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HomeMy WebLinkAbout51383-Z "�°f SOoTyo�° Town of Southold * P.O. Box 1179 0 53095 Main Rd UN" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46316 Date: 07/10/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4635 N Bavview Rd Southold, NY 11971 SecBlock/Lof: 79.-3-16 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/06/2024 Pursuant to which Building Permit No. 51383 and dated: 11/14/2024 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: Additions and alterations including a front covered porch to existing single-family dwelling as applied for. The certificate is issued to: Michael McGurk, Linda McGurk Of the aforesaid building. SUFFOLK COUNTY,DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51383 5/14/2025 PLUMBERS CERTIFICATION: George J. Berry JR 7/7/2025 A tho ' ed 0ignature 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#: 51383 Date: 11/14/2024 Permission is hereby granted to: Michael 1 McGurk 3646 Collector Ln Bethpage, NY 11714 To: construct additions and alterations to existing single-family dwelling as applied for per sanitary certification. Premises Located at: 4635 N Bayview Rd, Southold, NY 11971 SCTM#79.-3-16 Pursuant to application dated 09/06/2024 and approved by the Building Inspector. To expire on 11/14/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $560.00 CO-RESIDENTIAL $100.00 Total S660.00 Building Inspector�Y OF SO(/lyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 'O �y�4UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael J McGurk Address: 4635 N Bayview Rd City:Southold St: NY Zip: 11971 Building Permit#: 51383 Section: 79 Block: 3 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: RJ Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Indoor 57, Basement Service r Solar r Outdoor 1st Floor Pool r Spa r Renovation 17 2nd Floor Hot Tub r Generator r Addition rr� Attic rr'll Garage Battery Storage r INVENTORY Service 1 ph Ir Heat Duplec Recpt 34 Ceiling Fixtures 8 Bath Exhaust Fan 1 Service 3 ph I— Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transfer Switch UC Lights 30' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 26 4'LED Exit Fixtures Other Equipment: Fridge, Oven, Hood, DW, Micro, LED Mirror, Ducted Minisplit , (6)115Arc (4)120- Combo Breakers Notes: Kitchen Reno, Sercond Floor Addition, Front Porch & Smokes Inspector Signature: X Date: May 1.4, 2025 Sean Devlin Electrical Inspector sean.devlin(cD-town.southold.ny.us 4635NBayviewHouse Town Hall Annex - Tel 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 ' DING DEP TMENT N OF SOUTHOLD SUMAn op�outltold Town OERTIFIC.A►TIO-let Date: Building Permit No. .� Owner: 111LC- L► M.tD0- `�_ CIX7 U12lL (Please Iprint) A= Plumber: (Please print) 1 I certify that the solder used in the water supply system contains less than 2110 0 lead. i i - a Ium tgrlature Sworn to before me this da f 20 oZ 5 Notary Public, fLi&Uty: VICKI L E Notary .E'ublic. St Intaf so -TOWN OF SOUTHOLD -BUILDING DE T. cou�m,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/-REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] -FIREPLACE.& CHIMNEY . [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT-CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S .� 17 nJ 45-cv DATE INSPECTOR Ll - - oF souryOlo �� - # # _ WN OF S.OUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION , [ ] FOUNDATION 1ST/ REBAR [- ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE 1 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-.RESISTANT CONSTRUCTION [_ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ]. RENTAL REMARKS: ��✓�C�� J �^ t,0M M,eLC O'car� ( f -cf DA N et L / _ DATE 29- L, INSPECTOR_ . *OF SOUTho� # # TOWN- OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [XIRO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION, [ ] PRE C/O [ ] RENTAL 2 REMARKS :Hu Wt44 0 ' S (n c � �Pr�-•. m � �D � V DATE Y ' yJ INSPECTOR 'Y M AY 1 4 2025 !i 1 '.! v j �, ! ,�l a "� � V"� ��' "��' �� -� ... �' a �' ' v :E Q I FHB - 7 .zoz5 anthoriy j, musso, architect -:, ajmarchitect@gMail.com Building.Departments huntington, ny- 11743 Town of.southold 10 diamond court tel (631 ) 367-8626 - fax (63:1 ) 3 7-4276 ,. D'ecember'13,2024 Town of Southold Building Department 1 Town Hall , 53095"'M in"Road _ Southold, NY 11971 , 1 Re:Permit No.51383 Issued 11/14/24,4635 North 1.Bayview Rd,Southold ; Dear:Inspector;. j I visited the site on Dec 13,2024 and,observed the porch,pier footings.They were excavated to the 3 ' -foot deptli to-virgin ground condition's.The 12"`diametersonotube's were set in place ready to receive theconcrete.' Any questions please contact my office., , Sincerely, , 'rr 1 Anthony J.: .usso Architect ! at 4 13 ' . ®F Nor+ R i I , - j , anthony j. musso, architect "�w'jn�n ajmarchitect@gmail,com o�v 10 diamond court - huntington, ny, 1 1743 tel, (631 ) 367-8626 - fax (631 ) 367-4276 December 4, 2024 Town of Southold Building Department Town Hall 53095 Main Road Southold, NY 11971 Re: Permit No.51383 Issued 11/14/24,4635 North Bayview Rd, Southold Dear Inspector, I visited the site on Dec 2, 2024 and observed the strapping of the project.The strapping for the addition was installed as per the plans and conforms to the NYS Residential Building Code 2020. Any questions please contact my office. Sincerely, Anthony J. Musso,Architect EU I , DEC t 1 2024 _ 40.33 �^tpA'�a�7CSEt V i f anthony'j, musso,, architect F EB - 2025 ajmarchitect@gmail.com 4 - b 11743 , 10 diamond court huntington, y I° Building De zrt ant tel.:(631 ).367=:8626 = fax (631) 367-4276 Tovtrn of",%Outhoid December 13,2024 Town of Southold Building Department 'Town.Hal( 1 53095 Main Road. Southold,NY 11971 Re: Permit No.51383 Issued 11/14/24,4635 North Bayview.Rd;Southold • s -pear'Inspector, I visited the site on.Dec 13,2024 and`observed the rough framing forthe alteration and the second story addition of the project:The rough.framing was installed as per the plans and conforms to the NYS Residential Building-Code 2020. Any"questions.please contact my office. • Sincerely • Anthony J.Musso,Architect t M r'j f r. , • , C E L V musso, architect .: anthon , Y1 ajmarchiteet@grnall,cOM FEB - 7 2025 10 diamond court - huntington, py ll 743 tsl (631) 367 8626 - fax(-631.) 36�7-4276 # Building Departrnent: Town of Southold ; December 13,2024 - ! Town of Southold Building Department if Town`Hall 53095 Main Road ,'Southold, NY 11971 Re: Permit No:51383'Issue' d 11/14/24,485.North Bayview Rd,'Southold F i , Dear.lns pector, . , . I visited the site on Dec 13,2024 and observed the rough plumbing for the new second floor bath and the repositioning of the kitchen sinkof'the project.The waste piping and the domestic hot and cold . . water were°installed as per the pla►is.and conform"sto the NYS P,Iumbing Code:2020:The waste piping ,, and the-domestic water h'ot and cold water piping we"Iested according to'Section 312 and"no leak' were present. - Any questions,please contact my ofhce ' Sincerely, ; 40 AnthonyJ. Musso,Architect • . . f � 4i13 ' ) , , 1 noanthony j, musso, architect n n ajmarchitect@gmaii.com FEB - 7 2025 010 diamond court - huntington,-ny 11743 130ding Department teL (631 ) 367-8626 - fax (631 ) 367-4276 Town of Southold i i January 13,2025 i Town of Southold Building Department Town Hall 53095 Main Road Southold, NY 11971 Re: Permit No.51383 Issued 11/14/24,4635 North Bayview Rd,Southold i ; Dear Inspector, I visited the site on January 13,2-25 and observed the installation of the insulation and the air sealing on the first,the second story addition and the basement of the project.The insulation was installed as per ' s the plans and conforms to the ECCCNYS 2020 energy code.The joints between studs,the joints between the sheathing and the spaces between the window/doors were air sealed. Any questions please contact.my office. { Sincerely, Anthony J. Musso,Architect ago �4433 y i LATHAM SAND & GRAVEL, INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 November 13,2024 Michael McGurk SCHD ref#: 20-00995 4635 North Bayview Road Southold,NY 11971 Re: Septic system at#4635 North Bayview Road, Southold To Whom it may concern, On November 11, 2020, Latham Sand&Gravel replaced the failing septic system at 4635 North Bayview Road, Southold in accordance with the Suffolk County Health Department's SHIP portal system(ref#20-00995). The existing block system was pumped and abandoned as required. The new system consists of a 1250gallon precast cylindrical septic tank& one leaching pool at 8'dia x 12'deep. The leaching pool is also precast with traffic bearing slabs. The new system is sufficient for a residence with up to 4 total bedrooms in accordance with current health department standards. Attached is the Installer's certification with a drawing of the system component locations. This information is also on file with the SCHD. Respectfully submitted, O%rr NEW c ®.w® s John D. Hocker,P.E: Vice President0770 , I ) I N 0 V 1 3 2024 V _.. . ; ,J Marine Construction•Dredging•Precast Cesspools 9 Gravel•Fill•Topsoil•Excavating and Land Development Record SH1P 2t30995` Add to cart •_w_ Add to collection SHIP Application Record Sfatusi'RegistrationwCarnplaia Record Info Payments Custom Component *Please note that if the subject application has not yet been approved,the'Expiration Date'shown here is a placeholder and does not. reflect any official expiration date. For applications made to the Department of Wastewater Management,please follow this link for application processing history and status: Wastewater Management Application Status Lookup(SST) Work Location Southold,NY 11971* Record Details Licensed Professional: JOHN D HOCKER LATHAMGRAVEL(aYAHOO.COM LATHAM SAND&GRAVEL INC LW-59907 35180 COUNTY ROAD 48 PECONIC,NY,11958 Phone 163173,46,800 } Accela Citizen Access https://aca-prod.acceIa.coWSUFFOLKCO/Cap%CapDetail.aspx?Mod..: WWM Liquid Waste LW-59907 More Details a Related Contacts o Application Information PROPERTY INFO Select Property Type; Commerclal WORK PROPOSED, Septic Tank Installation: Yes Leaching Pools)/Galley(s)Installation: Yes QUESTIONNAIRE Water Supply Type: Private Well Any neighboring properties served by private Yes well within 150 feet?: Will setbacks from the sewage disposal system No- to all neighboring and/or on-site wells remain the same or be Improved?: Does the home have an existing septic tank?: No Is I/A OWTS required by Town/Village/DEC?: No Are you requesting a site consultation with No SCDHS?: REPORT INFO Date of Work: 10/13/2020 1�SeAtiTankt&r / Work Details Comments: Leadiin9,Poolilns a"f3lt ti'�o'�In tall,a 4 t:edroam septic system to reatacc failirta ti[ock cnaats. L. NOV 1 3 2024 +. Z g a Suffolk County Department of Health Services f g Office of Wastewater Management �� I 360 Yaphank Avenue,Suite 2C 3 Yaphank,New York 11980 (631)852-5700 OR HealthWWMQa suffolkcouutyny gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER This certification shalt not be used in lieu of inspections required by personnel of the Department and may be duplicated on the information below. Leave blank any items that are not applicable to the installation company letterhead,Provided it contains Health Department Reference Number: " Suffolk Tax Map#:Dist: d Sects) Blk(s) �� Lot(sJ Project Name or Address: Applicant's Name: C Date of System Installation: —v2 Sketch below the measurements from building I/A OWTS TREATVLENT UNIT corners to the access covers/ports of disposal system, Make and Model: or attach a separate sketch prepared by installer: Rated Daily Treatment Capacity(gallons): Material: [] Concrete []FiberglasdPlastic SEPTIC TAN% Volume( allons): 10- 0 Material: Concrete []Fiberglass/Plastic Shape: [ Rectangular lindrical Top: "Slab raffic Slab []Dome Name of'Tarok Manufacturer: 5c �/c� �sZCns-� DISTRIBUTION LEA CIMVG POOLS(If applicable) Number of Pools Diameter and Effective Depth Dome Top: [] Slab []Traffic Slab [] Name of Precast Manufacturer: } LEACHING POOLSIGALLEFS Total Number of Pools/Galleys Diameter/Dimensions and Effective Depth Top: Slab [] Traffic Slab ome ! i Name of Precast Manufacturer: to '1 rSz C �'�' OTHER LEA.CSING STRUCTURES Make and Model(if applicable): Total Linear Feet of Leaching Structure(s): COVERS AND LID safety device installed if cover weight less than 601bs.) In ed covers complywith current standards(secondary Yes []N/A a described herein,has been installed by me in accordance with the approved plans I h reby certify that the subsurface sewage disposal system, and standards ofthe Suffolk County Department of Health Services;and any and all mechanical/electrical components havebe.en tested and are operational. Date Installer's Signature:Installer's Name: Phone 31 Company Name: - ®• n Company Address: 6 _ Consumer Affairs Liquid Waste License Number and .... enndrsemSn ..o..nniiuv P mimm cariTAIN AN OlGse �T FROM THEINSTMILER ( W+ j .a.r v 1, / 1 'w 8 4tiye� t �.. .t, •, r�-''y�y Fys'�') ' .-:,""'� NON Y ` { el cm f Sir, ,L W � � d�7 ONE STORY FRAMEDUVELUNG 1p ti r O It o a +7 MEMO . f i • 1 Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthWWM@a snffolkcountynY.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABANDONMENT Health Department Reference Number: C5?0 - - Suffolk Tax Map*:Dist: boo Sects) Blk(s),�� Lots) Project Name or Address: LO S nOrM_"S9 i 14(2'A .z> SubdivisionName&L(oty# L Applicant Name- ( �/I C' ) P j I HEREBY CERTIFY THAT: 1. The first septic tank/leaching pool,from the foundation,was located and uncovered,AND 2: If liquid sewage was noted therein,was pumped dry by a licensed sewage hauler,AND 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. overflow pool(s) was/were located, uncovered and items#2 and#3 were repeated until all parts of sanitary system were`located,AND S. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of. First tank/pool & feet diameter 6, feet deep( )precast 016lock ( )other First overflow-pool, feet diameter+ffeetdeep( )precast (pffilock ( )other Next overflow pool feet diameter fit deep( )precast ( )block ( )other Next overflow pool feet diameter feet deep( )precast ( )block O other Company which pumped out sanitary system if different from certifying company: Name of Company: Address: S oZan Consumer Affairs License Number. !Contractor Signature: AZ Date Print Name/Company / Phone 3 Address: 6 k ~Consumer Affairs License Number. This certification shall not be used in lien of inspections requited by personnel of the I lepartment and may be duplicated on company letterhead,provided it contains the above pjfo " a`IioW24 PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED ra••Yh�T'•'h 0 FIELD INSPECTION REPORT DATE COMMENTS o FOUNDATION (1ST) — - -- --------------------------------- FOUNDATION (2ND) Q O y ROUGH FRAMING& PLUMBING 1 INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENT (� np . I"7 l 0 (i 2 ` o . r a e ite, _�n I nsu.l. -6avc. oVtn � - f N- Z� ,�i v s — y f/'t x b - z x d b TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hMs://"w.southoldtoumn•. ov Date Received APPLICATION FOR BUILDING PERMIT D �j LY For Office Use Only PERMITNO. 5/ Building inspector: SEP — 6 2024 Building Department s$ , Town ®f Southold Date: Name Michael and Linda McGurk - SC,TM#1000- ?_� Project Address: 4635 North Bayview Road, Southold,, NY Phone#: 516-987-1620 Email: lindamcgurkl 960@gmail.com Mailing Address: 4635 North_ Bayview Road Southld NY ...,z, ..�. VIKA`_IT N. �+§ 'a�. ,.8 'J$- ^��� $� .,4~ $ o-.,b4. fig~ WA Name:Linda or Michael McGurk Mailing Address: 3646 Collector Lane, Bethpage. NY 11714 Phone#: 516-987-1620 Email: lindamcgurkl.}960@omail.co Name: Anthony. MUSSO.._..n....�..n....�.,....M,......._...,....M........�.,.....w....._ ,.._. :..., Mailing Address: 10 Diamond Ct., Huntington,NY 11,743 Phone#K631-367-8626 Email aJ111afChlteCt@gmail..com.vu R a t r. -0 1 - Name: Jas-Mar Construction Building Construction Mailing Address: P.O. BOX 481,-Southold,wNY�11971 Phone#:631-433- 2146 E maiVl: ias- ma'l r0@aol.com - . a.. .._SRI y d .�__...�._. 11 MeM NA �.. El New Structure HAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 gpmsh NMI Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ...u.,__..--...-. .•..___.'%.u "'_..vM.,,. M.,—M—,.Y....,,.,-- ,—FM„—..—_...--_— _ this property? ❑Yes B No IF YES,PROVIDE A COPY. Application Submitted y p int name):L. .1,''Ie (if"L ❑Authorized Agent er Signature of Applicant-• Y,.?' y, _ .y Y, �41F � • ._ Date: 4 STATE OF NEW YORK) SS: C1OU,NTY OF L_ f&s— Am fflc(�L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 r day Notary Pu lic OLIVIA ANNE TYBURSKI NOTARY PUBLIC-STATE OF NEW Y RK No.01TY6441910 PROPERTY OWNER AUTHORIZATIONQualified in Nassau County (Where the applicant is not the owner) My Commission Expires 10-03-20 C 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 j o��SU�FOt�-�O BUILDING DEPARTMENT- Electrical Inspector �� Gy TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 o4%� ao� Telephone (631) 765-1802 - FAX (631) 765-9502. ia mesh(a southoldtownny.gov - seand(oDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �o f4 z L '�v Electrician's Name: , License No.: 3Itf1 91 Elec. email: toP- Elec. Phone No: ❑I request an email copy o ertificate of Compliance Elec. Address.: �,, �/ G,,,_ �,, 1141- 195� JOB SITE INFORMATION (All Information Required) Name: Address: ` Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): F777are Footage: / Circle All That Apply: Is job ready for inspection?: YES NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION / I 45- 255- P4 d I IS V--e_ c. I D9 1 bZ. C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD e Town Hall Annex - 54375 Main Road - PO Box 1179 I v' Southold, New York 11971-0959 4,� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(aD-southoldtownny.gov — seand(cr-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1- S—,�2-j Company Name: �o r4 z Electrician's Name: o , ` License No.: Elec. email• Elec. Phone No: ❑I request an email copy otodertificate of Compliance Elec. Address.: 6) /.I- , ' � � JOB SITE INFORMATION (All Information Required) Name: G �G �& Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: / Circle All That Apply: r /ASP Is job ready for inspection?: YES NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES RINO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 F H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION /11S 2,5 P4 d I--15 )r-C_ C.--tv 109 ! (P 2— 4�- PERMIT#. Address: , Switches Outlets��� JI/l I/A'1 • , GFI's Surface.. ,Sconces f , 1 H H's o rr� JAI UC Lts .2Q Fridge HW POOL Panel Fans= Mini Fr. W/D . Pump Exhaust Ovei Sump Heater. Trnsfmr Smokes r ' DWI Generator Salt Gen. • Carbon! -Micro GrbDis Water Bond Lights .Heat Pucks ERV HOT TUB/SPA Inst-Hot DeHum Transfer Disc Combo Cook-top-,. Minispl.it,� Blower I . . AC AH Hood Blower Service Amps . Have Used Sub Amps Have Used Comments 17/1 1.Copyright 2024,Alphonse Peace Jr.,Co.,Inc.Land Surveying,Ali Rights Reserved. 2 Unauthorized alteration or addition to a survey map bearing a licensed land surveyors seal Is a violation of section 7209,sub-division 2,of , the New York State Education Law. 3.Only boundary survey maps with the surveyors embossed seal are genuine true and correct copies of the surveyors original work and opinion. 4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to the lending Institution listed on this boundary survey map. ^ 5.The cerlificathms herein are not transferable. 6.The location of underground Improvements or encroachments are not always known and often must be estimated.If any underground Improvements or encroachments efdst or are shown,the Improvements or encroachments are not covered by this certificate. 7.The offsets or dimensions shown from the foundation to the property Enos are for specific purpose and use and therefore are not Intended to guide the erection of fences,retaining walls,pools.planing areas,addition to sta nures and any other construction. � ' I E fi 11 0 A D1Os, io � 2Fr p 00 O 2 vt Cn j J z C 0 - PAVER WALK LIT 0.5'N PLANTER CONC. 4.3'S r-m 2.2 - -r-rn-ri--rrrrn"I- rrrrrrrm-rrr GATE GATE 1 60.4' GARAGE � -• - -rt 4'HIGH PVC FENCE 9.9 A ONE STORY N� m FRAME Lai DWELLING 13.0' D I tt 1 I e C) 42.2' W ROOF ZLrJJJJJJJJJJ4j73' J OVER DECK r L3� M m Z - � n \ 0 O +� I a, N+ 0.6'S 40.1' 17.4'= 2.0'N I� < 9 = IN GROUND fD x ®o m POOL o0 0 Z boo �0 - ...._ 17.4' "' z _ m o M� T O N z � m 0.2'S m 0�,,'NVS �6<2, �qjs 9�ja6'HI�PVCCE o 22.91 ' oR 1.8'N c 0.9 W C NOTES: -Non-visible easements,recorded or unrecorded are not shown. -Underground foundations or substructures not visible are not shown. SURVEY FOR UPDATE: 4635 NORTH BAYVIEW ROAD,SOUTHOLD �g pSPpf Jr. TOWN OF SOUTHOLD p4IIn8 piN SUFFOLK COUNTY,NEW YORK rafrssiaual RuuD 11burveUvr MAP OF DESCRIBED PROPERTY N.Y.S.Lie.No.046365 DIST.:1000 SEC.:70 BLOCK:3 LOT:16 SURVEY DATE:MARCH 8,2024 JOB:24-078 5 CIRCLEDALE LANE HOLBROOK,NEW YORK 11741 ®'20' 718-486-5408 631-585-5317 Generated by REScheck-Web Software Compliance Certificate Project McGurk renovation and addition Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition 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: 4635 N Bayview Rd Michael McGurk Anthony Musso Southold, New York 11971 4635 Bayview Rd Anthony J. Musso,Architect Southold, New York 11971 10 Diamond Court 5167329306 HUNTINGTON, NY 11743 mcgmike817@gmail.com 5166060136 ajmarchitect@gmaii.com Compliance: Passes using UIA trade-off Compliance: 8.7%Better Than Code Maximum UA: 207 Your UA: 189 Maximum SHGC: 0.40 Your SHGC: 0.29 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. 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 555 49.0 0.0 0.026 0.026 14 14 Ceiling 1: Cathedral Ceiling 756 49.0 0.0 0.022 0.026 17 20 Wall: Wood Frame, 16"o.c. 1,040 15.0 6.0 0.050 0.060 39 47 Door 1: Solid Door(under 50%glazing) 20 0.320 0.320 6 6 Door: Glass Door(over 50%glazing) 24 0.270 0.320 6 8 SHGC: 0.30 Window 1:Wood Frame 69 0.320 0.320 22 22 SHGC: 0.28 Window:Wood Frame 147 0.270 0.320 40 47 SHGC: 0.30 Wall 1: Wood Frame, 16" o.c. 496 11.0 6.0 0.057 0.060 28 30 Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Prop. Perimeter Wall 2:Wood Frame, 16" o.c. 154 15.0 0.0 0.077 0.060 12 9 Wall 3: Wood Frame, 16" o.c. 70 15.0 0.0 0.077 0.060 5 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Versi n/: REScheck-Web and to comply with the mandatory re 'rem s li d in the REScheck Inspection Checklist. i7 �J�7 � 4f�dl/ o z7 2 y Name-Title Si ture Date Project Notes: Q"9b% EIS 4 Second story addition with renovations of the first floor iv�'i '�P + '1400 �+ Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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�Verifieii # Pre-Inspection/Plan Review• Complies?' Comments/Assumptions & Req.ID Value Value 103.1, `Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the r f ;building envelope.Thermal ❑Not Observable v !envelope represented on ❑Not Applicable !construction documents. ; 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ! (Systems serving multiple -]Not Applicable ;dwelling units must demonstrate , !compliance with the IECC :Commercial Provisions. , 302.1 . Heating and cooling equipment is; Heating: Heating: ;❑Complies ; 403.7 :sized per ACCA Manual S based ! Btu/hr Btu/hr ;❑Does Not (PR2]z� #on loads calculated per ACCA ! Cooling: Cooling: ! :[]Not Observable , Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. ii � � , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium impact(Tier 2) 3- Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies?' Comments/Assumptions &Req.ID 303 2.1 iA protective covering is installed to ;❑Complies [F011]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below I grade. E❑Not Observable; ❑Not Applicable 403.9 Snow-and ice-melting system controls tlComplies [F012]2 installed. ;❑Does Not ;❑Not Observable' } ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 4 of10 Section plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not :table for values. [FRll1 I I ,❑Not Observable I ; ;❑Not Applicable ; 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, 402.5 � ;❑Not Observable , [FR2]1 I ; ;❑Not Applicable ,J ; 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not !with the NFRC test procedure or J !taken from the default table. ❑Not Observable 1EINot Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 I installed per manufacturer's ❑Does Not v ;instructions. ❑Not Observable I , ❑Not Applicable 402.4.3 i Fenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not U IAAMA/WDMA/CSA 101/I.S.2/A440 ,or has infiltration rates per NFRC ❑Not Observable ,400 that do not exceed code ❑Not Applicable !limits. , 402.4.5 j IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm I leakage at 75 Pa. ❑Not Observable 10Not Applicable 1 ly and =return R-8 here duct is ❑Complies [R12] :insulated >= 3 inches in diameter and >_ ❑Does Not V IR-6 where< 3 inches.Supply and []Not Observable ; !return ducts in other portions of ❑Not Applicable jthe building insulated >= R-6 for Idiameter>= 3 inches and R-4.2 ; 'for< 3 inches in diameter. I 403.3.2 ;Ducts,air handlers and filter ❑Complies [FR13]1 !boxes are sealed with ❑Does Not !joints/seams compliant with International Mechanical Code or!international Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 10-1 []Not Observable ; } ❑Not Applicable 403.4 ,HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids j ;❑Does Not ,A) below 55°F are insulated to >_R- 3 ; ;❑Not Observable { ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 )piping. ❑Does Not U 1 ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >_R-3. :❑Does Not IBJ ; ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 ;Automatic or gravity dampers are ❑Complies [FR19]2 i installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 6 of10 Section ans Verified Field Verified # Insulation Insp COMM & Req.ID Pl ection Value Value ies? Comments/Assumptions 303.1 All installed insulation is labeled ❑Complies [IN13]2 for the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 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 1/2 of the ❑ Wood ;.❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ; [IN3]1 ;exterior,the exterior insulation Mass ;❑ Mass ;❑Not Observable :requirement applies(FR10). ;❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per ,❑Complies ; [IN4]1 ;manufacturer's instructions. ❑Does Not 1 . ; ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I Wood ❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable ; 402.2.6 [FI1]1 I ;❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. ❑Not Observable IE]Not Applicable 402.2.3 ,Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. 3 ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R-_ ;❑Complies [FI3]1 !insulation >_R-value of the ;❑Does Not !adjacent assembly. pNot Observable , ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 :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 ; [FI27]1 :determine air leakage with ! ft2 ft2 ❑Does Not ;either: Rough-in test:Total '❑Not Observable ;leakage measured with a ; ; pressure differential of 0.1 inch ; ;❑Not Applicable ; w.g. across the system including :the manufacturer's air handler !enclosure if installed at time of ! ;test. Postconstruction test:Total leakage measured with a !pressure differential of 0.1 inch ! ;w.g. across the entire system "including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ; [FI4]1 cfm/100 ft2 across the system or ! ft2 ! ft2 ;❑Does Not <=3 cfm/100 ft2 without air ! handler @ 25 Pa. For rough-in ; UNot Observable (tests,verification may need to ; ;❑Not Applicable ; occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated IE]Complies [FI24]1 !by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1 1 Programmable thermostats ❑Complies ; [FI9]2 l installed for control of primary IE]Does Not !heating and cooling systems and initially set by manufacturer to ❑Not Observable ; ;code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed �❑Complies ° [F[10]2 !on heat pumps. ❑Does Not ! ❑Not Observable IE]Not Applicable 403.5.1 #Circulating service hot water ❑Complies [FI11]2 (systems have automatic or ❑Does Not 3 accessible manual controls. ❑Not Observable ; y ❑Not Applicable 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 8 of10 Section Plans'Verified Field Verified #. Final.Inspection Provisions Value Value Complies? Comments/Assumptions & I2eq.ID. 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 Ifans not part of tested and listed ❑Does Not I HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable ; 11403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 ,through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable j temperature. 403.5.1.1 Heated water circulation systems ❑Complies ; [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ; return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for ; circulating hot water system ; pumps start the pump with signal for hot water demand within the ; !occupancy.Controls automatically turn off the pump when water is in circulation loop ; is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ; ❑Complies ; [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the i piping. ; 403.5.2 )Demand recirculation water ❑Complies ; [FI30]2 (systems have controls that ❑Does Not manage operation of the pump 1j and limit the temperature of the ❑Not Observable ; {water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side j pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for ; individual units connected to three or more showers. 404.1 ;90%or more of permanent ❑Complies ; [FI6]' !fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ; [FI23]3 no continuous pilot light. IE]Does Not ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. JE]Complies ; [FI7]2 ❑Does Not ❑Not Observable } ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: McGurk renovation and addition Report date: 04/10/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating . Window 0.27 0.30 Door 0.27 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 1 GENERAL NOTES Exterior Doors and Windows General Reaulrement I. The new exterior doorshall be Andersen Frenchwood Gliding Patio Door,white exterior clad, white interior finish unit.The hardware shall be white and the screens to be TruScene insect (,/L 1. Do Nate scale drawings. screens.The glazing shall be Low E4 with Heatblock Ur=0.27 and SHGC=0.30.The windows 2. All construction work shall conform to the 2020 New York Residential Code.All construction shall shall be Andersen Casement,Awning/Picture or Tilt and Turn,white exterior clad and white conform to the 2020 New York Energy Code. Interior frnish units.The hardware shall be white and the screens to be TruScene Insect screens. 3. All electrical work shall conform to the NATIONAL ELECTRICAL CODE. The glazing shall be LowE4 with Heatblock Ut=0.27 and SHGC=0.30. 4. The builder shall obtain and pay for all certifications and testing. S. The builder shall visit the project prior to the start of work. Examine the plans and verify all Finishes existing conditions and dimensions.Any discrepancies shall be reported to the Architect prior to the start of work. 1. The walls and ceilings shall be/:"gypsum board.Tape and spackle three coats. 6. The builder and his subcontractors shall be licensed to perform work on this project. 2. The interior walls and ceilings shall be inspected after spackling for any imperfections.Repair any Z The subcontractors are fully responsible for all methods of construction and adhere to al!safety Imperfections then prime with Ben Moore latex primer. standards and regulations as dictated by O.S.H.A. 3. Paint the walls with two coats Ben Moore eggshell finish latex paint.The ceiling shall receive two 8. The contractors shall remove all rubbish and debris resulting from the work.The site shall be coats Ben Moore two coats flat finish latex paint.Colors shall be selected by Owner.All trim shall kept broom clean at the end of the work day. be prepped for finish by sanding and filling nail holes.Apply Ben Moore latex primer and two 9. The builder shall arrange for all inspections and testing as required. coats Ben Moore semi gloss finish latex paint, 10. The builder shall obtain,for the Owner,-the electrical Underwriters Certificate and the Certificate 4. The bathroom and laundry floors and walls tile shall be thin set as per the instructions and _ of Occupancy. recommendations of the Schulter System. - 21.AnthonyJ.Musso,Architect is not responsible for the administration,supervis!on,management, methods of construction,or inspections of this project Code Compliance Notes Site Work 1. A final survey must be submitted at completion of the project. 2. Electrical Underwriters Certificate must be submitted at the completion of the project. 1 1. The builder shall take care in protecting the existing landscape material and plantings during the 3. Drilling and notching of exterior wall and bearing partitions shall comply with the figure f construction. i R602.61 and figure R602.6(2).Drillin and notching o to late shall comply with figure ! 1(1 f9g 9 f P p p Y f9 2. Remove existing siding,sections of roofing,windows and doors In areas to be renovated,Interior R602.6.1. ` partitions,cabinetry,and finishes o areas to be renovated,staircase to attic. 4. The maximum water consumption ow rate and quantities or all lumbin fixtures and fixture f f P flow 4 f P gf f 3. -Remove rontconcrete arch. ..... ---------- - ... -........... i p fittings shall be In accordance with Table P2701.1 _ ! 4. Cut and remove the existing stone section of the wall to accept the new windows.Save the stone S. All potable water openings shall be protected by on air gap,atmospheric-type vacuum breaker, L�T c�/2`�. `7/� /4-5, for new porch addition. pressure type vacuum breaker or hose connection backf/ow preventer. - �_ ___.__ - J 6. Separate shut off valves will be provided for laundry. --- ---- y T -------------------.--------- -.-----------.....__ 7. Drain,waste and vent piping material shall comply with table P3002.1(1)and table P3002.1(2). � - • - ___. _.__-__ ..._...._._______ . _._____. __.._..- _. i ; Masonry Work 8. Building sewer piping and fittings material shall comply with P3002.1(1). 9. The new plumbing system shall be tested in accordance with section P2508. -- -_ - 1. The 2"thick stone veneer applied to the front porch shall be as shown on the drawings and - - -_ --- _ _ •91.��/T'f//� . . . C4.7�r' �3/1�,��' match the existing stone.The stone shall be selected by the owner and shall be a thin set on Energy Code Notes %n - -". -.✓�?�-�•__-.-. -___-_/:`� -` __��,l,��, ,�i�/�%//'�Jl foundation wall of the porch.The stone veneer of the chimney shall be a thin set on 5/8"cement 1. Construction drawings and document sufficiently demonstrate Energy - board underiayment.The surface for the stone shall be prepared with a galvanized wire mesh g ff Y gy Code compliance. - - 2. Construction drawings and documents sufficiently and cement brown coat.The stone shall be set with an acrylic thlnset mortar,Joints flied with on 9 ff ' Y demonstrate Energy Code compliance for acrylic mortar. lighting and mechanical systems. 7 - ---. • - 3. Fenestration that is not site built Is listed and labeled as meeting AAMA/WDMA/CSA Concrete Work 101/1S.2/A440 or has infiltration rates per NFRC400 that does not exceed code limits. 1. The ront orch footings shall be 3500 psi concrete,22"diameter lei ootin s a minimum o 3 4. The U factor of fenestration products are determined in accordance with the NFRC test -- f P f g A p f 9 f fit �below grade.They shall rest on undisturbed soil. procedure or taken from default tables. 5. Wall and ceiling insulation is labeled for the R-values. Carpentry Work - 6. Wall and ceiling insulation is installed per manufacturer's instruction. , 7. The HVACsystem shall be evaluated based on the results of the Manual J report.An analysis of 's 1. All lumber in contact with the masonry shall be ACQ pressure treated. the system shall be per the ACCA Manual S,based on the loads per the ACCA - 2. Sill shall be bolted to the existing framing with 5/8"did galvanized lag bolts with 3"galvanized Manual J or approved method. (� ^w washer a max.of 32"cc and a max of 12"from ends. 8. the ventilation system shall be a whole house ERV system with exhaust diffusers in bathrooms 3. All lumber shall be fully seasoned and stamped as per species and grade.The minimum and kitchen,supply diffusers in living spaces and bedrooms. allowable fiber stress of 1250 psi In bending.All framing material shall be dougtas fir#2 or 9. IC-rated recessed lighting fixture,sealed at housing/interior finish and labeled to indicate less better. than or=ZO CFM leakage @75 Pa. 4. The engineered material shall be LPi or an approved equal. 10.All joints and seams of air ducts,air handlers,filter boxes are sealed. S. The exterior wall sheathing shall be 1%"R-Sheathing with an R 6 value.All joints shall be sealed 11. Building cavities are not used as ducts orplenums. with firestop foam and sealed with ZIP tape. 12. Automatic or gravity dampers are installed on all outdoor air intake and exhausts. 6. All nailing connections shall and details shaliconform to the 2020 NYS Residential Code. 13. The structure envelope tightness shall be verified by a blower door test result at 3ACH @50Pa. 7. All metal connectors shall be with galvanized connectors manufactured by Simpson. 14. Manufacturer manuals for mechanical and water heating systems will be provided. 8. All laminated girders shall be manufactured b LPl ore equal and have a bending stress o 2950 15. Compliance certi rcate or erformonce shall be posted - 9 f Y q 9 f p f f p P AYIII, PSi.The installation of the members shalt be in accordance with the recommendations of 16. 75%of lamps in permanent fixtures or 75%of permanent fixtures have high efficacy lamps. manufacturer's details.. 1 Z Programmable thermostats installed for control of primary heating and cooling systems and - 9. Provide bridging between joists In spans greater than 8. Initially set by manufacturer to code specifications. a r it 18. Ducts are pressure tested to determine air leakage. f �2 Jed Ag mal and Moisture Protection 19. Duct tightness test to be less than or=4 cfm/100 ftz across the system. 20. Hot water piping to have R3 Insulation. 1. Provide a 30 year fiberglass asphalt roofing shingle on the new structure,Class A fire rating, 21. The duct insulation shall be protected. ASTM D3018 Type 1,GAF Timberline or approved equal.Color to match the existing. 22. HVAC plping to have R3 insulation. 2. The exterior siding shall be Hardie prefrnished smooth Plank Lap Siding and Hardie Board and 23.Supply and return ductwork shall have R8 insulation. Batten. The lop siding shall be installed with a 7"exposure and installed as per the 24.Air and thermal barrier Installed per manufacturer instructions. `J t manufacturer's recommendations.The color shall be selected by the Owner. 25. Vented attic with permeable insulation to Include baffle adjacent to soffit and eave vent that L 3. The rain screen shall be Ben Obdyke HydroGap SA Installed as per the manufacturer's extend over Insulation. recommendations. r` ' 4. Provide Ben Obdyke Hydrofiash tape,tape all joints. To the best of my knowledge,belief and professional judgement,these plans and specification are in ` S S. Provide Ben Obdyke Hydrof/ash tape(or equal)around all exterior door and window opening compliance with the 2020 New York State Energy code. 1 mounting flanges. Sign Date 6. The vapor membrane on the existing sheathing shall be Ben Obdyke Flat Wrap. { Z Provide kroft faced butt Insulation,sizes and R values as Indicted on plans. S. All insulation shall be installed as per manufacturers installation instructions,the batt insulation 'R shall be labeled with the R value. 9. Provide aluminum seamless 5"ogee gutters and 3"dia.leaders. AP P ® ED AS NOTED - �',� 'M FEE BY pLUMBIN Al L.PLUMBINd WASTE �� I � � � .� F• � m NOTI UILDING DEPARTMENT AT �WATER LINES NEED � 631 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: TI=STIP;G BEFORE COV.a FANG 1. FOUNDATION-TWO RECJ1 ill?ED i. FOR POURED CONCRETE 9T 3' 2, ROUGH-FRAMING& PLUiv13!NG 3. INSULATION 4, FINAL-CONSTRUCTION MUST PLUMBER CERTIFICATIOr BE COMPLETE FOR C.O. ON LEAD CONTENT B&0O - ALL CONSTRUCTION SHALL MEET THE CERTIFICATE OF OCCUPA(v ,, REQUIREMENTS OF THE CODES OF NEW 8 YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN WNATEF DESIGN OR CONSTRUCTON ERRORS SUPPLYSYSTEM CANNC •4,�,/ _ . - /1,- O EXCEED 2110 OF 1% LEA ' COMPLY WiTH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF Blower door ��,,� 1 and ductwork ►� ;� .-� � � /SE OWN ZBA � .' • • 04M'N PLANNING BOA30 testing required. i N OV 1 2 2024 SOUTHONiN TRUSTEES � �+ • . , _PC Must provide Manualsto v M D, J and S as per NYS Energy Code O U AMC OIL All eXteriOr lin --------------- --------- �� ...--- --- _--fly-------�----------___... \ ` USE IS UNLAWFUL hting installed, replaced or / , -� - repaired shall conform -� -•,�.-; xM��� �-�=�� �� �� .V FIOUT CERTIFICr to Chapter172 OCC1IPnr"!��r of the Town Code 9 6� r ELECTRICAL ItiISiaECiTiON REQUIRE® W 1 k .I.-. ..✓/f/ /✓ il..++f`.'� •l'�l/ 1 Pi (I - 1 { 1 II .II 'q 11 I 1 71 i I : 2•0 ! 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Xff///� MOD.TO 2DPSF 3o MPH NA NA NA B SEVERE 3 FT HEAVY zo F YES NO 3s2 52.70F .� /3 -W6iYTC 35 X_Z; ��G-a - - _ - Wood structural panels,subt loon,roof and interior wall sheathing to framing and �' i FASTENING SCHEDULE partica►board wail sheathing to framing "'; I _ .----:--T1x��lG�f@ 7�0 ` ._ ��rN r0 R �T �`3 ROOF (see table R602.3 3 or wood structural panel exterior wall sheathin to wall framing) _I- c �, 7 Item Description Number and p f type Spacing of Fasteners ' Item Description of building element 1 Number and type Spacing and location - Building elements of fastener Edges intermediate support of fastener 30 8"-1 2' 6d common nafl(subfloor,wall) 6" 12" 1 Blocking between ceiling Joist 4-8d box:or Toe Hall 8d common nail(roof) 6" 12"or rafterto top plate 3 8d common:or 31 19 32 1 8d common nail 1 3-10d box:or 32 11 8'-13G" 10d common Hall;or 6" 12" f 3-3"x 0.131"nails I Sd deformed nail 1 1 ._._ •- Other wall sheathin- �? �: St ' ? � '• ! •`' '� 1 ��` r � � / ' 2 Ceiling joist to top plate 4-8d box:or i Per joist,toe Hall ' I 33 X"structural f ;3-8d common:or ! 1 cellulosic fiberbd 1 X"galvanized roofing nail;or 3" 6" ' f f 3-10d box:or sheathing 7/16 head did,or 1 crown 3-3"x 0.131"nails Staple 16 ga,1'/<"long r 1 •+ jY.'F 3 i Ceiling joist not attached to 4-10d box,or .1 Face nail 34 25/32"structural 1%"galvanized roofing nail;or 3" 6" f I parallel rafter,laps over partition 13-16 common,or i cellulosic fiberbd 7/16"head did,or 1"crown rl i 1 3-3"x 0.131"nails_ sheathing staple 16 ga,1%"long x X 11 4 Ceiltn Dist attached to parallel 1 Table R802.5.19 Face nail 35 �4 sum board 1.4 galvanized roofing nail;or 7 7 rafter heel omt sheathing staple galvanized,I long,or 9f p ( ) gypsum 9 f g Illy ft ( j ) g P 9 9J Collar tie to rafter,face nail or 4-10d box,or i Face nail each rafter 3'/<"screws,type W or --- r - _ _ 1 1*."x 20 go ridge strap to rafter ?3-10d common;or i 36 5/8"gypsum board 1%"galvanized roofing nail,or 7" 7" i 4-3"x 0.131"nails staple galvanized,15 8"Ion 6 Rafter or truss to plate 3-16d box,or 2 toe nails on one side 1/< screws,Type W or 3-10d common;or and 1 toe nail on q J Wood structural panels,combination sub oor under/a ment to framing I 1 p fl Y f 9 `4-10d box,or opposite side of each 37 / and less 6d deformed nail,or 6" 12" !{ /3 °J/'i7y'`�/> �� ✓��� I I 4-3"x 0.131"nails rafter or truss 8d common nail t / ' ' n �.rr�/f�� 1 7 I Roof rafter to ridge,valley or 4-16d,or Toe nail i 38 7/8"-1" 8d common nail,or 6" 12" �- r ------— / ?7,�� e`x�f� r?!L - j hip rafter or roof rafter to min. r 3-20d common;or i 8d deformed nail _ J '`�" 2"ridge beam 4-10d box;or 39 13/8"-1�" 10d common nail;or 6" 12" i 4-3"x 0.131"nails # 8d deformed nail 3-16d box;or End nail *Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used 2-16d common;or for framing and sheathing connections shall have minimum average bending yield strength as ✓---�- { 3-10d box;or shown:8o ksi for shank diameter of 0.192 inches(20 d common nail),90 ksi for shank diameter 3-3 offs larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi forshakn diameter of 0.142 inch or less. WALL *Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 8 Stud to stud _ 16d common 24"o.c.face nail inches or greater (not at braced wall panel) 10d box;or 16"o.c.face nail *Four foot by eight foot or 4 foot x 9 foot panels shall be applied vertically. 3"x 0.131"nails ---••- - - --- --- ---- *Spacing of fasteners not Included In this table shall be based on Table R602.3(2) 9 Stud to stud and abutting studs 16d box,or 12"o.c.face nail * shag be spaced 6 Inches on - Nails for attaching pane roof sheathing to Intermediate supports s a p at intersecting wall corners 3"x 0.131"nails center from the minimum 48 inch distance from the ridges,eaves and gable end walls,and 4 1 (at braced wall panels) 16d common Ir o.c.face nail Inches on center to gable end wall framing. - _ — - 10 Built up header 16 d common 16"o.c.each edge ,� - Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA - -- r ��2 ��L Uq/,�� (2"to 2"header with spacer) ;face nail 253.Fiberboard sheathing shall conform to ASTM C208. ^'� a %11rr3�rlG r/,C / J�/ l/— 16d box 12"o.c.each edge —� *Spacing ff 9 9 pp Y • ; Spacin o asteners on floor sheathing panel edges applies to pane!edge supported b 1 framing 4 g f p Y Spacing f f - ' ace Hart E _- ramin members and required blocking and at floor perimeters only.S acin o fasteners onIle ` Q 11 I Continuous header to stud 5-8d box,or Toe nail J roof sheathing panel edges applies to panel edge supported by framing members and required - _...____ _ -- - - - ' �/4� /1 r' / '� /y�"✓Y.��'=%?/2•S�!_-"/J//,'/h i fi ( 4-8dcommon,or ! I blocking.Blockingo roof orfloor sheathing panel edges perpendicular to the framing members i ��� n Q T //r/y'% �i --- ' i•, i 1�r 1 ffi 1i • need not be ravrde exce ids re uired b other rovisions o this code.Floor ermfter shall be -��•1 ____• •. "- � ____. -"-- " � � Q/� `'-• - --�. �}II) � -� STJ�-•w /G �'G.�C'/� � �/��-�G' _.- 4-10d box ; ? -- "�5W ZC cc�iYHE�7 !ter/o/�C>�'� �/y�if�. r� _ .. p p q Y p f p 12 i Top plate to top plate 116d common 16"o.c.face nail supported by framing members or solid blacking. i 10d box;or 12"o.c.face nag ;. *Where a rafteris fastened to an ad scent aralleI ceilin joist in accordance with this schedule, _ '3 x 0.131 nails _ d _ !------ provide two toe nails on one side of the rafter and toe nails from the ceiling jafst to the top plate I of applicable Face nail on each side 13 +. Double to late splice for SDCs ,n pp J k IF i p p in accordance with this schedule.The toe nail on opposite side of the rafter shall not be 111 _ t', I A-D2 with seismic.brace wall fine of end joint(minimum required I ' „ q _ ! spacing<25 '24 lap splice length i _ i lU Double top plate splice SDCs D0, 12-16d ;each side o end Dint) TABLE R602.3(3)Requirements for wood structural pone!wall sheathing used _ w ©��/ r�/� D2,or D2;and brace wall line to resist wind pressure r�� �L�'� ` ' i Spacing>25' -- - >, `' __ _.___ l x "G{ 9__. Minimum nail Minimum Minimu Maximu Panel nail spacing Ultimate design __ /// 14 Bottom plate to joist,rim joist 16d common !16"o.c.face nail _.,_- Size entratton wood nominal wall Edges Field wind speed — -- �- band Joist blocking(not at braced j 16d box;or 12"o.c.face nail ,L %y/ ' - inches structural panel spacing !n.o.c. in.o.c. ____..____.__. ' r i .. ' wall panels) t 3"x 0.131'nails _•_______ .—. _ .__...... ._-. span category Bottom plate to joist,rim joist 13-16d box;or 3 each 16"oc face nail ------ 6d 1.5" 24/0 3/8" 16" 6" 12" 140 O. ., X )h°�//�1�' ���'I _ + band joist or blocking(at braced j 2-16d common;or 2 each 16"oc face nail 7,� comma r __. - /r,, t wall panels) 14-3"x 0.131"nails i 4 each 16"oc face nail 1 " .J " - 16 Top or bottom plate to stud 14-8d box;or t Toe Hai! 8d 1.75 24/16 7/16 26 6 12 170 - I comma 24„ 6,J 12-� 140d ! 3-16d box;or ! 4-8d common,or l t Panel strength axis parallel or perpendicular to support.Three-ply plywood sheathing with • ' -- f � � I � - S. /fix rr�F,'/.'�-r�f°'` j-7°? I 4-16d box;or studs spaced more than 16"on centersholl be applied with panel strength axis perpendicular to 4-3"x 0.131"nails r- supports. 3-16d box;or i End Hall *Table 1s based on wind pressures acting toward and away from the building surface in2-16d common;common,or accordance with Section R301.2.Lateral bracing requirements shall be in accordance with 3-10d box;or Section R602.10. 3-3"x0.131"nails i - i._-�� X���� -T�!'�..g/��-KIT/•�/fY:•� 1 71 ------- -- *Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an 17 Top plate,laps at corners 3-10d box,or Face nail alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c.or 24 o.c.shall be and intersections 2-16d common;or.. permitted as an alternate to panels with a 24/16 span rating.Wall-16 and Plywood siding 16 3-3"x 0.131"nails o.c.shall be used with studs spaced not more than 16 Inches on center. 28 1"bracing to each stud and plate 3-8d box;or Face nail 2-8 common;or TABLE R802.5.1(9)Rafter/Ceiling joist heel connections - 2-10d box Required number of 16d common 19 1"x 6"sheathing to each bearing not used Nails per heel Joint connection 7 X �'` Y 20 1"x 8"and wider sheathing to not used IX rr �/p/`/-`� /' ... . s each bearing TABLE R602.7.5 ....... _ -_--- ---- v FLOOR Minimum number of full 1 21 Joist to sill,top plate girder-- 4-8d box;or Toe nail height studs at each end of ',��• r -M1 E, '!il` `/ 4?f"f'i�� f{y�Y% ��'S,C' J $; 3-Sd common or /� YLC. ._.. /-� headers in exterior wall -_- _ ,_._,_,_-___, - - , 3-10d box;or Header stud spacing - -f _:. _- — " I �l�//f O'er 3-3 x 0.131 Harts t Span(ft) 16 O.C. ;• � � - - -- " i•'� { � � � ��� •�i � r ry <3 _ 22 J Rfm joist,band joist,or blocking 8d box 4 oc toe nail ,� •. --_-_ _' ---, - �r1 T !��"�`� � ~ • /P To sill or top plate(roof application) 8d common,or 6"oc toe nail 4 2 � 10d box;or g� 3 'i't'`"-:._?- i l:� - ��' __'-=�-_ �`-•�k �+]l/rr''-��`%'I/�??�",l��G�, ---. --- - -- --- —� � 1 3-3"x0.131"nails 12' Sc%1 r�/G?jf� "�L�T/'Y ��' J �i i — ..I — k/��ffl i=LAG�� � 23 ` 1"x 6"sub loon or less to each joist not used 16' 6 { - ^: r 24 2"subfloor to joist or girder not used 1 `~- - - - - - 25 2 lanks not used WL ti F (plank&beam•floor&roof) , /'f=�" '.� � 7 /`` �� ---ILL..-<.: -._�'_/f�-r-,' - .X/`,",T''r"7r� ,'>//X ��q,l•.;�: � -O `$ 26 Band joist or rim joist 3-16d common,or ± End nail - - - ' •,- 6"DIAMETER -----! - - 1i4 t - - } f--- 4-10d box;or , � _ _ _ . ,'; -t - - --�- - -r--: ----__.� � o rcpi fJ/ �+ /� .r,�°' _.- Ivry P /''••� �-�-L�-�.;� J, " -� ../C.. ( �/ 11~/ (../ y _ ..'.-� !-.,.a=...'. /.�_ —'___..._..,._._-_...___..__.. •/�• - - - ,...... _. - - �'`! 4-3 3 x 0.131"nails: - 27 Built-up girder and beams, 20d common; Nail each layer os v _ I � o � 2"lumberlayel�s follows: at top REFLECTIVE RED !: 4M, =---ROMANALPHANUMERIC ��� r - - e• and bottom staggered PANTONE--r"` ;' .z• ..-�-" > DESIGNATION OF CONSTRUCTION a ' ,�/ t 1 (PMS 8187 TYPE BASED ON SECTION 602 OF i , ,1�� s /y'' �—! ��</! / ( /—J✓ %�' " \ THE BUILDING CODE OF NEW 10d box;or ;24 face nail at top and I < YORK STATE li 13"'x 0.131"nails t staggered on opposite sides € I i And 2-20d common;; Face nail at ends and at or 3-10d box;or i each splice f 2"MIN. -- REFLECTIVE WHITE _f✓>fT Dl ��✓ (J/( � � / /f�l✓ ,.�j/•��k�`��/•'`>� ,i�T���'T , 28 i Ledger strip supporting joist/rafter 4-16d box;or At each Joist or rafter, t 3-16d common;or `face nail , I 4-10d box,or - -- _._._ 4-3"; hails 112"STROKE i 29 Bridging to joist 2-10d{ - Each end,toe nail : '4�„ :,'� g 9 1 -.' DESIGNATION FOR STRUCTURAL--" - �Jr �'/� 2 COMPONENTS THAT ARE OF 'y t ` TRUSS CONSTRUCTION FLOOR FRAMING,INCLUDING _ GIRDERS AND BEAMS— i•.R•. ROOF FRAMING__------_.__.__._.a , „��� t�j FLOOR AND ROOF FRAMING i ;�� � ✓r ` NYS TRUSS IDENTIFICATION SIGN