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HomeMy WebLinkAbout52184-Z apf Solo/ Town of Southold * P.O. Box 1179 2 ,g 53095 Main Rd %° Ulm N Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46970 Date: 04/13/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1745 Stars Rd East Marion, NY 11939 SecBlock/Lot: 22.4-11.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/16/2025 Pursuant to which Building Permit No. 52184 and dated: 08/18/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations including a finished basement to an existing single-family dwelling as applied for. The certificate is issued to: Casey Stone Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 2025-1165019 2/19/2026 PLUMBERS CERTIFICATION: Au rized Sign ure *of sou jyo TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52184 Date: 08/18/2025 Permission is hereby granted to: Casey Stone 3231 Wynsum Ave Merrick, NY 11566 To: Construct interior alterations to finish the basement of an existing single-family dwelling as applied for to include a mini-split HVAC system. Premises Located at: 1745 Stars Rd, East Marion, NY 11939 SCTM#22.4-11.1 Pursuant to application dated 07/16/2025 and approved by the Building Inspector. To expire on 08/18/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $739.50 CO Single Family Dwelling-Addition /Alteration $100.00 Total $839.50 Building Inspector s r r. �•►S• r 4,6. :fa'i•� i♦..MOA , 4•D'�+r+a`i,►' ,.- ad/,� 4�f.� ,.:..lG'' ivy u`.i,.•. '�,. ..,.N;. A� Y��:•.y.. Yam`,� fYiC:,i� •iv �r`C» - 5 � r. �� i /_, tee' 5 Electrical Ins ectors, Inc. 2025=1165019 Southold,Town Of r, a, Inspector: 115 Issue Date: 19/2026 New York.Board of Fire Underwriters y Ott 300 East Meadow Avenue 6 East Meadow NY 11554 3 202 " Office:(516)794-0400(631)650-0200 Qe Website:www.eiiny.com s;+ Mail To: Property Addre e " Puccio Electric Contracting,Inc Mark Puccio MODERN AGE ME BUILD S =` 21-1 Frowein Road 1745 Stars Ro Y Center Moriches NY 11934 East Marion ifs . License# Mark Puccio 4806-ME �\ ELECTRICAL APPR O VA C R TIFICATE V Section:22 Block:4 Lot: 10 P rmit: 2184 ` �.�. AREAS LISTED BELOW ARE APPROVED tion S. AND FOUND TO BE IN COMPLIANCE UILDING CODE OF NYS AND CURRENT PROMULGATED NEC1. No visual defects were found for the electrical inspe 'on provided ,o,obvious unsatisfactory conditions were found in the areas ein be w only.' Residential Inspection Rough Approved.1 025, Approved 2/18/2026 _ \ ' "k \ Basement:Boiler Room"],Mechanical Room 1,Gym 1;Family.R 1, % - ,u x 1-A/C Condenser.Split Unit,1-AIC Disconnect,l&Duplex Re. acles,l8-Recess Fixtures,3-Switches.' L3s� t This el cal ins an ertificate does not take into account any FEIVIA,NYS and local flood ■■1� - elevatio requirements.It* the responsibility of the property owner to determine if flood elevation ■ ` require ents apply. NY U and Ell are not responsible for any Flood Elevation requirements. ■k 3 y Therefo this electri certificate is only for compliance of NYS Electrical and NEC Codes. . Richard M.Bivone Philip Goehring,Jr. President: _ ChiefElectricalInspector 0 '_ :. �. This document features a tamper proof Quick Response code which.contains the encrypted original data submitted when certificate was issued. f '�.����... 'Yit�..�.a:rn. 4'd;<iv'-wV"i,? •x'AF�M;i:+4 ti; �.�ti'h.�:,,�;r.:- �.�...� /:' ,r+S<�_*+t�J�' •nrWen:t�S^• S;,. 1. ELECTRICAL,INSPECTORS, INC. is not responsible for the existing conditions located at the subject premises. 2. ELECTRICAL INSPECTORS, INC. is not responsible for corrections, upgrading or replacement of existing electrical violations at the subject premises. Any corrective work shall be solely the responsibility of the property owner. ELECTRICAL INSPECTORS,INC. DOES NOT WARRANTY OR UNDERWRITE THE ELECTRICAL,CONDITIONS AT THE PREMISES. 3. ELECTRICAL INSPECTORS, INC. only recognizes the National Electric Code,the Building Codes of New York Slate all volumes and Local Municipal Codes, as Authorized by The Department of State Codes Division,via Village,Town or City Board Resolution. 4. AN ELECTRICAL SURVEY consists of a visual examination of the premises ONLY: Electrical Inspectors Inc. will comply with the requirements of NFPA 73, latest edition Chapter 1,Section 1-1, 1-2. If violations exist, allotice of Violation(NOV)will be issued requiring corrections by a licensed electrical contractor. After the violation has been corrected,a re-inspection will be conducted and if approved a certificate shall be issued. 5. AN ELECTRICAL CLOSED WALL INSPECTION consists of a visual examination of the area requested ONLY: Electrical Inspectors Inc. will comply with the requirements of NFPA 73, latest edition Chapter 1, Section 1-1, 1-2. If violations exist,a Notice of Violation (NOV)will be issued requiring corrections by a licensed electrical contractor. After the violation has been corrected,a re-inspection will be conducted and if approved a certificate shall be issued. 6. A SURVEY CERTIFICATE does not examine the actual wiring or devices unless all walls are opened and wires and devices are exposed prior to the survey being conducted. 7. A CERTIFICATE is non-transferable. 8. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of construction. Alter completion of the construction a final inspection will be conducted at which time a certificate will be issued provided no violation exists. In the event an inspection is not requested during the rough stages of construction ELECTRICAL INSPECTORS, INC. will perform a CLOSED WALL SURVEY that consists of a visual inspection of the wiring and installations only. Since access is limited, ELECTRICAL INSPECTORS, INC.shall bear no responsibility for any defects or violations at the premises. 9. ELECTRICAL INSPECTORS, INC.shall not be responsible to remove any walls in order to conduct an electrical inspection. 10. ELECTRICAL INSPECTORS, INC. will only release information,certificates and reports to the applicant after payment for services rendered have been paid in Dull. 11. ELECTRICAL INSPECTORS, INC.assumes no liability for the results of its inspections. 12. The agreement may not be changed orally. 13.The New York Board of Fire Underwriters, Inc., is a subsidiary of Electrical Inspectors, Inc. It is fully operational and functional and performs electrical inspections as it always has. 14.The New York Board of Fire Underwriters, Inc.and Electrical Inspectors, Inc. inspects properties for compliance with the Building Code of the State of New York, counties and local electrical codes,as well as the promulgated NEC(National (electrical Code). S�I� pFSOUTyo h� �O # TOWN SO LD B DING DEPT. ^ou►�,� 631-765-1802 IN ;P IO N [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [�INAL /9�- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 SS DATE INSPECTOR (( f' OFSObTyOlo * TOWN OF SOUTHOLD BUILDING DEPT. o�+� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [vf"FINAL *,Sek,4. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: L�)e&1064 ct r_ DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDA"PION (151') --- --- 1 -------------------------------------- -------- FOUNDATION (2ND) ROUGH FRAMING & --- -- -- ---- PLUVIBING __-.._... . ------- ---._._.__...- - ------ ._.----- ---- 1 --.. .. ..... -----....... 1 INSULATION PER N. Y. •-.j S'1'A'1'E ENERGY CODE . - ...__._._... - ._....... _-...... FINAL ADDITIONAL COMMENTS - - So ^m b IL ? e>044 6 TOWN OF SOUTHOLD:=BUILDIIYC DEPARTMENT d 4 - Town' i a(I-Annex 54375 Main Road P:O.Box 1179 Southold NY•11971-0959 • - .. � `:'-Teleptione`(63.1.)7654802` Fa'x'(G31�`7G5-95021tttp§://wwtvaoutholdtoivnny.gov, DBte Recehvd APPLICATION FOR BUILDING PERMIT;-,.,, .".. { For Office Use RIA Only ,.., 1,,. } r. L�• r .4 iLJ ' :•r,t rt ,� ,,. �,.•Y, , .. is _ PERMIT N0.'15(;�.),-�_T Dullding Inspector' JUL 'l 6 2025 r Applications and forms mist be filled out In their entirety.Incomplete applications will not be accepte&-.Where the Applicant Is not the oiNner','ari BuIlding,Departmpnt,;`;,:....• . Owner's Authorization form(Page 2)shall be completed. , Town of Southold Date:7/10/2025 OWNElt(S)OF PROPERTY: Name: Gorse-y S�-one~ SUM#1000-022.00-04.00-011.001 . . Project Address:174.5 Stars Road, East Marion, NY)I q 311 Phone#: �5�6) C L ^.4i0t _ ..t. . Email• G+ase .S}ro�e"� Ma:( t.M` Mailing Address: 32.31 W NSuM Rv�c. Mer'ricJ+��NY t1✓566 CONTACT PERSON: ,r Name:_ hristopf%r F: Owye�,ice President;L:K.McLean Associates Engineering&Surveying, D.P.C, Mailing Address:437 South Country.Road,'Brookhaven, NY1-1719 Phone#:631-286-8668 EMail:cdvvyer@lkma.com DESIGN PROFESSIONAL INFORMATION: Name:Robert A: Steele; P..E;;Pre sident-&CEO, L.K.McLean Associates Engineering &Surveying, D.P.C. Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-28"668. Email:mteele@Ikma.com CONTRACTOR INFORMATION: :,,: r., • ;?,, _ __ . Name:Oasis at Mattituck Corp.- MailingAddress:3080 Route,112 Suite C,Wedford, NY.11763 Phone#:631-767480T".-`,,',?­ peter@moderriaget,ioiiiebuildiiig.com DESCRIPTION OF PROPOSED CONSTRUCTION []New Structure SiAddition OAlteration ORepair'ODemolition'" ' ,? Estimated Cost'of Project: !- i Motherframed Celfar , ; $ Will the lot be re-graded? OYes flNo Will excess fill be removed from premises? OYes ❑No B i t? a t PROPERTY INFORMATION; Existing e of property-, Residence Intended use of property:Single Family Residence P p r•Single Family _ :• • . - Are there any covenants and restrictions with respect td' e.district iq which premises is situated r a s No"IF YES I)ROVIDE,A-WPY:� - -� � � r ••this property?"❑Yes'l7 k d e d % 9KS .::,""t S 3> r'ta°F"' r� "xA i,., ,. jj d .1 Check'Box Aker ReadMg: The owner/contFactor/design Prolesslonai is tespoasWle/or a0�ratm8e and sWrm water issues as pra►ridea" , Chapter 236 of the Town Code.A9PUCATION cl HEREOY MADE to the Building Department for the Issuance of a Building Permit pursuant to the isuildins zone ; ;Ordinance of the Town of SouthoM,Suffolly County,New York and other applicable laws,Ordhiarrces orRegulattons,for the wutn+cNon of bulkihigs,' -. > 'additions,alterations orfor rcrrOal ordemoiRion as herein desuihed.Tha applicant ajreas to comply with all applicable l als,onatnaneas,mabuide rein ,'haatng code and regulations aad to admit authorhed tmpeitors on premises and In buildings)for rrsxessary Mspedtorrs.Fsise stateriieilts made hereto are k �!punishabiess a class A misdemeanor pursuant to Section 210AS of the Newyork State Penal law. y 1 } � ? ! `�� '.t-�-:`sal � 4•+-• .; �;.v ;;, i;� ':'-,.•:,.'l -,.it.:.�.('-r �Appliration5ubmittedBy(printname�:Chrjstopher;F Dwyer`., ;] a;; ©Authorized Agent, ❑Owner, 6 ri;ti`!!ei'C'>�`:}` ..[i P.i`: :)t•<�ii:f:;,: :).:`, a,y{j 'Signature of Applicant: - �`% "- .. Date: STATEOFNEWYORK) COUNTY-OF- _ _'� IV —' _-.. �._._ _._ _._-_ ::._. _ _.• -._ Christopher F. Dwyer -- -- ; tieing duly sworn;deposes and says that(s)he is the applicant- -= (Name of individual signing contract)above named,._ (S)he is the : _(Contrador,.Agent,Corporate Officer, of said owner or owners,and is dulyauthorized,to perform or have performed the said work and to make and.file this application;that all statements contained iri°this application are true to the best of his/her knowledge and belief;and. ' work will be performed m the'manner set forth in tfie-application that the wo - � ii i�4 ..>�. 3•+'.:+��r 4a'�f:�i�.,..1 ix} .,4 t t't•4 r "� Z�^�' , '_ Sworn before me this day of l 1,.. ' CMunNE WIEQANQ'- PROPER j ARY PUBUG,Stale of New Wrle TY;OWNER AUTHORIZAgo_otwls2103M,Suffolk C mutty -(Where the.applicant is not the ownerpomn%sloti Eic Ws Mgust 17:7�?!`5, ;�', f ------ -__._- S�-onG . . ..• _,.4 residing at',.�r'1745.;"S•�-ars '�e�•:tc�`' ;: ,_.. r ,-,,�... �.;,; ,; , >, _:4 s� a_`"_ ; . :, : .' ,. ,, • js Christopher F. Dwyer. f ;0 Y'-((q39- do hereby authorize - to apply on^ j ^,t;� ..�;'' r., .t�•.h !,3atSr :�a •;<a r.ti• ,', •lt`tilt,. my behalf tCTIRnatu'e o o Southold Building Department for appr'o`"vafas described herein. :1. '� lit -�• .>, ` - It OwSr , _.._ i) to Casey j*lle- ... .. Print Owner's Name, _ LIURAL. K. McLean Associates, D.P.C. ❖ 437 South Country Road - Brookhaven - New York - 11719 (631)286-8668 - FAX(631)286-6314 ❖ 25 Newbridge Road - Suite 212 - Hicksville - New York - 11801 https://www.lkma.com ROBERT A.STEELE,P.E.PRESIDENT and CEO Associates JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. CHRISTOPHER F.DWYER,VICE PRESIDENT KEITH J.MASSERIA,P.E.,VICE PRESIDENT VINCANDREW CORRB. DO,P.E.R MATTHEW JEDLICKA,LEED AP,PRINCIPAL KEVIN J. ETERADO,P. TAMARA STILLMAN,P.L.S.,PRINCIPAL-DIRECTOR OF SURVEY KEVIN ' PETERMAN,P.E. CHRISTINE L.BELSON,MBA,SHRM-SCP,PRINCIPAL-CONTROLLER KARA M.O'NEILL,GISP,MBA July 16,2025 Town of Southold Building Department -j4A/ 54375 Main Road P.O. Box 11179 Southold, NY 11971 Re: 1625 Star Rd Marion NY 11939 Letter Req ing Building Permit for Finished Basement LKMA P Jec #:23074.000 SCT :1000-02,2.00-04.00-011.001 To Whom It May Concern: In order to obtain a building permit for a finished basement at the property located at 1625 Stars Road, East Marion NY 11939,we are submitting the following: • (1)Original Building Permit Application:Signed and Notarized • (4)Original Signed and Sealed Copies of Foundation Plans - (1)Copy of Insurances • (2)Original Signed and Sealed Copies of Res Check Thank you in advance for your consideration. Should you have any questions please do not hesitate to call me at (631)286-8668. Very truly yours, Christopher F. Dwyer,Vice President L. K. McLean Associates,D.P.C. CFD: mf Enc(4) Cc: Speonk Land'Development LLC w/enc. LKMA File Copy Established 1950 Generated by REScheck-Web Software Compliance Certificate Project 2023_017 Oasis 2-R-S finished cellar of NEI,Y Energy Code: 2018 IECC ,LP T. D'q 0,�, Location: Southold, New York O Construction Type: Single-family ` Project Type: New Construction ' ' Project SubType: None Orientation: Bldg. faces 180 deg. from Northsy93z � Conditioned Floor Area: 4,613 ft2 or s Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1745 Stars Road Modern Age Home Builders,LLC Jerry D'Amaro East Marion,New York 11939 3080 Route 112 D'Amaro Engineering Suite C 20 Mariposa Lane Medford,New York 11763 Manorville,New York 11949 631-569-4513 631-878-7808 peter@modernagehomebuilding.co m Compliance.: Passes using performance Alternative Compliance: 1.9%Better Than Code Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies, Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 473 39.0 0.0 0.030 0.026 14 12 Ceiling:Cathedral Ceiling 1,540 39.0 0.0 0.027 0.026 42 40 Wall-Front Main:Wood Frame, 16"o.c. 1,008 15.0 5.0 0.053 0.060 42 48 Orientation: Front Door-Front: Solid Door(under 50%glazing) 34 '0.230 0.320 8 11 Orientation: Front Window Front:Vinyl Frame SHGC: 0.27 179 0.300 0.320 54 57 Orientation: Front Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Pagel of 9 t Cont.Gross Area Assembly or Cavity • • • Prop. Perimeter Wall-Front to attic:Wood Frame, 16"o.c. 33 15.0 0.0 0.077 0.060 3 2 Orientation: Front Wall-Front gables:Wood Frame,,.16".o.c• 84 13.0 5.0 0.057 0.060 5 5 Orientation: Front Wall-Right Side Main:Wood Frame;16",'o.cl Orientation: Right side" , 179 15.0 5.0 0.053 0.060 9 11 ~ Wall-Right Side to gar: Wood Frame; 16"o.c.;, 237 15.0 0.0 0.077 0.060 17 13 Orientation: Right side Door-to garage: SoH6 Door(under 50%oglazng) 18 0.180 0.320 3 6 Orientation: Right side t Wall-Right Side to attic:Wood Frame, 16 o:c: a g0 15.0 0.0 0.077 0.060 6 5 Orientation: Right side"',., ' Door:Solid Door(under'5,0%,glazing) Orientation: Right side 12 0.200. 0.320 2 4 Wall-Right Side gable:Wood'F�6me; 16"o.c. 116 13.0 5.0 0.057 0.060 7 7 Orientation: Right side Wall-Back main:Wood Frame, 16"o.c. 966 15.0 5.0 0.053 0.060 40 45 Orientation: Back Door Back Glass:Glass Door(over 50%glazing) SHGC: 0.30 82 0.290 0.320 24 26 Orientation: Back Window:Vinyl Frame SHGC: 0.29 126 0,300 0.320 38 40 Orientation: Back Wall-Back to attic:Wood Frame, 16"o.c. 18 15.0 0.0 0.077 0.060 1 1 Orientation: Back Wall-Back to gar:Wood Frame, 16"o.c. 17 15.0 0.0 0.077 0.060 1 1 Orientation: Back Wall-Back gable:Wood Frame,16"o.c. 40 13.0 5.0 0.057 0.060 2 2 Orientation: Back Wall-Left Side main:Wood Frame, 16"o.c. 677 15.0 5.0 0.053 0.060 34 39 Orientation: Left side Door-Side: Solid Door(under 50%glazing) 18 0.170 0.320 3 6 Orientation: Left side Window:Vinyl Frame SHGC:0.27 12 0.300 0.320 4 4 Orientation: Left side Wall-Left Side to attic:Wood Frame, 16" o.c. 3 15.0 0.0 0.077 0.060 0 0 Orientation: Left side Wall-Left Side gable:Wood Frame,16"o.c. 116 13.0 5.0 0.057 0.060 7 7 Orientation: Left side Floor over garage:.All-Wood joistfrruss 18 19.5 0.0 0.047 0.047 1 1 Cellar:Solid Concrete or Masonry Orientation: Back Wall height: 10.0' 1,910 0.0 11.0 0.060 0.059 112 110 Depth below grade:8.5' Insulation depth: 8.0' Door:Solid Door(under 50%glazing) 20, 0.170 0.320 3 6 Orientation: Back Window:Vinyl Frame SHGC:0.27 27 0.290 0.320 8 9 Orientation: Back Mechanical Equipment Description .. Efficiency Air Conditioner 16 SEER Furnace 96.6 AFUE Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Page 2 of 9 -f Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pro building has be designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with t mand tory re uirem t listed in the REScheck Inspection Checklist. Jerome T.D'Amaro IIs4C4 • ELIVFRFa 1uN �_K 5 Name-Title S' nature D fa e'er President, D'Amaro Engineering and Surveying,P.C. Name-Title ignature Date Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Page 3 of 9 REScheck Software Version : REScheck-Web Inspection Checklist .., Energy Code: 2018 IECC Requirements: 100:0%° were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. -Section Plans Verified Field Verified # Pre-inspection/Plan Review Complies? Comments/Assumptions RegID Value Value 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR3.]' !energy code compliance for the ,building envelope.Thermal []Not Observable !envelope represented on 6 ❑Not Applicable Iconstruction documents. k 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]' ;lighting and mechanical systems []Not Observable 1 :Systems serving multiple ❑Not Applicable dwelling units must demonstrate :compliance with the IECC y, :Commercial Provisions. 3011; ;Heating and cooling equipment is: Heating: Heating: I❑Complies ;Requirement will be met. 403.7 - i sized per ACCA Manual S based ! Btu/hr I Btu/hr !❑Does Not z ''' on loads calculated erACCA I ! ! [PR2] P Cooling: Cooling: ;❑Not Observable 1 1 .'.Manual J or other methods approved by the code official. Btu/hr Btu/hr I❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1.114eclium Impact(Tier 2) }3 Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Page 4 of 9 Section Plans Verified Field`Verified # Foundation Inspection value 'Value Complies? - Comments/Assumptions &Re.q.ID ' 402.1.1 :Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 !insulation R-value.Where interior: R_ R_ j❑Does Not ;table for values. insulation is used,verification J !❑Not Observable may need to occur during ' Insulation Inspection. Not 11EINot Applicable ;required in warm-humid locations; ; in Climate Zone 3. ; 303.2 ;Conditioned basement wall JElComplies ;Requirement will be met. [F05]1 ;insulation installed per ❑Does Not :manufacturer's instructions. ❑Not Observable ' j ]EINot Applicable 402.2.9 iConditioned basement wall ft ; ft ❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or j ;❑Does Not table for values. U distance from top of wall. j ;❑Not Observable I ;❑Not Applicable 303.2.1' A protective covering is installed ❑Complies ;Exception:Requirement is [FO1112 to protect exposed exterior ` ❑Does Not not applicable. insulation and extends a ❑Not Observable 'minimum of 6 in. below grade. i ❑Not Applicable ; 403.9 '. Snow and ice-melting system ❑Complies ;Exception:Requirement is [F012]z -_,controls installed. ❑Does Not not applicable. {� ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Page 5 of 9 Section Plans diIfied L idld.Verlfied # Framing/Rough Iri Inspection Complies? Comments/Assumptions &:RegID, ;F .. , Value Value �,. 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;ODoes Not table for values. [ 1]1 ; ;❑Not Observable lug ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). CIDoes Not table for values. 402.3.3, i 402.5 I 1❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products 3 ; ❑Complies !Requirement will be met. [FR4]1 are determined in accordance x3 ❑Does Not ;with the NFRC test procedure or ;taken from the default table. = ❑Not Observable ( f][]Not Applicable 402.4.1.1 'Air barrier and thermal barrier Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. "a ❑Not Observable t ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies !Requirement will be met. [FR20]1 is listed and labeled as meeting ?' :❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 µ []Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402 4 5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]z ,,:{sealed at housing/interior finish s ❑Does Not ,and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 405.2 ;All ducts in unconditioned spaces Ri R- ❑Complies ;Exception: Ducts located [FR25]1 for outside the building envelope 1 1❑Does Not :completely inside the :are insulated to aR-6. :building envelope. ;❑Not Observable ' ❑Not Applicable 403 3 5 ;Building cavities are not used as ❑Complies ;Requirement will be met. [Fftl5l3 ducts or plenums. ❑Does Not ❑Not Observable " ❑Not Applicable 403 4 " HVAC piping conveying fluids R R- ;❑Complies ;Requirement will be met. [FRl7]z;: ; above 105 4F or chilled fluids I ❑Does Not � i below 55 sF are insulated to�R 3 ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC v ❑Complies ;Exception: Requirement is [FR2411 piping. ❑Does Not :not applicable. i ❑Not Observable ❑Not Applicable 403 6 ;Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 . installed on all outdoor air ❑Does Not ?intakes and exhausts. i ;[]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2'', Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Page 6 of 9 ;Section Plans Verified Field Verified,# Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303:1, All installed insulation is labeled Complies ;Requirement will be met. i❑ [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ; ❑Not Applicable 402.1.1, IFloor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood Wood ❑Does Not table for values. [IN1]1 ; ;❑ Steel ❑ Steel 1,❑Not Observable ❑Not Applicable I . 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 ;manufacturer's instructions and []Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor ❑Not Observable ; (framing cavity insulation is in ❑Not Applicable lcontact with the top side of !sheathing, or continuous !insulation is installed on the underside of floor framing and j extends from the bottom to the top of all perimeter floor framing members, 402.1.1, ;Wall insulation R-value. If this is a; R ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least i/z of the 1❑ Wood ❑ Wood :❑Does Not ;table for valves. 402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2023 017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Page 7 of 9 Section Plans Verified Feld Verified ' , ` Inspection Provisions �Compli "Comments/Assumptions° &'Req:iD Value Value, 402.1.1, lCeiling insulation R-value. ; R ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ',❑ Wood ',❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [Fill' ; ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 .manufacturer's instructions. ❑Does Not [FI2]' ;Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 4,02 2 3 Vented attics with air permeable ❑Complies ;Exception: Requirement is [FI22]z insulation include baffle adjacent El Does Not not applicable. to soffit and eave vents that extends over insulation. r ❑Not Observable 1 ❑Not Applicable ; 402.4.1.2 j Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]' ;ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies :Exception:All ducts and air [F127]' determine air leakage with ft2 ft2 ;❑Does Not handlers are located within either: Rough-in test:Total. :conditioned space. I leakage measured with a 1 []Not Observable pressure differential of 0.1 inch I ; ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler lenclosure if installed at time of ; !test.Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch I lw.g.across the entire system including the manufacturer's air handler enclosure. I ; 403.3.4 !Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies :Exception:All ducts'and air [FI4]' cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not :handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ; ❑Not Observable :tests,verification may need to ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]' by manufacturer at<=2%of a ❑Does Not !design airflow. ❑Not Observable ❑Not Applicable 403 1 1 ..1 Programmable thermostats ( ❑Complies !Requirement will be met. [FI9]z installed for control of primary 1 ❑Does Not ;heating and cooling systems and 5' ;initially set by manufacturer to -]Not Observable !code specifications. �� ❑Not Applicable ; 403 1 2 ;Heat pump thermostat installed " "❑Complies ;Exception: Requirement is [FI10]2 Ion heat pumps. ❑Does Not :not applicable. I `❑Not Observable ❑Not Applicable ; 403 5 1 ,-sCirculating service hot water [ Complies ;Exception: Requirement is [Fllll. 'j systems have automatic or ❑Does Not :not applicable. accessible manual controls. ❑Not Observable ; . ❑Not Applicable 403.61 "All mechanical ventilation system ❑Complies !Requirement will be met. [F125]z ,fans not part of tested and listed ` a °r:` ❑Does Not JHVAC equipment meet efficacy , and airflow limits per Table ❑NofObservable R403.6.1. ;°> ❑Not Applicable 1 High Impact(Tier 1) ;2;'; Medium Impact(Tier 2) #3 r+ Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Page 8 of 9 SectiOD Plans Verified Field Ver�fietl.;4 .# Final lnspectiion Prov�s�ons Complies? ��omnients/Assumptions` Req.ID Value Value 403.2i Hot water boilers supplying heat ❑Complies :Exception:Requirement is [F.12612 through one-or two-pipe heating ❑Does Not !not applicable. systems have outdoor setback G' control to lower boiler water '+ ❑Not Observable ; ltemperature based on outdoor ❑Not Applicable I temperature. 403.5.L1. Heated water circulation systems ❑Complies ;Exception:Requirement is [FI28]21. have a circulation pump.The "?❑Does Not j not applicable. system return pipe is a dedicated P return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- k,❑Not Applicable ,syphon circulation systems are not present.Controls for circulating hot water system " pumps start the pump with signal ;for hot water demand within the occupancy.Controls „a I automatically turn off the pump 7 1 when water is in circulation loop F v i is at set-point temperature and :I no demand for hot water exists. 403 5 1.2 Electric heat trace systems ❑Complies !Exception: Requirement is [FI29]2 icomply with IEEE 515.1 or UL []Does Not not applicable. �515.Controls automatically c ;adjust the energy input to the ❑Not Observable I heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. ;- 403.5.2 Demand recirculation water '`f❑Complies ;Exception: Requirement is [FI30]? systems have controls that ❑Does Not not applicable. 11 manage operation of the pump i and limit the temperature of the ❑Not Observable , water entering the cold water ❑Not Applicable „piping to<= 1044F. I 4015.4 4 Drain water heat recovery units =.': ❑Complies ;Exception:Requirement is [FI31]2 ❑Does Not !not applicable. nested in accordance with CSA �B55.1. Potable water-side i pressure loss of drain water heat ❑Not Observable ?recovery units< 3 psi for ❑Not Applicable individual units connected to one t c or two showers.Potable water- € side pressure loss of drain water heat recovery units<2 psi for r individual units connected to ., three or more showers. 404.1 90°�or more of permanent ❑Complies !Requirement will be met. [FI6]� 'fixtures have high efficacy lamps ��'❑Does Not j ❑Not Observable ,.' ❑Not Applicable ! 4041.1 Fuel gas lighting systems have .[]Complies1 Requirement will be met. [F123] ino continuous pilot light. ❑Does Not I ❑Not Observable ;1 ❑Not Applicable 401 3 Compliance certificate posted. I ❑Complies ;Requirement will be met. [FI7]2 � ❑Does Not I ❑Not Observable � ❑Not Applicable 303 3 {Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 ;mechanical and water heating :' []Does Not lsystems have been provided. ❑Not Observable {a- ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) ;.2,; Medium Impact(Tier 2) 3`I Low Impact(Tier 3) Project Title: 2023_017 Oasis 2-R-S finished cellar Report date: 06/25/25 Data filename: Page 9 of 9 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 11.00 Floor 19.50 Ceiling/ Roof 39.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.27 Door 0.29 0.30 CoolingHeating Air Conditioner 16 SEER Furnace 96.6 AFUE Water Heater: Name: Date: Comments Roa COMPLY WITH ALL CODES OF APPROVED AS NOTED, NEW YORK STATE&TOWN CODES T EQUIRED AND CONDITIONS OF DATE,S g a5 B.P.# 15� I SOUTN LDTOWNS FEES 39.5 BY �WMITOWDIRA 06110AM NOTIFY BUILDING DEPARTMENT AT TOWNTAL MS 631-765-1802 BAM TO,4PM FOR THE ' S' FOLLOWING INSPECWTI'ONS: � FOUNDATION,TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST ELECTRICAL BE COMPLETE FOR C.O. INSPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS -7 o 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER EMERGENCY ESCAPE WINDOW WELL Z ( � STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE d V [R310.2.3]: O 8" CONCRETE STEM WALL ON 16" x 8" F- P.G. FOOTING Rg05.2.6] lu BASEMENT WINDOW 5PECIFIGATION: PROVIDE FALL PROTECTION OVER No. 15 ASPHALT FELT UNDERLAYMENT(Rc105.1.11 WALLS AND AN INTERIOR LADDER. TWO LAYERS 2:12 TO 4112 SLOPES;ONE LAYER > 4:12 PELLA LIFESTYLE 5ERIE5 CASEMENT IN51DE BAGKFILL SHALL BE 12" LAYER SELF-ADHERING POLYMER-MODIFIED N J FRAME SIZE: 32" x 41 OF GLEAN GRAVEL OVER GLEAN BITUMEN ICE SHIELD BARRIER [Rg05.1.21 Z J COLOR: BLACK SAND d GRAVEL TO BOTTOM OF 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES W OLA55: INSULATED LOW-E ARGON FOOTING. 51DE PIVOT HARDWARE GRAVEL SURFACE TO BE A MINIMUM 6" 2x8 [UG3B] P.T. LEDGER 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES v U=0.2q 51­100=0.27 DP RATIN0=50 BELOW SILL. 1/2"0 x 4" GALV. LAG SCREWS AT 16" O.G. 5TAG,GERED I/2" STRUCTURAL PANEL SHEATHING [R803.2] Q MEETS 5.7 sf EGRE55 L X_ 75'-6 R-3q CLOSED-CELL SPRAY FOAM (5PF) INSULATION Q W lu L 31'-O" 42'-b" 2'-0" SOLID WOOD BLOCKING ZO � \ V 13'-0" 18'-O" 4'-b" 5'-6" 14'-O" b'-6" 12'-0" !1! O O OL - - - - CEILING JOIST ; FFQ-- I- i P G FTG � DECK LATERAL CONNECTION [R507.q.2] DRIP EDGE [R905.2.8.5] � `Z SIMPSON DTT2 Ix8 WOOD FASCIA - - - -_ - - - INSTALL IAW MANUUFAGTURER'S SPECIFICATIONS 1/2" GYPSUM WALLBOARD } (TYPICAL-2) SOFFIT VENT j> - - - - -- -+-O-f-- - 4 I - - - - - DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID -J - J(2) 2x8 P.T. 6 - J L , MINIMUM 24" LAP SPLICE LENGTH [R602.3.�] INSULATION TO WOOD FRAMING PER z MANUFACTURER'5 INSTRUCTIONS FOR HIGH-WIND _ _ I IL p DECK 8 ( _ _ I AREAS AND TO RE515T A MINIMUM 28 psf BASEMENT ENTRANCE STAIRS u� : _ r 8" REINFORCED CONCRETE RETAINING WALL c0 I I Q ABOVE ( I "71I EUXPOSURE G) (EXPOSURE B) OR 40 psf -A #4 REBAR AT 12" ON-CENTER EACH WAY STANDARD HOOK AND LAP INTO 16" x 8" P.G. j Q FOOTING. 2 MIN REBAR COVER r J - - � J- - - - - - - - - - - - - - - - - - - - J L - - _J L - -- - - - - - - - - - - - - - - - - - - O O �75/a"R I -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -__- - - - - - - - - - I PLASTIC HOU5EWRAP INSTALLED UNDER FOAM 2a35 I INSULATION. INSTALL AND TAPE ALL SEAMS PER I CASEMENT CASEMENT WATER I 2x4 WALL STUDS AT 16" O.G, MANUFACTURER'S INSTRUCTIONS (R703.2] R-15 UNPAGED F IBERGLA55 BATT INSULATIOA r 3 " H ND I [ 11.181 GONG PLAT I GOULD5 HYDROPRO WATER SYSTEM TANK I I � R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) I AND STEPS I WELL WAATER PRE55URE STORAGE I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U511NO EMERGENCY ESCAPE I GAP HEAD NAILS WITH A MINIMUM 5/4" N I R 5E S - QO RESCUE OPENING [R310] WATER SERVICE RISER I I R-13 2" CLOSED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND DRYWELL I_ - (ALSO AT RIM J015T IN SECOND I6 O.G. FIELD. O - - J L - - - - - - - - - 0 8 FLOOR PLATFORM - NOT SHOW - - - - - - - - - , - - - 3 6 I 1/2" STRUCTURAL PANEL SHEATHING PROPANE GAS IN5TANTANEOU5 CONDENSING BOILER NAVIEN NPE-24052 - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - .o GLASS IV DIRECT VENT, ZERO CLEARANCE I- - I 3/4" STRUCTURAL PANEL SUBFLOOR - 2x SOLE PLATE jh in INSTALL IAW MANUFACTURER'S INSTRUCTIONS I I I 2x8 PLATFORM I Q p INPUT: Igq.q MBtu/h;UNIFORM EF = O.qb �p I 2x BAND JOIST Z I O D AHRI #206368362 2x6 PRESERVATIVE TREATED SILL [U62] Lu � I I FLOOR JOISTS �• I I I mw CF AOPPER TERMITE SHIELD I Im I I � z GAS FURNACE WITH COOLING COIL I< I NOTE: - J OVER SILL SEAL IU LENNOX MERIT MLIg6UH045XE36B I I HOLDDOWNS ARE u� w DIP-ECT VENT CATEGORY IV I EXTEND SIDING TO WITHIN 12" OF FINAL t' ZERO CLEARANCE NOT REQUIRED FOR �_ GRADE FOR HISTORIC D15TRIGT5 IO� DOUBLE FRAME I INSTALL IAW UL LISTING, NFPA 54 AND I I WOOD SILL PLATE TO FOUNDATION ANCHORAGE I�z AT STAIRS I I I 5 THIS PROJEGT. MANUFACTURER'S INSTRUCTIONS I - [R403.1.6] �- Iz I I I ® (FIRST STORY ZONE) I I �' MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT IO I I I �p AFGO ZIP MODEL 4X I GREATER THAN 6 FEET ON-GENTER EMBEDDED 1 I� 4"� 5TL COLUMN I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADEcz ON 2'-6"x2'-6"xl2" DEEP P.G. FTG. 0, FL r I I'-6" GELL5 OF CONCRETE MASONRY UNITS. THE ' I 0 BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD cV I�Q I DEMO WALL WHERE SHOWN w/(3)-#4 REBAR EACH WAY ° L , OF THE WIDTH OF THE PLATE. A NUT AND m I (2)-1.75x14 LVL GDR Iu Q I I I I (IN GREEN-TYPICAL) (ENGINEERED DESIGN) (ENGINEERED DESIGN) WASHER SHALL BE TIGHTENED ON EACH ANCHOR IO I I (TYPICAL-7) BOLT. THERE SHALL BE NOT FEWER THAN TWO m W BOLTS PER PLATE SECTION WITH ONE BOLT ~ V iq Ip I I I I I I I I I I I I I I I I I d) LOCATED NOT MORE THAN 12 INCHES OR LE55 Z I- _ _ r THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH u- Z W _ _ I UNEXGA�VATED I _ - - - - -z- - - - - -e - - - - - a- - - - - �- - - - - -e - - - - - - - - - -z-- - - m o^ � zfy I I I I I END OF THE PLATE SECTION. WALLS 24 INCHES 0 w .. O J W N m I BEAM POGKET TOTAL LENGTH OR SHORTER SHALL HAVE NOT = U) z - Z W L - - J L - - J L - - J L - - J L - - J L - - J L - - J < ° - `� cv I (TYP-2) I ( FEWER THAN ONE ANCHOR BOLT LOCATED IN THE J Q d r O Z :: " I I CENTER BE ATTACHED TO ADJACENT WA Q w u m c� (L f ~ z 6'-2 -6 6-b 6-2 3 O Z OF THE PLATE SECTION AND Lu d) Q_ IN I = I I PANELS AT CORNERS AS 5HOWN IN ITEM q OF Q Q N U U Q < � I I I I 3-8 TABLE R602.3(I). O Q o W -�� d -,0 y z I 10" POURED CONCRETE FOUNDATION STEM WALL I - - - R-II BASEMENT WALL BLANKET INSULATION O O w IY O L O --� I� I VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. i w Q N (v .(� N Q Iz 0. I _ I LV4 TO 4/4 CONCRETE COVER FROM IN51DE FACE P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL Q to O O} }I�-- v , Z Q iv I O O HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. I _ I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS tL dJ w O Q I1 ly I I TOP BAR WITHIN 12" OF TOP OF WALL o z( I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR m a (� I4 I SANITARY WASTE PIPE UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING WITHIN 12 INCHES OF THE TOP OF WALL STORY AND v 0 J-1 I�Q I ( MINIMUM 3'-0" BELOW GRADE BASEMENT zU I I I I I I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL LL �� 1 Z O i- 4' P.G. SLAB w N I I I I I I r STORY;OTHERWI5E, SEE PLANS (TABLE R404.1.2(I)] O X IL I = I Q Q 0 I L - -J I EXPANSION JOINT r dJ 'yam I� I = 1 r - - - - - - - - - - - - - � o I I oL_c� J 4" P.G. FLOOR SLAB I � z — - - - - - - - - - - I I I I I POUNE CONCRETE FOOTING UNDISTURBED D 501 [R403.1] o I N - - ELEG PA NEL + h°•%4 ' o _ _ _ _ r`� 6 MIL POLYETHYLENE FILM °« ;^� ` _ -i DECK 2x8 (UG3B] P.T. LEDGER I CONTINUOUS UNDER 5TEMWALL O I . . . R, - - - -- - - - - - - ^- - - - - - - - - - - - - - - 1/2 (P x 4' GALV. LAG 5CREW5 AT I6 O.G.ABOVE p STAGGERED [R50 .q] u - - - - - - - - - - - - a.N T)'1=1 GAL. EX I ST I NO NAL.L. SEOT I ON �- - - - - - - - -- - - - - - - - - - - - - - J SCALE: NT5 _ I o I DE iVERED JUN 2 51015 (2)-2x10 P.T. GDR F - _ _ O J o — — — — —— — — — — - - - - - P.G. FTG l_ OSO - - - - O ly l0 OIL 2" O 2: O Q Q 22-Io -1'-2" 1001: 22'-0" O r 75'-0" O< ILp �O 4"x4" [UG4B] PRESERVATIVE TREATED P057 WITH GALV. METAL P05T BASE ANCHOR ON lutY 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTIGAL REBAR ON (V Q O 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM O 0 Q LL MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) W Q O n 0 (ENGINEERED DESIGN) I-J j 1 STRUCTURAL DESIGN NOTE u /�I ST I�� OU I�t� T 1 O 1�l �L. I�t In accordance with the 2020 RGNYS; structural < < elements such as engineered wood, steel and ~ v SCALE: 1/4" = 1 ft steel/wood composite columns, beams, headers and N OL girders that: a •d ry' X E- Z = 1) resist gravity loads, and d N lu 2) are not contained in the prescriptive design v +� Q w provisions of the 2020 RGNYS Q were designed in accordance with p to ANSI/AWC ND5-2018 with 2015 supplement. -i Structural elements such as walls and fenestration that: DATE: AUGUST 2025 1) resist wind loads, and 2) are not contained in the prescriptive design EX15TINO FOUNDATION PLAN provisions of the 2020 RGNY5 TYPICAL WALL SECTION were designed in accordance with ASGE -7-I6 wind — provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are �� : I annotated "ENGINEERED DESIGN." I I s - - - - O - - - - 235# ASPHALT 5HINOLE5;MIN. (4)-FA5TENER5 PER STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE Q z [R°105.2.6] < DECABOVE No. 15 ASPHALT FELT UNDERLAYMENT [RGO5.1.1] 0. TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 SELF-ADHERING POLYMER-MODIFIED cll Q BITUMEN ICE SHIELD BARRIER[RG05.12] O W z — — _ — 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 5:12 SLOPES v V 36" INSIDE EXTERIOR HALL LINE FOR > 8:12 SLOPES 1/2" 5TGTURAL PANEL 5HEATHING [Rb03.2] LL T RU n� R-39 CLOSED-CELL SPRAY FOAM (5PF) INSULATION wATER Z NEW 2x4 FRAME WALL AND TANK Lu Lu 3 " H ND I [ 11.7 8] OTHER PROPOSED CONSTRUCTION O (TYPIGAL-IN BLUE) ° SOLID WOOD BLOCKING z N 15 R 5E - QO 5061, 3 1/2 CEILING J015Tlu DRIP EDGE (Rg05.2.&.5] Q d) V _ Ix8 WOOD FASCIA E A 1/2" GYPSUM WALLBOARD SOFFIT VENT L 2x8 PLATFORM '"? DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID FINISHED GELLAR MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO HOOD FRAMING PER MANUFAGTURER'5 INSTRUCTIONS FOR HIIGH-WIND �j AREAS AND TO RESIST A MINIMUM 2a p5f (Y MEGH. RM SUCTION LOAD (EXPOSURE B) OR 40 p5f O_ VERIFY 36 MINIIMUM ACCESS v CLEARANCE IN FRONT OF UNFINISHED (EXPOSURE G). EQUIPMENT(MI401.21E3405.2] lY ' Q ® PP CO N ---- PLASTIC HOU5EWRAP INSTALLED UNDER FOAM tu Y INSULATION. INSTALL MANUFACTURERS INSTRUCTIONS TIONS [-10TAPE ALL 3.2) PER f1 ° 2x4 WALL 5TUD5 AT I6" O.G. O 256" EXISTING STEEL COLUMN 5061, R-I5 UNFAGED FIBEROLA55 BATT INSULATION (TYPIGAL-1) R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) 1/2" GYPSUM HALLBOARD RIGID FOAM INSULATION. INSTALL U51NO _�<• • • • • • GAP-HEAD NAILS WITH A MINIMUM 3/4" O UNEXCAVATED PENETRATION;SPACED 12" O.G. PERIMETER AND R-13 2' CLOSED-CELL 5PF INSULATION �� (ALSO AT RIM J015T IN SECOND - FLOOR PLATFORM - NOT 5HOHN) 1/2" STRUCTURAL PANEL 5HEATHING VERIFY PIPE CLEARANCE ALIGN WITH DUCT SOFFIT ABOVE 42'-1011t 5/4" STRUCTURAL PANEL 5UBFLOOR 2x SOLE PLATE 2x BAND J015T VERIFY 36" MINIMUM ACCESS 2x6 PRESERVATIVE TREATED SILL (UG2] CLEARANCE IN FRONT OF = EQUIPMENT THROUGH OPEN DOORWAY(MI401.21E340521 FLOOR JOISTS COPPER TERMITE SHIELD OVER SILL SEAL : EXTEND 51DINO TO WITHIN 12" OF FINAL HVAG NOTE`. GRADE FOR HISTORIC DISTRICTS A DAIKIN 2-TONNE MULTI-ZONE HEAT PUMP 1/2" GYPSUM WALLBOARD SYSTEM TO,BE INSTALLED TO EXGLU51VELY = SERVICE THE FINISHED BASEMENT ZONE. THE LOCATION OF INDOOR OUTLETS AND FIN15H GRADE -------------- OUTDOOR UNIT TO BE DETERMINED BY UTILITY RM CONTRACTOR IN FIELD. UNFINISHED SEER MIN. I ELEG PANEL1-7 ,q HSPF (�I I/2" GYPSUM WALLBOARDLu DECK z V)LU (� u l m z ABOVE 2 x 4 FRAME HALL WITH � _ �j z tr I1J z P.T. BOTTOM PLATE OO 16 } 0 -1 O -..1 W t2" SPACE < _ t- (3 z (DO NOT COMPRESS INSULATION) Q Y Z Z ooa�ao�`� p- 0 � } �d < R-II BASEMENT WALL BLANKET INSULATION O w tl O > Q 4 zNO- � -w Q _ - (2)-2x10 P_T_GDR - - Q I1'u O Q 5 N O Q HATER $ MOISTURE RESISTANT Q _j (3c0 Q z COMPOSITE WOOD BASEBOARD Q Q IX lY(Y < BOTTOM OF WALLBOARD SHALL BE 5/4" ~r ABOVE SLAB FLOOR FOR MOISTURE BREAK N z � Oo� PROPOSED FINISHED OELLAR FLAN, �o Q SCALE: 1/4" = I ft 4" P.G. FLOOR SLAB a��rn PPP /'ar.y'Y POURED CONCRETE FOOTING .'*"� °!- .; 4" ROOF ON UNDISTURBED 501L (R403.1] ------------------------------------------------------------------------ --------------------------------------------------------------------------------------------------------------------------i b MIL POLYETHYLENE FILM P r>*Me �- 1> CONTINUOUS UNDER STEMHALL - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED 7%rFIOAL MALL SECTION 7 —r I 1 I SCALE: NTS I I I I I I I -------------------} ------ -- }------------------------------------------� -4---------------------------------------------------------------t-------------------------------------------------------- ; DE IVERED JUN 2 52015 CEILING LAUNDRY ( 1 I FAMILY BATH �_ 1 I I 1 — MASTER BATH _ _ _ r- - - - -�- - I 1 — _ — _ 7 - - - - - - - - - - 7 - - - - -1 >1 I 1 > F >I > 1 I 1 > 1 > 1 > 1 > I 1 I I wG 1 I I I I I 'IG HASHER 1 I 1 LAV. I LAV. ILAV. 1 1 1 o TUB 1 I 1 TUB i 1 i IN , u� 1 I I I 5HOHER I O l 2nd FLOOR ----------- --- -- -- t------- LH --------- - -------- ----------------------------------•-------------------------a 1-C;.O. 2W G.O. 2H3 W 3 H I-I/2 W i--I G.O. --- 1-1/2" H--- 1-1/2" W 2" w 2 W - 3 W 3' w 2" w i i � O O � � -------------------------- --1-------------------------- ---------------- -- ------------------------------------------------- ---------------------- — o � z d o CEILING — — — — i Q 1L Ll KITCHEN POWDER BATH N Ju - - - - - - -1 - - - - - - - - - - - - - - LL 1 - - -- - - - - - - - - - - - - - - - - - O od V - >1 >1 >1 >T >� I Diu Q o in 1 icy 1 U,) in I N 1 > i STRUCTURAL DESIGN NOTE ]�...� O tk W 3 -1 - U) O o KIT SINK I 1 wG 3 1 1 wG I i In accordance with the 2020 RCNYS; structural W z � �Ittu� PH LAV. elements such as engineered wood, steel and v V iv m m I i steel/wood composite columns, beams, headers and � � '� ttl � girders that: X < 5HOHER I 1) resist gravity loads, and < I I ~ lu -------- ----- ----------------------------------- ---------- -------------- ------- ----- --- ----------------- Q - let FLOOR_--- _-----_----_— _-------------------- - � 2) are not contained in the prescriptive design 2" W I-I/2" W 3" H I-I/2" W 3" W 2" w I rovisions of the 2020 RGNY5 — G.O. 2 w G.O. 2" W 3 W G.O. 2" W 3 yy I p — O O I O Cj p -------------------------- ----------------------------------------- --- ------------------------------------------------------------------ -------------------------------- -� were designed in accordance with 0 ith IL m GEILING 4P W i ANSI/ANC NDS-2018 with 2015 supplement. IL --1 4 w G.O. —II F.A.I. Ul 4" -I Structural elements such as walls and fenestration 1 I that: 1 I DATE: AUGUST 2023 I 1) resist wind loads, and i L2) are not contained in the prescriptive design PROPOSED I•'LUME3 1NC RISER D I AC RAM HOUSE TRAP I TO APPROVED provisions of the 2020 RGNYS I SANITARY SYSTEM p FINISHED CELLAR PLAN I SCALE: NTS (NO CHANOES ARE PROPOSED) i were designed in accordance with ASCE -1-16 wind BASEMENT FLOOR -----------------------� provisions and acceptable engineering practice. DRAKNO NUMBER where such elements occur In the plans, they are AA - 2 annotated "ENOINEERED DESION."