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HomeMy WebLinkAbout52250-Z Of Sol/Tyo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd 00UNT1 a Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46979 Date: 04/17/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1800 Harbor Ln Cutchogue, NY 11935 Sec/Block/Lot: 103.-1-25 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 07/31/2025 Pursuant to which Building Permit No. 52250 and dated: 09/10/2025 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: Partially finished basement in existing single family dwelling as applied for. The certificate is issued to: Carin Francica,Joseph Francica Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 26-207 02/19/2026 PLUMBERS CERTIFICATION: Jorge Naranjo 02/03/2026 �utho oied Signa e �aofSO& TOWN OF SOUTHOLD BUILDING DEPARTMENT ' c TOWN CLERK'S OFFICE uxrr. ' 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#: 52250 Date: 09/10/2025 Permission is hereby granted to: Carin Francica 1696 Beech Ln Annapolis, MD 21409 To: finish a portion of the existing basement of an existing single-family dwelling as applied for. Premises Located at: 1800 Harbor Ln, Cutchogue, NY 11935 SCTM# 103.-1-25 Pursuant to application dated 07/31/2025 and approved by the Building Inspector. To expire on 09/10/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $614.00 CO- SIDENTIAL $100.00 Total S714.00 Building Inspector M East End Inspection Agency, LLC 2 s v LL P.O. Box 36 East Quogue, New York, 11942 }` MAR 2 3 2026 EEI (631) 594-2272 Fax(631)694-2598 office@eastendinspectionagency.com East End Inspection Agency t F U F1': CERTIFICATE OF EL'ECTRICPAL COMPLIANCE This Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant and not after the final inspection date listed. Owner: Francica Date: February 19, 2026 Address: 1800 Harbor Lane Certificate No: 26-207 Cutchogue, NY Location of Property Inspected 1800 Harbor Lane Cutchogue, New York $TCM-Dist, !DQQ—.-—Section---J,03-..--.-BIock:.-1--, Lo.t:.-25-..- Permit .Number -.52250--------- [X] Renovation [X] Residential [X] Basement [X] Basement Fixture Outlets-25 Other Fixtures-25 led Outlets- 19 ACFI Breakers-21 GFCI Receptacles-6 1 -Fan Smoke Det-3 Multi Outlets- 1-20 Amp Service Cond Size-Exiisting 1-23-100 1-32-200 existing I-SPD Switches-10 GFC1 Breakers-9 CO Det-3 1-7-100 Date of Roughing Inspection: Date of Final Inspection: 2/17/2026 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Install eowner License Number: N/A Electrical Inspector: I . Edward Seltenreich Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 C4 Southold, NY 11971-0959 *N1 BUILDING DEPARTMENT FEB 4 2026 TOWN OF SOUTHOLD CERTIFICATION Date:- 0)-- o%- lo,16 Building Permit No. a )I Owner: ri C (Please print) Plumber: Y 2X-6v\(0 d(Please print) -I,- I certify that the solder used in the water supply system contains less than 2/10 of I%lead. L?fumbers Signature) Sworn to before me this plinnil 20,A A4,vfllu N0TA1tYPUBLlC,®TAB 6FNflWV0jjg b8lottation NO,Of 016442706 Quallfim In ft9aff"IL,Caug", Commigglo" plfug 1011712)16 Notary Public, S- Al L—County -- Qom) - - - ----- ------------ - ---------------- ----- -- -- - ��./`� OF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL oed_-ZF-U� ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: Alou Ajjo e 3/S - OeoOp ` GoeeteSS do/- A-72 e 7'P dzth A AoW ` IL PIPAvbI /�,� h� sa Idems C-e4e17 die �./e i ee ,�cQ e lle_ewe_ol�- -- �� At0.0. DATE 5- INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. Cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: DgdU 42 Ceg-J-1 I DATE INSPECTOR HITECT MARK SCHWARTZ & ASSOCIATES 2849;) ,Main Read• PO Box 933•C111rh0gL1C: \1' 1193a 631.734.4185 1uu .ml:�archiucl.c:oan September 25,2025 (. S E P 40 2025 Southold Town Building Department Department 54375 Main Road I of s outhoiri Southold,New York 11971 Re: Francica Property 1800 Harbor Lane Cutchogue, NY To whom it may concern, I have been on site for portions of the construction phase. The insulation installation has been completed as per plans and meets current NYS Code requirements. Please contact this office with any questions you may have. Sincerely, r Mark Schwartz AiA ACHITECT MARK SCHWARTZ &ASSOCIATES 28495 .Main 120'Id• P0 BOX 933 0 631.734.41fl5l wxvxr.mksarchi tect.C(I III February 17,2026 L Southold Town Building Department FEB 1 7 2026 54375 Main Road Southold,New York 11971 '1, Re: Francica Property 1800 Harbor Lane Cutchogue, NY To whom it may concern, I have been on site for portions of the consL-Luction phase and have review edthe notarizzle(I letter from the previous Owner of the property. Based on my knowledge of the NYS code and this letter from Frank Raynor Jr(dated January 18,2026), it is my understanding that the current existing conditions construction with a bilco egress,was built to code back in 2010. Please contact this office with any questions you may have. Sincerely, L M 4U HITECT MARK SCHWARTZ &ASSOCIATES 28495 . fain Road• PO Box 933•Cutchoguc. NY 11935 631.734.4185 wtvw.mksarchitcct.com February 27,2026 Southold Town Building Department MA - ? 54375 Main Road 20�6 Southold,New York 11971 Re: Francica Property 1800 Harbor Lane Cutchogue, NY To whom it may concern, I have beer.on site for portions of he construction phase and to the best of my knowledge, the framing and insulation work for this project has been completed as per plans and NYS code. Please contact this office with any questions you may have. Sincerely, r t, Mark Schwartz AIA January 18, 2026 To whom it concerns, I am the previous owner of 1800 Harbor Ln, located in Cutchogue NY. Frank Raynor Jr. The partition walls in the original basement area were installed in 2010 when I did the home addition and renovations I hope this resolves any questions. Sincerely,_. Frank Raynor Jr 21 Ellis Ridge Rd PO Box 481 Glen, NH 038 ,�ssA c jjj"sF`,. C -MY. •� � • MI N - EX = MAY» sy 2028 %2p�ygMPS`r•'.G ``�.� r ' FIELD INSPECTION REPORT I DATE COMMENTS CA ro r FOUNDATION (1ST) ------------------------------------- Q � C FOUNDATION (2ND) z 0 OO H ROUGH FRAMING& PLUMBING 1 I ` oviOtt• r r r INSULATION PER N.Y. STATE ENERGY CODE A�t�d /�. show �c�uin.•C�- /�.c sue. FINAL aA ^,,� ADDITIONAL COMMENTS �- e ans .v a a. �►�shy Z _ u biiex, gin. Q - r " �o � z x TOWN OF SOUTHOLD—BUILDING DEPARTMENT f� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 htt s //www.southoldtownn ov P � ) � ) P � Y� Date Received APPLICATION FOR BUILDING PERMIT D E G 0 E For Office Use Only JUL 3 1 2025 PERMIT NO. � , Building Inspector: Building Department Applications and farms musfi be filled outs their entirety Inco Town of So rr�plete ' uthold applrcaqons will not be abcepted Where the Applicant�s not the owner,an wner's Authorization form(Page 2)shill be completed tJ .. Date:7/31/25 x AWNER;{S)OF`PROPERTY w4 Name:Joseph Francica SCTM#1000-103-0001-025 Project Address:1800 Harbor Ln., Cutchogue Phone#:631-793-4869 Email:Carinf10@icloud.com Mailing Address: 1696 Beech Ln., Annapolis, MD 21409 t CONTACT PERSON � yfi Name:Tom Ludlow Mailing Address:105 Ole Jule Ln., Mattituck Phone#:631/680/2651 Email Tom@LudlowHomesCo.com b:f:SIGN PROFESSIONAL$INFORMATION , eWE E 1 4 E ..�.. ,.-..x ;E Name:Mark Schwartz and Associates Mailing Address 28495 Main Rd., Cutchogue 11935 Phone#:734-4185 Email:MKSARCHITECT@optonline.net CONTRACTOR 10Pb MATION� � � ��� � �A .a ,,. �. r. . a Name:Same as contact Mailing Address: Phone#:14 Email: DESCRIPTION OF PROPOSED CONSTRUCTION et — Y ale [--]New Structure ❑Addition ©Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $80,000.00 [will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 77777 k �V % � ` PROPERTY INFORMATION e pro s Existing use of property:Snl le famil Intended u of property:sin le famll .._ _ _ .g ._.._ Y ddse_ ..___ .m....__ __. _ __...x g._ ami y Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to I'eSldetltlah .. _ this property? Dyes El No IF YES, PROVIDE A COPY. 13 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.T,own Code APPLICAT(Q(�IS HEREBY MADEto the,Buildmg Department for the issuance of arBuildng Permit pursuant toFthe Building Zone Ardinance of the Town of Southold,Suffolk,County,NewYorkand other applicable Lain�s,Ordtpances or Regulations;for the cohstructtori of builtlings, additions,alterattons`or for removal or demohtioncashere�n descnbed Therapplicarit agrees torcomplywith_all applicable laws,�ardinances,building code housing code and rergulattons and to atlmrt authorized inspectors on premises antl m�uilding(s),fo tieeessai y mspecttpns Ealse tatements made herein are: punishable Is a Class A misdeineanor-pursaant to,.`Section 21D 4"�of the New York State Penal f aw.' Application Submitted By(print name •T maS M. LU SOW BAuthorized Agent ❑Owner Signature of Applicant: Date: 7/31/25 STATE OF NEW YORK) SS: COUNTY OF SuA'al Ic. ) —r-�T<,M.,4-,, 6 , "-- moo✓ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the C—,v►.r' A c-,ro� (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 _3 day of Ju lu ,20A 0 Notary Public CHRISTOPHER B BONDARCHUK PROPERTY OWNER AUTHORIZATION \OTART'Pl iRLll'tiTATF 0 \'FW Y0Ri Registrattnn Vo UIB000?R944 (Where the applicant is not the owner) Qualified in Snfralk punt% M%Commission ExP r '� I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Mr. Joseph Francica 1696 Beech Ln. Annapolis, MD 21409 Date: July 28, 2025 To Whom It May Concern: I, Mr. Joseph Francica, hereby authorize Mr. Thomas M. Ludlow to act on my behalf in all matters concerning the permitting of my project at my property located at 1800 Harbor Ln., Cutchogue, NY 11935. Please direct any questions or correspondence pertaining to the project toward Mr. Ludlow at 105 Ole Jule Ln., Mattituck, NY 11952-Telephone (631) 298-5080. Sincerely, Generated b REScheck-Web Software COMPLY WITH y APR 0 ED AS NOTED L CODES OF Compliance Certificate NEW YORK STATE&TOWN CODES Z DATE: B.P.# 5 AS REQUIRED AND CONDITIONS F FEE •W BY. SOROOTOL A 0 1� Project FRANCICA HOUSE NOTIFY BUILDING DEPARTMENTAT SOM0L0 T PLANNING BOARD 631-765-1602 8AM TO 4PM FOR THE tt� fn ^ ry 7p Energy Code: 2018 1ECC SQV I nOLll OV;N TRUSTEES Location: Cutchogue, New York FOLLOWING INSPECTIONS: Construction Type: Single-family 1. FOUNDATION-TWO REQUIRED VS.D Project Type: Alteration FOR POURED CONCRETE i�HPC a Project SubType: None 2. ROUGH-FRAMING&PLUMBING Climate Zone: 4 (5572 HDD) 3, INSULATION Permit Date: Permit Number: 4. FINAL-CONSTRUCTION MUST ,- — — — — — — — — — — — — — — - 27'-9" All Electric false BE COMPLETE FOR C.O. EXISTING EXISTING Q Is Renewable false ALL CONSTRUCTION SHALL MEET THE CXWI45 CXW145 W Has Charger false REQUIREMENTS OF THE CODES OF NEW ____ ___________________-_____-_-__-______ __ _ __ _ (EGRESS) (EGRESS) - ---------- ----- - ______________________ ______ O Has Battery: false YORK STATE. NOT RESPONSIBLE FOR Has Heat Pump: false ' DESIGN OR CONSTRUCTON ERRORS 2X4 @16"OC STUD WALL PERIMETER(TYPICAL) INSULATE w.R20 INSULATION PER ENERGY COMPLIANCE O Construction Site: Owner/Agent: Designer/Contractor: INSTALL 1/2"SHEETROCK ON WALLS AND CEILING. 1800 HARBOR LANE CUTCHOGUE,NEWYORK BATH TO BE MOISTURE-RESISTANT ON WALLS AND CEILING. I INTERIOR TRIM TO MATCH HOUSE OR AS SELECTED BY ;i „1t1;.; t. b ,r d ( tr,�e aataz,:e} ",�xd4la.._o- d dj%;z..4.ti4atx;da�j:yna,., OWNERS. INSTALL ELECTRICAL TO CODE,INCLUDING SMOKE/CO _.._........_....._.......... ..... ....._..__,W...W.._.......,. __ _. _.,.......-._._......_... _......_,_.._-.._.... .._._.. I DETECTORS FLOORING AS SELECTED BY OWNERS Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade I = - -_ ______ __ _ _ _ __ ______-_____ assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. =O=----------------------=O=___-__--__----------N=O= ►n Cn Envelope Assemblies RECREATION ROOM w `e e EXISTING DECK EXISTING 9'BASEMENT LZ 0 Wall:Wood Frame,16"o.c. 1,186 20.0 0.0 0.059 0.060 68 70 (2)CXW145:Wood Frame SHGC:0.34 26 0.270 0.320 7 8 F•L� Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other v I 6'-3" 8'-2" r \ O calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date I 3'-0" 2'-8" U -- - -- - - - -- - - — - - - - — - - — -------- - ------- ---------------- - -----------------------_ - _ r EXISTIN BEAM . r WA, ----------- 000 -------- -- -- -- UP I ; ' ' r SUMP�� U I PUMP r STORAGE -- 1 r 1 , Project Title:FRANCICA HOUSE Report date: 07/25/25 EX STI G TA RS Data filename: Pagel of 1 1 O �bo„ M tV �+ p N O C7 M Qj V F V PROPOSED BATH 0 LO , N PROVIDE EX.FAN VENTALATION _ w ° VAT� 0 I GEC I I T� M � o P00 � .7 OF Q0CP ► Y a SOLID-CORE DOOR w/ a� WEATHERSTRIPPING to U cam+) � 10 _ U) 00 a, 7'-41/211 5-1" rV , w ELECTRICAL 12'-9" INSPECTION REQUIRED 3 w U II/4 11/9 I1/4 I1/1 I V. LA W C 13° F.A.I. Y N C.O.I 1 1/4 11/4 3 3 SLOPE"1/4"PER FOOT PrrCH TO DRAIN mot, To AoaovEn 1.4C SlPTICNSIEM TRAP L E EXISTING BASEMENT EXISTING GARAGE 7'WALL HEIGHT PLUMBING SCHEMATIC SCALE: NOT TO SCALE PLUMBING ft1 ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING PLUMBER CERTIFICATIC' DRAWN: ON LEAD CONTENT BEFOH` SCALE: CERTJFICATE or ocCUPAN JOB#: 7/25/2025 SOLDER USED IN WATEF PROPOSED BASEMENT LAYOUT R `l' " "�'+� 's SHEET NUMBER: SUPPLYSYSTEM CANNC- SCALE: 1/4 = 1 -0 ' EXCEED 2110OF1% LF..A: pt A r �� A- 1 v. 'r t: v to 1 - TE WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Z GENERAL NOS ) 1 .RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES MAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QITY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-18d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) in The information within this set of construction documents is related to basic design 2).R Lateral framing and s ASSEMBLY: CEILING JOIST 8'WALL:3-18d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE W intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMONJOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PST)R301.5 DESIGN DEAD LOAD(PSF)R301.2 22 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA80 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/I80 ^ H meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER T Arncs WITH FIXED STAIRS ABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WAG FLOORS L S 5 /360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) V360 w should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2.Sd COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6•THICK) 85 CEILINGS(GYPSUM) L/240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIPWALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 O P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) H/360 3 .Dimensions shall take precedent over Scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-116d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 p.( First wall studs shall be connected to the foundation,Sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 O g engaged p P WALL FRAMING: SLEEPING ROOMS 30 4).The designer has not been en a ed for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 ^ precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-1(�d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16id COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field.and Sym" Pa g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER TO 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel H HEADER 16d COMMON 16"O.C. FACE ALONG EDGES NAIL SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. w such as bookcases,shelving,pantry,closets,trims,etc edges and 10"o.c.in the field shall be in accordance with the length requirements specified _J in table 3.15a-b. TOP OR BOTTOM 2-I6;dCOMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-I&d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: �D BOTTOM PLATE TO: W FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 335a-btimes the appropriate FLOBOTTOJOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O ,� length adjustment factors in table 3.16. FOOT SEE NOTE:1.2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER IC ESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD W 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL Q Z interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO W 3).Provide 1/2"expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - P 1 g JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. 4- 8d COMMON masonry g 8).CONNECTIONSAROUNDonsshaORWALLOPENthupl SILL TOP JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: U x 0 Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall 2- Sd COMMO NAIL SPACING NAIL SPACING AT INTERMEDIATE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL Z O Imo' be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES U 3.5. AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD � BLOCKING EACH TOE .-+ E�5).Unless otherwise noted,all slabs on grade to be 3000P.O..Concrete to be 2- 8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3 g p TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-116d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O,C. SEE NOTES:I(BOTH FIELDS) FT U 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD h+y along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. . 8d COMMON @ 4"O.C. SEE NOTES:1,3 6),Crawl spaces n at provided with r minimum .of area. "access opening.Install one attached with the above requirements. TO BEAM 3-116d COMMON JOIST NAIL Sx16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3- 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END � the below grade portion of exterior walls prior to backfiillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3-116d COMMON g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, cV v � 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washer BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.and nuts. 2-116d COMMO cn kli SILL OR TOP PLATE FOOT SEE NOTE:1 0` L� Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHE HIN For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. CO rn cn C) .� w_y 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL b `"4 X O � Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For M rn below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. X u" P g STRUCTURAL PANEL 8d 'ta Z 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR WIFCM-SBC ca y 00 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: o � Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. C, ?0 r+ CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION p � 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES �+ (a 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL U)t" otherwise. JOINT DESCRIPTION ..� t� -14 -� Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CITY. SPACING SEE NOTES:1,3 (BOTH FIELDS) v where needed. 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD U 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE ct) _ ( ) g• 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0. FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 00 to "Q 6).Concrete piers shall be a minimum 6"above grade. 00 0) v openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING" r. (ia openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)_All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 41 and GO and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. P-4 and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMOI AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC be used. PLUMBING NOTES (n anchors where applicable to all connecting joists. 7/16"PANELS 3"O.C.EDGE � 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub6d COMMOI s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS. IW O.0.FIELD I U U 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: O 3). If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Ln JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side Provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE S N TYPE-XHANG RS AN AN FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).USE TAMPION HANGERS AND ANCHORS WITH 2-MAX ALARMS PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1•Cot DETECTOR IN ADDITION TO SMOKE ALARMI PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS JB�CCOMMIO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) N 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF Ey under all bearing walls. )_ P g pp safety NOTES. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and saf Firebloddng shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. ) Y Y q 1).In concealed spaces of stud walls and partitions,including furred spates,at the ceiling and Floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 V 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls mnstmcted CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered snick. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing x Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL,CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. rI adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirementls for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. / 4q En� members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces IV9� over subfloor as per manufacture's instructions. such as shear plates,shall be used t0(maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT IT LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished, members,the tabulated number of nalils shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tot -16d nail per foot., wauOING SUBFLOOR,Is COMPLETE, 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 11314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DRAWN: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO SCALE: ICOVERTOP JOB#: M1�, %A 7/25/2025 1** A SHEET NUMBER: E 44 A_2 C/L Generated by REScheck-Web Software Compliance Certificate Project FRANCICA HOUSE ` Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family - — — — — — — — — — — — — — — — — 271-911 Project \ EXISTING EXISTING Project SubType: None Alteration CXW145 CXW145 ubT Climate zone: 4 (5572 HDD) _ \ (EGRESS) (EGRESS) Permit Date: ===C�====--==-=========--== =_===_====== Permit Number: ^ All Electric false F� Is Renewable false I 2X4 @16"OC STUD WALL PERIMETER(TYPICAL) w Has Charger false INSULATE w.R20 INSULATION PER ENERGY COMPLIANCE Has Battery: false I INSTALL 1/2"SHEETROCK ON WALLS AND CEILING. O Has Heat Pump: false BATH TO BE MOISTURE-RESISTANT ON WALLS AND CEILING. INTERIOR TRIM TO MATCH HOUSE OR AS SELECTED BY OWNERS. F-O-'1 INSTALL ELECTRICAL TO CODE,INCLUDING SMOKE/CO Construction Site: Owner/Agent: Designer/Contractor: DETECTORS n/ 1800 HARBOR LANE I CUTCHOGUE,NEW YORK FLOORING AS SELECTED BY OWNERS r. 1,?b41 .,_, :k :klddl6kd��lx►d 'ayStAIS.i 'IIJc11AXi lle�@kJ =1/ ________________________ ___ I RECREATION ROOM Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade I EXISTING DECK EXISTING 9'BASEMENT assembly in the specified climate zone must m^et the minimum energy code insulation R-value and depth requirements. W Envelope Assemblies I . `,Ahd.AR * .}a. { Ak-^ ? .vR• P" d ,, �i � I L1 311 Al 211 V O W p z o Wall:Wood Frame,16"O.C. 1,186 20.0 0.0 0.059 0.060LL 68 70 (2)CXW145:Wood Frame 26 0.270 0.320 7 8 SHGC:0.34 I -------- a I LZW 2,_B„ EXISTING WALL W Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other - - ------------------------ - ----------- ----------- - - - - - — _________-_ calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in =O________________________O=__________ _____________ _ _ , „ EXISTIN BEAM bFrA , , , , 1 O H REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. -� ' '1 1 Name-Title UP SUMP Signature Date ' , Q PUMP ; O STORAGE -- 00 U STORAGE `^ Ex STIS 1 O O 01 0 FLUSH TREAD N Project Title:FRANCICA HOUSE w/FLOOR Data filename: Page 1 of 1 ORM DOO v /'�15141 PROPOSED BATH 00 o H NEl LU PROVIDE EX.FAN VENTALATION N v M UP O o P c m r-1 'U X O D' SOLID-CORE DOOR w/ Z 4-1rz WEATHERSTRIPPING 1l W OCT Lo °+✓� EXISTING BASEMENT 0 � q 71-41/211 51-111 4 �, a 1 1/ nn11 c 100 amp 121-7 u � � SUB PANEL N �--� (15 3'-0" v O W 200 amp 150 amp SERVICE SUB PANEL ----4'-0---- ---------- ------------- - - ---------- --- ------ --- ----------- ------- ----------------------- -------- - ------------- --------------- ---------- --- ------ ----------- -- --- -- ---- ---------- --- ------- ---------------------- ------ ------------- --------------------- ' GENERATOR W TRANSFER _ E-MI11114 SWITCH t!'1 FBI 11/9J11/411/4 I1R SD . SD O UV ��M (n we r/8"CEILINGrl_B 3' 3'-111/211 FAT. -y EO.1' „/< 1 STORAGE ROOM EXISTING BASEMENT EXISTING GARAGE N 1/4 3 6-11"'FINISHED CEILING a (TYPICAL) IBIASI B-10 BOILER w �✓ SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 RIELLO BURNER p� TO AMOVEO 4'C 1. SEPTIC SYSTEM 1... TRAP HOUSE TURBOMAX IN 1 ' ' 1 11 HOTTWA ER U 14-4/2" 12-0 � PLUMBING SCHEMATIC 61-011 SCALE: NOT TO SCALE FUEL a1-TANK FUEL Oil TANK _ ------ -----, ----------- I I I I 10 0 Q o 1 1 e 0 Q 0 I M ----------� ------------ PROPOSED BASEMENT LAYOUT DRAwN: SCALE: 1/4" = 11-0111 � A SCALE: JOB#: P'rC } �. 12/18/2025 1 ' SHEET NUMBER: A- 1