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HomeMy WebLinkAbout52725-Z �a0?soUTyO TOWN OF SOUTHOLD BUILDING DEPARTMENT N •C • �� SOUTHOLD, NY CoUN 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: �,I Required Inspections: Fees: Single Family Dwelling- Alteration $782.00 CO-RESIDENTIAL $100.00 Total $882.00 l Building Inspector OF SOUTyOIo # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. DATE a�o'1� NSPECTOR FIELD INSPECTION REPORT DATE COMMENTS J FOUNDATION (1ST) ------------------------------------ p� � FOUNDATION (2ND) LA z � o � y ROUGH FRAMING& PLUMBING INSULATION PER N.Y. y STATE ENERGY CODE l — 2/bl D CO/15 U FINAL ADDITIONAL COMMENTS Vo CA J o Z A G X 9 W Ahb 0 z x e b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 50 Building Inspector: ? +� J A N 3 0 2026 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:01-22-26 OWNER(S)OF PROPERTY: Name:Rebecca Epstein SCTM# 1000-106-08-063 Project Address: 4405 Stanley Road, Mattituck 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:'azcad msn.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: El Other Proposed finishes basement Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes ®No 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 BNo IF YES, PROVIDE A COPY. 41 Check Box After Reading: The owner/contractor/design professional is responsible for all'drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildings)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 BOwner Signature of Applicant: Date: --------------- STATE OF NEW YORK) ����,SS: COUNTY OF W1 ) T, -;N CC le/ being duly sworn,deposes and says that(s)he is the applicant (Name of individual sig ing contract) above named, (S)he is the 0,0 (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 nn C3 day of 20 of (p Notary Public MAGDALENA PARSON PROPERTY OWNER AUTHORIZATIOIVNo7ARY PUBLIC-STATE NEW YORK No. 01 PA6264758 (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 I, do hereby authorize Timothy Cloughen to apply on my behalf to the Town of Southold Building-Department for approval as described herein. Owne s�ignae Date G ep5,T]eI14 Print Owner's Name 2 SURVEY OF PROPERTY LEGEND F!J 411V ON THE Q ' •"•• • ELECTRIC MANHOLE _ ANE SUBDIVISION MAP OF - ••' WATER VALVE THE FIELDS AT MATTITUCK ® - WATER METER © CABLE TV BO LOT 9X BUFFER AREA FILED MARCH 31, 2006 AS MAP NO. 11370 - ••••• —T— - - - UNDERGROUND TELEPHONE / SITUATE AT 0 -• •• • ' TELEPHONE MANHOLE / r�lz MATTITUCK. -•• FIRE HYDRANT 03 ' , —E— - -- UNDERGROUND ELECTRIC 44°37 20� E" e —-( __ __ 2za.38, © � o I TOWN OF SOUTHOLD —w UNDERGROUND WATER . CONCRETE MONUMENT 1 � D4� rjr' SUFFOLK COUNTY,NEW YORK • •- TOP FOUNDATION ELEVATION I . T.F.EL. 1 � I x44,5 � •� SPOT ELEVATION 1 ��' �u AREA OF PARCEL = 56,959± SQ.FT. OR ' 1.308± ACRES TC -• .--•TOP OF CURB 1 /E/ gRIGK CURL' a 00 E u EP EDGE OF PAVEMENT 1 Zit, A NALT DpiJEUAY NOTES 1 CONC•� _ SP o 'ly z N\, 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. CELLAR DRicK ENT• N > 1 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK;FILED MARCH 31,2006 AT RINs45.�' x \ W i THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NAVO 1966. ` / 1 90 P STORY USE y0, �t HO �1 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND FRAMGARAGE N 3 \ <l �� \\ H r 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORKSTATE 0 1�� �� s7 \ EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED"OR 17NKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 66�5.�' NPA DUD pDST CTYp.) �\\ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 1 m J ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 2 n �C-i ��Y o g aC NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS �I,' I[ 1Vr U OV �O �pppP• SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO Q J 7ANI-SIp• THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND �� / PODC ED AT TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO 0 202� �� �JQP�44 VIN EL4Tp NETS ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. AUGl71 r/ P P 1 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON F11 Q• a \�• THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION 15 TO BEGIN,ALL BUILDING DEPT Cnt DTH P��� RESPECTIVE UTILITY COMPANIE�BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE 5 JR_� ) 95 8. RIGHTS-OF-WAY N07 SHOWN ARE NOT CERTIFIED. 3 g. THE SURVEY CLOSES MATHEMATICALLY. m 5 a ' / S �� SITE PLAN b / SCALE: 1 40' a Ne i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR 1 Iri�� ASINGLE FAMILY RESIDENCE DATE BY DESCRIPTION APPROV. BY i 1 CgRp�N�F �4,ps� REVISIONS o I C, kEp� Date. 7/11r22 H.S. Ref. No. R-21-0040 TOWN OF SOUTHOLD i o SUFFOLK COUNTY NY o The sewage disposal and water supply facilities at this location have been a inspected and/or certified by this Department or other agencies and found THE FIELDS AT MATTITUCK - to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. C o4�wn0R� LOT 9 SANITARY AS--BUILT PLAN ° CRAIG'KNEPPER,P.E.,CHIEF G DIBf4 SUFFOLK AS—BUILT SANITARY �`` �� ' sf DISTRICT 1000 DISTANCES FROM CORNERS OF BUILDING g H >� L. K. McLEAN ASSOCIATES P.O- DISTRICT of Wastewater Mana ement � CONSULTING ENGINEERS aT wurx couxrRr RD_eRoOcxava,NE.r rGR1C 117+9 Dni n°a E SECTION 106.00 Em,Q D By: MF/CFD socl°: AS NOTED / ST 20' 27' CENTER OF STRUCTURE - ar waa wxmc umroc�ra urt au.aa * 95 v sheet No. BLOCK 08.00 •b�ra���.��� �,�, �9 �• LP 35' 35.5' CENTER OF STRUCTURE a°O.� °�°".u�"wan.a""zra yQ/ Dmkn Dy: MF Uat°: JUNE 2022 LOT 063.000 ,=!z=0a M S SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ��� Mp—.d By: RAS F1e Ne. 20099.Onn TM CM Ch 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. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ TC TC F-Factor F-Factor Ceiling: Flat Ceiling or 1064 30.0 10.0 0.026 0,026 28 28 Scissor Truss Basement Wall:Solid 1064 15.0 5.0 0.042 0.059 43 60 Concrete or Masonry Wall height: 9.00 Insulation depth: 9,00' Insulation position: Integral Insulation Window 2836:Vinyl Frame 7 0.280 0,300 2 2 SHGC: 0.26 Window: 2836:Vinyl Frame 7 0.280 0.300 2 2 SHGC: 0.26 Window 2836:Vinyl Frame 7 0,280 0.300 2 2 SHGC: 0.26 Door:Solid Door(under 21 0.280 0.300 6 6 50%glazing) The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 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 bu ldinn-ha!5 been designed to meet the 2024 IECC requirements in REScheck-Web and to comply with the mandatory rrLquirem nts,,listk =t,the REScheck Inspection Checklist. Jeff A. Zahn01-29-26 Ef f Name Title 5 _ ti r Date Inspection Checklist 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 ;` i Plans Field rt Verified Verified &Req ID ; Pre-Inspection/Plan`Review ; Value Value s Complies? Comments/Assumptions 105.1. 'Construction drawings and I Q Complies 105.2 I documentation demonstrate [PR111 energy code compliance for the 0 Does Not building envelope.Thermal Comply envelope and energy (( Not compliance path represented on O-6servable construction documents. "1(�]Not {Applicable 105.1. Construction drawings and j Q Complies 105.2, documentation demonstrate _ f 403.8 energy code compliance for 5 Does Not [PR3)1 lighting and mechanical j omply E systems. Systems serving Not multiple dwelling units must OT�servable demonstrate compliance with I the IECC Commercial Provisions. Not Pp plicable 302.1, Heating and cooling equipment Heating: `4!Heating: O Complies 403.7 is sized per ACCA Manual S Btu/hr I Btu/hr [PR2)1 based on loads calculated per li Does Not ACCA Manual I or other methods Imply approved by the code official. Cooling: Cooling: (�Not Btu/hr Btu/hr O servable Not �[ A( pplicable i i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Foundation Inspection Section 1 Plans Field J # Verified i Verified !! &Req ID Foundation Inspection Value - Value Complies? Comments/Assumptions 303.2 Conditioned basement wall pp Complies IF0511 insulation installed per t manufacturer's instructions. t Q Does Not Comply j Not Observable QNot Applicable 403.8 Systems serving multiple 0 Complies [FI91]2 dwelling units comply with I Sections C403 and C404 of the 1 Does Not commercial code. Tomply s Q Not Observable {pNot pplicable 403.9 1 j Heating systems installed for !Q Complies [FI92]2 outdoor heating are radiant systems controlled by []Does Not a occupancy sensing or timer Comply switch. Not s Observable ;(]Not Applicable 403.92 Snow and ice-melting system C)Complies 403.9 3 r controls installed to shut off 403:9 4 system when pavement t Does Not [FI92]2 temperature>50F and no d Comply {precipitation or automatic ?( o �] controls to shut off the system O�servable when outdoor temperature> 40F. Not ,ppplicable ? 303.2 1 A protective covering is Q Complies [F011]z installed to protect exposed A exterior insulation and extends []Does Not }a minimum of 6 in. below grade, Comply Not Observable Not l I Applicable 402.1.2 Conditioned basement wall R R Q Complies See the Envelope (F0411 I insulation R-value.Where Does Not Assemblies table for interior insulation is used, values verification may need to occur R R= omply during Insulation Inspection.Not (❑�Not required in warm-humid Observable locations in Climate Zone 3. Not pplicable , 402.2.9 Conditioned basement wall Complies See the Envelope [FO6]1 insulated in accordance with ft ft Assemblies table for !Table R402.1.3 with insulation Does Not values depth the minimum of 10 ft F Comply below grade or to the basement i Q Not I floor. Observable El Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Framing / Rough-In Inspection Section ) Plans ;' Field } # i Framing/Rough-In Verified Verified & Req ID " lnspect�on Value ;= ,Value f Complies Commentis/Assumptions 303.1.3 U-factors of fenestration p Q Complies [FR4]1 products are determined in f accordance with the NFRC test Does Not procedure or taken from the 1 Comply default table. Not Observable ] Not 1 pplicable 402.5.1,1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's instructions. []Does Not i Comply f L- Not O servable �Not plicable 402.5.3 Fenestration that is not site built 1❑Complies [FR20]1 is listed and labeled as meeting i AAMA/WDMA/CSA Does Not 101/I.S.2/A440 or has infiltration Comply rates per NFRC 400 that do not [ i[�]Not exceed code limits. [ Observable Not I [ y Pp plicable 402.5 4 IC-rated recessed lighting Complies [FRib]z fixtures sealed at Does Not s housing/interior finish and a }labeled to indicate:52.0 cfm 3 Comply leakage at 75 Pa. [�Not 1 Observable Not � pplicable 403.4 HVAC pipin conveying fluids — Complies [FR17]2 ,s above 105 9F or chilled fluids s R R� ❑ I below 55°F are insulated to>_R- Does Not 3, Comply ❑Not ( Observable (�Not applicable 403.6 ?Automatic or gravity dampers ❑Complies [FR19]z are installed on all outdoor air Does Not intakes and exhausts for i mechanical ventilation systems. i omply Not 1 Observable Not pplicable 403t 6'1 j Ventilation systems in climate ❑Complies [FR30]2 zones 6, 7&8 shall utilize heat or energy recovery with Does Not balanced ventilation and a Comply sensible recovery efficiency Not (SRE) >= 65%at 32 F. Observable Not 4pplicable 403.3.3 Supply and return ducts in attics ❑Complies [FR12]1 I insulated>= R-8 where duct is Does Not >=3 inches in diameter and ( >= R-6 where< 3 inches. P omply f ❑Not Observable []Not ll� [Applicable j Section Plans f! Field # (' Framing/;Rough In Verified Verified &,Req ID„ Inspection ; Value f, Value }, CompHes� Comments/Assumptions 403.3.6 Ducts,air handlers and filter Complies [FR13]1 boxes are sealed with joints/seams compliant with Does Not International Mechanical Code omply or International Residential n�Not Code, as applicable. Observable tANot "s pplicable 403.4.1 Protection of insulation on HVAC N Q Complies [FR24]1 piping. Does Not Pomp =j Comply PNot (5bservable o Not i Applicable i F �403�5 2 Hot water pipes are insulated to R� R(� O Complies I [FRl ? 1 inch of insulation, l� Does Not Pomply ;+ (�Not Observable 1 Not pplicable P 402.5 5 i Air-sealed electrical and Q Complies [FR2912 communication boxes installed Does Not in the thermal boundary of the r �] envelope sealed to limit air Comply leakage between conditioned Not and unconditioned spaces. [] Observable Not Applicable able 1 403.3.1 Duct systems are design and :1 O Complies [FR12]1 sized in accordance with ACCA i Does Not Manual D. Duct systems serving multiple dwelling units is sized ' omply in accordance with ASHRAE Not Handbook of Fundamentals, O servable ACCA Manual D or an equivalent methodology. Not v2 s pplicable I -.< g 402.1, Door U-factor. U( U Complies See the Envelope 402.4.4 1_J Assemblies table for [FR111 Co mply Does Not values Co Not O servable Not pplicable 402.1, Glazing U-factor(area-weighted U U Q Complies See the Envelope 402.4.1, average), Assemblies table for 402.4.3, Does Not values 402.6 omply [FR2]1 Not O servable Not Ppplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 .-.` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Insulation Inspection -Section z Plans q Field f, j {f VerifiedVerified I Insulation Inspection ' _ Value a Value Coinplies? ,; Comments/Assumptions 303 1 All installed insulation is labeled Complies [IN1372 or the installed R-values I provided. Does Not' Comply i q( Not O servable Not Applicable 303.2 Wall insulation is installed per 1 Q Complies [IN4]1 manufacturer's instructions. Does Not Comply iI I +(�]Not Ogservable Not Applicable i fff 402.1, Wall insulation R-value. If this is � R t R�"� Q Complies see the Envelope 402.2.6, a mass wall with at least 1/2 of --J Assemblies table for 402.2.7 the wall insulation on the wall Does Not Q Wood 0 Wood values [IN3]1 exterior,the requirement insulation ent appl es(FR10 . O Mass Mass []o mply Not i Steel Steel Observable j Q Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Final Inspection Provisions i Section 5 :"Pla"ns Field Verified Verified &RegJD Final Inspection Provisions s . ,Value .. Value Complies? CommentsiAssumpt�ons a 303.1.1.1, Ceiling insulation installed per Complies 303.2 manufacturer's instructions. [FI211 Blown insulation marked every :!Q Does Not 300 ft2. Comply Q�Not Observable Q Not Applicable 303.3 Manufacturer manuals for Q Complies [FI18]3 }mechanical and water heating # ' systems have been provided. Orpo s Not ply DPNot servable I Not Kpplicable 403.12 I Hot water boilers have i Q Complies [FI2612 automatic outdoor setback Q Does Not control to lower boiler water [ temperature based on outdoor i Comply temperature, indoor 1 +[�]Not temperature or water 1 Observable temperature sensing. f E Q Not P Applicable 403.3.6.1 j Air handler leakage designated *'Q Complies [FI2411 by manufacturer at<=20 of design air flow. 1 Does Not i amply (�Not Observable UNot pplicable 403.3.7 Ducts are pressure tested in I Q Complies [FI2711 accordance with Does Not ANEI/RESNET/ICC 380 or cfm/100 ft2 cfm/100 ft2 ASTME1554 to determine air Comply i leakage with either: Rough-in Not f test:Total leakage measured servable with a pressure differential of (( 0.1 inch w.g. across the system n Not including the manufacturer's p } 'plicable 1 I air handler enclosure if I installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch i w.g. across the entire system I( including the manufacturer's air handler enclosure. 403.3.8 Duct tightness test result of Q Complies [F1411 <=4 cfm/100 ft2 across the Does Not system or<=3 cfm/100 ft2 cfm/100 ft2 cfm/100 ft2 without air handler @ 25 Pa. Imply I Duct tightness<= 8 cfm/100 []Not ft2 for ducts within thermal Observable envelope. For rough-in tests, verification may need to occur Q Not during Framing Inspection. Applicable 463o 1 Circulating service hot water Q Complies [Flll]z systems have automatic or accessible manual controls. i Q Does Not 1 Comply Not i O servable []Not plicable k 1 i 403.5.1 1 1 1 Demand recirculation water Q Complies j [FI32]2 ;systems have automatic controls to start pump when Q Does Not ' #hot water is requested. E` Comply [�]Not Observable Not _ i pplicable Section Plans Field # Verified ? Verified &"R.eq ID .. Final Inspe n ction Provisios ' Value, Value Complies? j Comments/ n Assumptios 403'.5:1.1 Heated water circulation Q Complies [F12812 8 systems have a circulation pump.The system return pipe Q Does Not is a dedicated return pipe or a Comply cold water supply pipe.Gravity j(�Not and thermos-syphon circulation O servable ]systems are not present. #Cyontrols for circulating hot Not I water system pumps start the Applicable pump with signal for hot water demand within the occupancy. Controls automatically turn off s. f the pump when water is in circulation loop is at set-point i temperature and no demand 1 j for hot water exists. 1 403.5.1 2 Electric heat trace systems Q Complies [FI29]� comply with IEEE 515.1 or UL 515. Controls automatically f Q Does Not ?adjust the energy input to the Comply heat tracing to maintain the Not desired water temperature in servable the piping. } Q Not 1 Applicable 403.5.3 Drain water heat recovery 3 Complies [FI31]2r units tested in accordance with f CSA B55.1. Potable water-side Does Not pressure loss of drain water Comply heat recovery units<3 psi for I(�]Not individual units connected to `O1=iservable one or two showers. Potable water-side pressure loss of Not a drain water heat recovery units Xpplicable <2 psi for individual units }connected to three or more I ]showers. 401.3 1 Compliance certificate posted I Q Complies [FI7]2 ;with building specifications, compliance path, R408 energy ; Does Not I credits, results and solar ready Comply zone if provided. (—j Not O servable Not l�pplicable "403:6 2- 403.6,2:All mechanical ( t Q Complies [17I25]2' 1 ventilation system fans meet } 10 Does Not efficacy and air flow limits per [, Table R403.6.2. Comply }(�Not O servable Not jApplicable 403.6 3 Mechanical ventilation systems Q Complies [FI33)z tested and verified to meet the minimum flow rates required Does Not by Section R403.6, omply - iQNot servable INot I i pplicable 403.E 5 j Intermittent exhaust for [ Q Complies [F134]2 }bathrooms/toilet rooms has automatic control,occupant Q Does Not sensor control, humidity Comply control or contaminant control. ][�Not i 0 servable Ii Not Q 'I } pplicable 402.1, f Ceiling insulation R-value. R R Complies See the Envelope 402.2.1. Does Not Assemblies table for 402.2.2, Wood Wood values om I [ill' O Steel O Steel (�Not observable Not pplicable Section ` :Plans Field Verified Verified {• 1 &Req ID Final Inspection Provisions Value Value Complies? ;Comments/Assumptions 403.1�3 Gas fireplaces equipped with R., -j E)Complies 403.13,1 - on-demand pilot, intermittent S Does Not [FI35]3 ignition or interrupted ignition. Fireplace efficiency>50%in Comply accordance with CSA R4.1 1 Q Not - - - Observable 1 Not Applicable 404.1 100%of permanent fixtures Q Complies [F16]1 have high efficacy lamps. J[]Does Not i Comply +[]Not Observable Not g �J Applicable [13513 j he Extallowable wattage Table [)Complies R404.1. Q Does Not i A Comply Not 111 Observable Not I 1 Applicable 404�1 5 z Fuel gas lighting,systems have ( Q Complies [F123]3 ,no continuous pilot light. j O Does Not Comply t Not Observable j [QNot ! } j Applicable 404.2.1, ?Permanent interior lighting Q Complies 404.2 2 i shall be controlled with either a Does Not [F136]3 i manual dimmer,occupancy (C sensor or auto shut off control omply a based on occupancy built with n Not manual override. 1 O servable 3 Not [ Applicable I 404.3 Exterior lighting>=30 watts Complies 1 {{{ [FI37]3 I shall have the following , j controls: manual on/off switch u Does Not with automatic shut-off, Comply automatic shut-off in daylight (Q��Not hours, and controls that Observable override automatic shutoff that returns to automatic control Q Not ?within 24 hours. Applicable ` °J 404.4 s Where renewable energy Q Complies [F136]3 J generation equipment is j installed, renewable energy Does Not f credits(RECs)or energy ;Comply Ii attributable certificates(EACs) ; Not associated with the renewable 1 servable energy used for compliance are provided to the code official. i Not 1 pplicable i 402.2 4 :[Vented attics with air !Q Complies [F122]2 ]permeable insulation include baffle adjacent to soffit and Does Not eave vents that extends over Comply j insulation. Not i Observable j Not pplicable 402.2.5 Attic access hatch and door R_ R_ C Q Complies [F13]1 insulation>_R-value of the (�]Does Not adjacent assembly. comply Not O servable Not pplicable • Section Plans Field 3' + Verified 4,•,Verified &Req ID ,Final lnspecti'on Provisions -; ` ,Value Value ! d Complies?_ Comments/Assumptions (FI171 1.3 Blower door test Climate Pa. ACH�50� AC Q Complies i [FI17]1 <=4.0 ACH50 in Climate Zones �Does Not 1-2, <=3.0 ACH50 in Climate Zones 3-5 and <= 2.5 ACH50 omply in Climate Zones 6-8. ❑Not ApqO servable Not plable 402.3 Radiant barriers are installed in R(= Complies (See the Envelope [FI43]z accordance with ASTM C1743 R Assemblies table for i Wood Wood P mply Does Not values Co O Steel 0 Steel Not E servable 6 ! Not Applicable 403.1.1 Programmable thermostats Q Complies [Fl9]2 installed for control of primary Does Not j heating and cooling systems [] and initially set by Comply manufacturer to code i Not I specifications. }i servable 111 i Not pplicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 2024 IECC Energy Efficiency Certificate Insulation Rating R"Value Above-Grade Wall 0.00 Below-Grade Wall 20.00 Floor 0.00 Ceiling/Roof 40.00 Ductwork(unconditioned spaces): Glass D. . Window 0.28 0.26 Door 0.28 Skylight 0.00 . . Heating System: Cooling System: Water Heater: Name: Date: Comments: O� r N S I J" D JL _d�_ 0 0 s D -L 1L ,m[FF LrA. mmmo ma. Mn@MOU707 BASEMENT FOR THE pfl�10 /5ffm[Mup, SANE E610w�'D:G;]L�C'_D_) hl\) FAWN , � L! it I ol Ofl C� ,f off'?�a0�?'1�� o EPSTEIN RESIDENk-, PROP. U.G. ELECTRIC i SERVCE � �oV� \; 3SI OASt 18 Ex.wATR ' A EY RD 0 .5 L 6 f /} p, PROP. U.C. WATER N G y LP SERVICE101 NA MATTITUU . K 11952 a ' \ � 8' fig' IN. / Co A 9 oPROPOSED 6URDING PROPOSED ASPFULT ORNEWAY \ / PROPERTY UNE PROPOSED CONTOUR n _1I,0_ESTNG CONTOUR a PROPOSED SEPTIC TANK PROPOSED SANRARY tFACI#Nc POOL PROPOSED FUTURE EXPANSION SWLTARf IFACHNO Po APP OUED AS NOTED 01-24-26 ISSUED FOR PERMIT ("1 PROPOSED —°—PROPOSED swTARY PIPE / DATE B.P.# - -S I FINISHED PROPOSED a•ADS aooF oIU1NY.E POE PROPOSED a'O DRNNACE SiRUCIURE(SOLID WAR) XX tK' BASEMENT —PROPOSED WATERE��SNP FEE �U BY: I \ 1064 SF Fx.UNDERGROUND WATFR �� / EX.UNDERGROUND,ELEPNONE NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE / FOLLOWING INSPECTIONS: al / � 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING I / 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE /h REQUIREMENTS OFTHE CODES OF NEW �z /S YORK STATE. NOT RESPONSIBLE FOR A DESIGN OR CONSTRUCTON ERRORS I °z ( 31 f a ti rn COMPLY WITH ALL CODES OF ~I NEW YORK STATE&TOWN CODES Z AS REQUIRED AND ONDITIONS OF S'JUTNO! TOV-74 ZBA S .DTOV"JR9N111 BOARp lDTOV--TRUSTEES mix Lv cBa W- 74,05' fin' FANCY OR _ CAROL.C 6 PUBLIC CATER USE I �a,.,*���Ar LI 1. Ill THOU IC ISTIFICUE F CCC PANICY w V Q AN ELECTRICAL.ol � � Q � INSPECTION REQUIRED W — E— INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. 5EE 516NED AND SEALED SURVEY PLUMBING w I z � � E;05TINC, PERC;ENTA6E LOT GOYERA6E er-A ALL PLUMBING WASTE < EX. FINISHED BASEMENT 1064 5F DWELLING TESTING BEFORE COVERING I"T67 5F &WATER LINES NEED UA � H EX. FIR5T FLOOR 1215 5F LOT AREA 56,g5q 5F H < In EX. 6ARA6E 552 5F LOT AREA 5.196 CD E!X. SECOND FLOIOR 1201 SF O < ~ EX. PORCH 241 5F 0 d- :E: EX. CONC 5TOOP'5 54 5F PLUM,3ER CERTIFICATION TOTAL ADDITION 4 ALTERATION 4,301 5F ON LEAD CONTENT BEFORE w OL TOTAL LOT AREA 56,g5q 5F CERTIFICATE OF OCCUPANCY PERCE:NTA6E LOT' COVERAGE 7S� SOLDER USED IN WATER SUPPLYSYSTEM CANNO" O ET. 'FFO 2110 OF 1 L F/' C5� 0 , L �cJ'C0T4 25-041 DWG. INITIAL LATEST ISSUANCE NO. DRAWING TITLE I55UANGE REVISION NO. 4 DATE G I_�° PROJEGT5 25-041 T-I TITLE SHEET OI-28-26 A-1 5GHEDULE5, NOTES 4 DETAILS 0I-28-26 A-2 EXISTING BASEMENT PLAN OI-28-26 C��[n3/.t��YnY1[lf.�l I# A-5 EXISTING FIRST FLOOR PLAN 0I-28-26 A-4 EXISTING SEGOND FLOOR 0I-28-26 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