging tajoist (21)2 on o.131';or2.3'x0.131")nails Each end,tcenail I. All electric. work shall comply with the National Electrice Gode. Electriclon shall TYPIGAL AT GORNER5 F"-'-I ___I Z SPACING OF FASTENERS obtain fire underwriters certificate for all electric work and shall submit to owner. OF BUILDING AND AT Z 111 DESCRIPTION NUMBERAND Edges Intermediate Provide all Outlets and Junction boxes required for all appliances, pumps, BOTTOM PLATE ENDS OF 5HEARWALL5. W Q ITEM OF BUILDING ELEMENTS TYPE OFFASTENER''a,' (inthes)h (ache)• equipment, etc. Contractor shall review service requirements, all lighting, Outlets, ��®wT s , (1 1 O Wood structuralpanels,subfloor,roofandInteriorwallsheathingtoframingandparticleboardwallsheathingtofrainhing[seeTableR602.3(3)forwood fixtures, phone, T.V. cable Jacks, etc. with owner as required for the full iiiaa••1a��.. I / \ IL \J ' Z structural panel extHor wall sheathing to wall framingl installation and satisfaction of owners requirements and code compliance and shall H O Ln 6d tmmon(2"`x 0.113"")nail SCALE: I" e Vi r� (subfloor,wall)i provide same. Architect is not responsible for electrical designs for this project w f^, CD Q � � 30 3/8"-1/2" 8dcommon(21/2"x0.131")nail 6 12' in an capacity. 4-a-- < (rocf);or RSRS-01(2 3/8"x o.113')nail y p y' P. ANGHOR BOLT: -� (rock 2. All plumbing work shall comply with the National Plumbing Gode. and all local 5/ ' IA. 48" O.G. TYP. HOL OWNS: 31 19/32'-1" Bd common nail(21/2'x0.131%or 6 12r codes. Gontroctor shall review with the owner the requirements for plumbing Goo HATE PLACEMENT ^^ - RSRS-o1;(2'x0'.113")nail(roof) BY SIMP50N, A CONNECTOR W/ Fri 10d common(3"x0.148")nail;or in5tollotlons includin but not limited to fixtures, trim, accessories, etc. and LU g W/HOLD WN BOLTS. VERIFY 14-5D53 SCREWS PT.) AND EXTENDED �T� 32 11/8"-il/4" gd(21/2"x0,131")deformed nail 6 12 re uirement5 for water service and domestic hot water. Architect 15 not _ 5/8" BOLT FROM E WALL W CI BOLT TYPE, EDMENT,REBAR z (SEE FND. PLAN FOR GATIN5) Other walleheattflr9 responsible for any plumbing systems in any Capacity. Gontractor shall provide ETC. BEFORE 5TRUGTION b no 4 11/2`galvanized roofiingnail,7/16" sanitarysystem in accordance with the owners approved site Ian and shall TYP. 5UB-F - TYP. SUB-FL 33 1/2"structuralcellulosicfiberboard headdlameter,orll/4`long l6ga. 3 6 y pp p � � sheathing coordinate all inspections required for approval of same. And curve 5 indicatin p staple with 7/16"or 1"crown I- �"l• approval y g TYP. F.J. TYP. F.J. l 13/4"galvanizedroofingnail,7/16" final tank locations shall be by owners surveyor. Contractor shall provide surveyor I- " x 18 GAUGE STEEL N 34 25/32"structural cellulosic fiberboard head diameter,or 11/2"long 16 ga. 3 6 sheathing with information as required. GOLIED STRAP WRAPPED I- x 18 GAUGE STEEL staple with 7/16"er1^crown 3. All H.V.A.G. work shall comply with Article 10 of the N.Y.S. Uniform Fire UNDER SILL AND OVER GOLIED STRAP WRAPPED IN 11/2"galvanized roofing nail;sta cp ple 35 u2"gypsum sheathine galvanized,11/2"long;11/4screws, 7 7 Prevention and Building Gode and Energy Gode. Contractor shall review all EAGH STUD W/ 12" MIN. UNDER SILL AND OVER m L1 TypeINorS STUD BEARING. NO. G518 EAGH STUD W/ 12" MIN. @ r4l 13/1"galvanizedroofing nail;saple mechanical systems with owner for type of system to be provided (I.E. oil, gas, or C� G BY SIMPSON STUD BEARING. NO. G50 g° g g electric hot water or air, etc.) Including air conditioning requirements. Architect 15 0 36 5/8"gypsum sheathin galvanized,I S/8"long; 7 7 e Typc W or S g g g Y 51 MP50N Woodstructurolpanels,combinationsubfioorunderlaymenttofraaming not responsible for heating or air conditioning systems in any capacity. R-30 INSUL. R-30 IN5UL. 4. Owner shall obtain any and all required permits prior to allowing contractors W/ VAPOR BA R UP W/ VAPOR BAR R UP 6d deformed(2"x 0.120")nail;or 37 3/4'andless Sdcommon(21/2"x0.131")nail 6 12 to proceed with any of the work. a o�. z G�[ns'�'` CSCG��#� 25-041 Bdcommon(21/2'xo.131")nail;or 5. All site work including sanitary system, utilities, easements. setbacks, elevations, 38 7/8'.1' 6 12 TY FND. / FTC. TY ND. / FT6. 8ddeformed(21/2"x0.120")nail drainage, retaining walls, etc. shall be in accordance with a 51te plan prepared by GRADE lOd common(3"x 0.148")nail;or 39 11/8"-11/4" 6 12 6 DE 8d deformed(21/2"x0.120')nail the owners surveyor. The Architect is not responsible for site designs of any type In any capacity. EXP. JT, d ° PITCH FIN GRADE EXP. JT. a ° @&P PROJECTS 25-041 ForSI:1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 v/s;1 ksi=6.895 MPa. a. Nails are smocommon,boxordeformedshanksexotptwhereotherwisestated.Nailsusedforframinigandsheathingconnectionsshall 6. All work shall be performed by licensed Contractors whom are experienced A oth FROM WALLS TYP. PITCH FINAL GRADE have minimum average bending yield strengths as showy 80 ksi for shank diameter of0.192 Inch(20d mammon nail),90 ksl for with the type of work being performed. All contractors shall maintain liability 4" 0o P51 GONG. 5LA AWAY FROM WALLS TYP. shank diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 10.142 inch or less. - _ Insurance and workers Compensation insurance 1n connection with all work being ° o z ° p z [.��Ln� ��A �t\l #1l b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. - performed in project. m ° ' c. Nails shall be spaced at not more than 6 Inches on center at all supports where spans am48 inches orgremer. 7. All materials, systems, equipment, fixtures, etc. shall be installed in strict . d. Four-foot b/8-footor4-foot"foot panels shall be applied vertically. 2"X4" 2 nx4u m compliance with the manufacturers written specifications and installation instructions KEYWAY °. KEYWAY e. Spacing of fasteners not included in this table shall beb:isedon Table R6o2.N2) including all clearances for service, etc. ° • ° •'° f. For wood structural panel roof sheathing attached to ga)le end roof framing and to intenredlate supports within 48 inches of roof edges and 5. All contractors shall warrant their work in writing to the owner for o minimum dollies,nails shall be spaced at 6 inches on centerwhere the ultimate design wind speed is less than 130 rmph and shall be spaced 4 inches on F center where the ultimate design Mind speed is 130 mph or greater but less than 140 mph. period of two years. FOOTIN lf� g. Gypsum sheathing shall conform to ASTM C1396 and sh ill be installed in accordance with GA 253.Fibertcoard sheathing shall conform to ASTM 0206. q. The Architect shall not have control or charge Of and shall not be responsible :�r=7AILw T I I h. Spacing of fasteners on floor sheathing panel edges apples to panel edges supported by framing members and required blocking and at floor for construction means, methods, techniques, sequences, or procedures, or for perimeters only.Spacing of fasteners on roof sheathing)anal edges applies to panel edges supported by Araming members and require ' blocking.Blocbng of roof or floor sheathing panel edges perpendicular to the framing mern bars need not I be prondded except as required by safety programs In connection with the work or for acts or omissions of the other provisions of this code.Floor perimeter shall be supported by framing members or solid blocking. i" •' I'-O" i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedu le,provide twvo toe nails on one side of the rafter contractor, subcontractors or any person performing any of the work, or for the and toe nails from the ceiling joist to top plate in accord Inca with this schedule.The toe nail on the opposshe side of the rafter shall not be failure of any of them to carry out the work in accordance with the intent of the required.l Sheathing contract documents in that said respon5ibilty 15 the sole responsibility of the, ° RSRS-01 is a Roof sheathin Ran Shank nail meetingthe specifications in AM F1667. � 2 o f ✓ contractor. d��G� LQo �LaG�]G:lg GQoDoLao 37-4 24-4I 2"-211 1 4'-8" 23'-8" 4'-8" 2'-2" 17'-10" �flc Cn301'�1MOO <r R25 G3[1U[ G3M,'7,%D, 000fl K IN50L A I HR FIRE E`.XISTIN6 STOPPING 61RDER A-2 I I MINERAL WOOL m ( O I I O I IST FLOOR LL - EL. o'-oll �� EX. FJ TO f"'j" REMAIN 14R SELF GLc751N6 H.M. I I COVE LI&TIN6 r P, DOOR I 2&xb8 _ EX 10 GONG I WITH LED L16HTIN6 U - I �; GYP BD PAINTED EX. HW I I G1 r FOUNDATION WALL GONG PLAT AND STEPS HE/4TER I I TYP. I PER NYSW R311 — J 1'4" a'-a" IS-7 I- - - - - - - - - - - - - - - - - - - - - - - -wA. = 15 I NSUL BATT VENT TO G ( OUTSIDE 2'-0° � - I I I I I I I I 2x4 STUDS a 16 O.G. 3°xb8 Q p o I I 4-4 10 MIL VAPOR BARRIER SD - - 1zI O u R5 RI61D / I - - - - - - - - - - - - - - - - - m L ORYwELLLn iL �eY1z I N :: �� @� _�' 3' 4° � b'-o° � r - - - - - - - - - -- - - - - -- - - - - - - - - - - - - 7 I " K �:X 5T6 INSHED �j 0I-24-26 ISSUED FOR PERMIT 5/8 TYPE X GYP ED. ABOVE I I I ( EXISTING 8 GONG BASEMENT AND MEGH. EQUIP. I F 5-.'v 03 1.75x11B75 LNL 6DR I I I I FOOTDIN6ITYP. b 6L,A55 ( N61� DE516W I 2 xb I e - DOOR AND I -21 Q Q 4'-4" _ " F6. 3" " p PANEL. m r-' -1 7 I I I o I I I I EX. 4 GONG. SLAB ON o m I J I I I L _ J L _ J � I I I m GRADE m _ BEAM � I I ° GYP BD � N = POGKET I 6 0 I UNDER I I I BASEMENT __1 STAIRS DSD 6 I Y EL. -9'-10" NYSBC 6 L \ J L o — I A ADD N L - - - - - --I 342 5TL GOLUNM =� A I ATOP EXISTINS A-2 FOOTING STAIR PER I I VENT TO WSW R311 I I I >I lA L L 5 E C T I ® I �t_ o OUTSIDE / I I ( SCALE: 1/2" = 111-0" G USTOME 6� AASEWORK O 05p � - / i I d� tel: I m m / in ( ax I I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION4 BELOW SLAB ( I N ® DOOR OPENING @ DOOR OMENINO 1 :,;:� L- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -1 I CLOSET 2,_7„ CL I I A I HIDDEN o — — � — -- - - - _ _ -1 - - - - - - I- - - — — — — — — — — — — — — — — — - - -- --- -- - - — — — A-2 o :: 4 V. THRU ROOF DECK(ABOVE) — — — — — — — — — — — — Q:_O:: (:_p::2'-c}11 -1'-211 G:_a:: 2_-} q_2 2-n: 2_ p _" 5:_4:: 5 i_` :: ATTIG OEX. 25x3b CASEMENT VENT 4" 501E ECRE55 WINDOW BASEMENT NOTE-5: BASEMENT ARE NOT TO BE USED BATHROOM �I LAN FOR 5LEEPIN6 OR COOKIN6. — Lu TI N BASEMENT CAN NOT BE USED AS A SEPARATE LIVING UNIT. F T --__ -__._ � N BASEMENT USE FOR APPROVED I w Din z USE ONLY I 1/2" I "I — < it I/211 I211 I I I/2 211I I I/2"I I I/2"I I I/2" I Q — Z � � � NOTE: LAV. ( LAV. .I.._.... WASHER 1.I..I J Z SMOKE ALARM TO CONFORM WITH R31-4 OF THE 2020 IRG. CARBON MONOXIDE Z DETEGTOR5 TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION 915 OF THE 2020 5H0 R W.G. I W.G. IB W C) Lu < u Z NOTE: N� ®� �: I —I Lu q) 0) 7 WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS „ PLL R 1 SECOND FLOOR — Lu II. ALL PRE-ENGINEERED LUMIBER SHALL BE TRU55 JOIST TJI I---i < — FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL 4" 5011 W O G.O. L-1G.O. <JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING 4' 11 I -t < CD THICKNESS OR AS NOTED. RESHGEGK GOMPLIANGE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8 MIN. STIFFENERS INSTALLED A5 PER MANUFACTURERS 4 I 4 411 � n kD ^ INSULATION VALUES Sf+OWN ON SECTION ARE USED RECOMMENDATIONS. WEB `STIFFENERS SHALL BE REQ'D AT ALL POWDER FOR RE5GHEGK COMPLIANCE ALL VALUES MEET l LOAD AND BEARING POIN75 AT A MINIMUM. A SINGLE 1-5/4" LVL Z ROOM KITCHEN �T1 f1 z MINIMUM REQUIREMENTS 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. RIM JOIST SHALL BE REQ 10 AT FLOOR PERIMETERS. HANDLING, EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO ANDERSEN 400 SERIE::S WINDOWS TO GONIFORM WITH STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER I '�- --� R310.2 OF THE 2020 IRG WHERE APPLICABLE. - - - - - - EX. 5" POURED CONCRETE BESET ON SOLID BLOGKING X . GLUE AND NAIL PLYWOOD MANUFACTURERS RECOMMEENDATION5. ( I I I/2" >- x U-FACTOR AND SHGG U5ED PER MANUFACTURES FOUNDATION WALL TO 5UBFLOOR TO FLOOR JOISTS. 1 1/211 VALUES. — — — — — — REMAIN LAV. I SINK 12. ALL MULTIPLE LVL PRODUJGTS TO HAVE 2 ROWS OF 1/2" DIA. I 211 ICE BARRIER TO BE INSTALLED MIN 24" INS:IDE THE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH U__ O MACHINE BOLTS @ 12" O.G.. o I F.A.I. EXTERIOR WALL LINE OF THE BUILDING „ „ „ „ DOUBLE UPRIGHTS, a-O AND OVER WITH TRIPLE UPRIGHTS. ALL I (w) c4 00 EX. 2 x6 OR 2 x4 WD 015H m FRAMED WALLS @ I6 7 " O.G. w/ HEADERS SHALL BE A MINIMUM OF 2-2X5 OR AS, SHOWN ON 13. PROVIDE FIRESTOPPING AtT ALL LEVEL PENETRATIONS. W G 5 1/2" G.W.B. EA. 51DE TO DRAWINGS. REMAIN FIRST FLOOR INT. FINISH NOTES 14. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND FLOOR v 5. SOLID BLOGKING SHALL BE PROVIDED FOR ALL JOISTS, AND I - ALL 5PAGE5 WITH AREA OF WORK SHALL HALLS @ NEN f'16O.G. w HD l/1/D2 FLOOR BEAMS AS, PER N.Y.S. CODE OR AS, NOTED @ 8-O O.G. BEAMS, SPACING NOT TO EEXGEED 8'. WET BAR 4" SANITARY LINE G.O.G.O. TO EXISTING RECEIVE (1) GOAT OF PRIMER AND (2) COATS \` \\\ G.W.B. EA. 51DE PROVIDE 2 AIR SPACE FOR AIR CIRCULATION IN ROOFS.11 �I.0 [� MIN. OF INTERIOR LATEX PAINT BY 5HERWIIN I_ C �i�d 5C #o 25-041 -___ -- � --._. BATHROOM APPROVED WILLIAM5 OR APPROVED EQUAL. (COLOR BY 6. DOUBLE FRAMING AROUND OPEN INGS(5kyIIght%5talr5 etc.) OR AS T_ 5EPTIG SYSTEM OWNER) 050 SMOKE DETECTOR NOTED ON DRAWINGS. I I XHGI 2 - ALL GEILIN6 5URFAGE5 SHALL REGEIWE (1) 1 1/2"I I HOUSE TRAP CQ�, sNLEE° PROJEGT5 25-041 LAYER OF 1/2" GYP. BID. W/ (1) GOAT OF 1 1/2" PRIMER, AND (2) COATS OF 5HERWIN WILLIAM5 ® CARBON MONOXIDE 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS SINK LAV BACK INTERIOR LATEX PAINT, COLOR TO MATGHI DETECTOR OR AS, NOTED ON DRAWINGS. EXISTING. PREVENTER 3 - CONTRACTOR SHALL PROVIDE d: INSTfALL ( � W.G. E— FLOW �G3G1��1�[�1C�#n 5HOWER ALL 5TANDING AND RLiNNING TRIM. PRIME 8: EXHAUST FAN MIN -15 GFM 8. ALL FLUSH WOOD GONNEGTION5 SHALL BE FASTENED WITH � PAINT 5HERWIN WILLAII.15 5EMI-61_055 FIN11514 RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR L._____ BA5EMENT (COLOR BY OWNER). 4 - COORDINATE FINISH OF ALL DOORS VgITH APPROVED EQUAL. OWNER. 5 - COORDINATE FIN15HE5 FOR ALL COVER a. PLYWOOD SHEATHING TO BE NAILED WITH bD ® 4" O.G. `- L— PLATE5 WITH OWNER 4" SANITARY LINE 4" b - COORDINATE FINAL FLOOR FIN15HE5 P4TH EXTERIOR EDGES AND Coo12 O.G. INTERMEDIATE. OWN yl�� 171 �IA 6 A�/�' EJECTOR PIT 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND I I STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY SGALt:: NT5 "SIMPSON" OR APPROVED EQUAL. Gv�[EU MCO,00 0f �� U�QL�°o 14'-5" 8'-O" 14' � .. gg •g` 1 '. NN WINDOW WINDOW HELL STOOP Hm.` (BELOW (BELOW) 01-24-26 155UED FOR PERMIT KITCHEN � I 14'-4"XIS'-6" FAMILY ROOM d) 22'-4"xi5'-6" U Z -`1 t� 000 KITCHEN 14'-4"x15'-b" LAV OIt 11 PONDER- m O �t z O O 22,-0 " m v 0 H m • 50 �i CL O GO N LIVING ROOM UP DINING ROOM 14'-O"xl2'-O" l l'-8"xl2'-2" — — — — — — — OVERHEAD DOOR I i OVERHEAD DOOR I I I I 0 Q z o W -j z Y z u- COVERED PORCH W Lu < �— W O 0 ►_ �Q I- LL cn O W x w 15'-2" -7'-0" 15'-2" 24'-4" rio t— O 71 N 61'-5 O a r � � 25-041 PROJEG75 25-041 (D X1571 N6 fo' 1 5T LC FLAB — I scA�: V4" = I'-D" C)G3nW0[ ]G�#1 MAIN FLOOR = 1,215 9F 6ARA6E - 552 5 F TOTAL FIRST FLOOR = 1,*76? 5F �DLmmuH(as 4 0f t NJ�L�LY (J,�v LSL;z1 W LJV 9 Lr.1v�vl;zly �6 FAi00�JO)Mr� nM7FklM 12JWNG3C, 19&,,B9 KV T T @ T @tT�WETQ0�2 -. :.... V11 . .° Nmp- ..., ,.Hµ STOOP MELOW 0I-24-26 ISSUED FOR PERMIT � Ti1B Ti1B EMPROOM BEDROOM j hill, 10'-&"x12'-2" a'-5NIV-2" � WG BATHROOM 5'-0"xIV-2" 4] $ ❑ BAMIR-0OM lid!, &-<0"x14'-b" :" LAV. 0 ..__..... N O -- •Ul LAV. ........._.............. ::::_:... ............................::....—.... _.._._..._ _ ❑ -- -------._.................._ — ........__.... _ �. LAV. --- — -_ ----_—�_ .__.._.-----_-. _..._ _ —. _._......__-.................. ..--_ ..-....._........._._._.......... --------.__-----.— OSHOVER ...............-.......... ___.____...... __ _._.........._._.........._._.. ..._................................_.._.........__....... __......._..........._-..-...._.-.----.---._..-...........__...._. ___ _.._____—_— __ GO ......_..........._............ ................ ........................._................._......___•-_..._.._...._.__. �.. .._......._._.. _ -- ..._ ....._---.._..._..........._.._.-.. ...__................................. . oju .. ........................_........_............................ ........................ ............................ (V ............. .................._............._...._................... ............................__........— ......_.—_.._......_............_......................._........ — -- m ...._........_......_..--•-..___.......__. _.........._.............----= :: �_.. .......-.--_ _ C7 ........................ ..-................._................. _........._._..........._...._...._.............. _...._.__.._....._._. z Q . --- -. _ _..___.._...�:..... ............- �� .�::�::.._ _.._...................................................... 5D ____ ____..__ p ...... ....--::::............:::::::.-:::::::::-::::-:::::--::-:-....-=� : -_ -=:-=:........:... -:-............_-=:="--:::::::::: -- -:::::::.--:::--:-.-::::--::----.=.._":`: ---- _..---..._. 5D m O ...._............__-..... _.._.._........._......_.._......; ............. - _._... __..�._. __ ........__..__-__.__..._.__..._.__ -_.....�.....__ M65TER BEDROOM ...__ _ _ ..__ ___._._ �- -)ROOM - �1 W.I.G. 13'-6"xl5'-6' _ ..........__............._. _._...-_... ._._..._� _ .�. __ 14'-ONIZ-0" ___. _.._. ......... . ....................._.... .—....._._ .......--._ -.. .......... .-__--_-._.._...._...............__.._......__........_.......... ..............._._._.....__............._ _ _ ..---_.._..._...—._.._ _ N . :: :_w::::... :::.- :: _.......................... _ u� _..._.. _ n.�...-.».... .��...... _.......... _._._........._.._._._._. . __..-...__ ..._. .. W z .................._.................. ..._.........._...__.........._..._._......._. .__........__...._._ ......._........... ....... - ....._... _ ........................ ....____........._...-----.-----_ __.-..._..___......._. ._.__ ___ _ __ _. - uj ............___...----____.--...___._._....___. _........_......._..___..... _._.__.__......_.........._--------_-------- _-..__.____ _._.._ W col- PH 2'-a" a'-2" 2'-a" 8'-0" 2'-a" a'-2" 2'-a" 24'-4" W �— x lid i N 00 ui � v 0—o 0FE 25-041 EX1571N6 5 C`./ I Z f=LCCR FLAN T5 25-041 TOTAL SECOND FLOOR = 1201 5F L B N,AWN 111[lv]C��# s IN