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HomeMy WebLinkAbout51866-Z of s°�ryo`o Town of Southold * P.O. Box 1179 53095 Main Rd b%a�'ic Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46952 Date: 04/06/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 10505 Sound Ave Mattituck, NY 11952 Sec/Block/Lot: 122.4-3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/13/2025 Pursuant to which Building Permit No. 51866 and dated: 04/24/2025 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: Additions and alterations to existing single-family dwelling as applied for per SCHD approval. The certificate is issued to: Mark Sisson , Lauren Sisson Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0801 ELECTRICAL CERTIFICATE: 112498 3/4/26 PLUMBERS CERTIFICATION: 51866 1/15/26 Au o ' ed Sig ature *of Sol/Tyo� 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#: 51866 Date: 04/24/2025 Permission is hereby granted to: Mark P Sisson 10505 Sound Ave Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. Premises Located at: 10505 Sound Ave, Mattituck, NY 11952 SCTM# 122.-1-3 Pursuant to application dated 03/13/2025 and approved by the Building Inspector. To expire on 04/24/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,213.40 CO-RESIDENTIAL $100.00 Total $1,313.40 Building InspectorY NASSAU E L E C T R f CAL SUFFOLK INSPECTORS 159 Route 25A,Building 1 Suite B Miller Place,NY 11764 Telephone:631 495 8136 • Fax:631 509 4538 - E-Mail:Requests@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Peconic Power Systems Certificate No.: 112498 Rough In Inspection Date: Oct 14,2025 Final Inspection Date: Mar 03,2026 Application No.: Building Permit No.: 51866 County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below,installed on behalf of the applicant named above,located at the premise of and not after the final inspection date above: Owner: Mark Sisson Site Location: 10505 Sound Avenue,Mattituck,NY 11952 Owner's Address(if different): 12 Residential 0 Indoor ❑Basement ❑Service ❑Shed ❑Commercial ❑Outdoor 12 First Floor ❑Pool ❑Hottub ❑New ❑Renovation ❑Second Floor ❑Attic ❑Garage 0 Addition ❑Survey ❑PV Solar ❑Generator ❑Conversion _.._..._.......... .... .-.-...------.------------ ❑Signs ❑Battery Storage ❑Safety Inspection Other: --------- - -------- -- --------------------- INVENTORY Single Phase 0 Heat Duplex Recpt 10 Ceiling Fixture 0 Dual Func Breaker 0 Three Phase Hot Water GFCI Recpt Wall Fixture Smoke Main Panel AC Cond Single Recpt Recessed Fixture 0 CO Detect Sub Panel AC Blower Range Recpt LED Lighting Smoke CO Combo Transformer Appliance Ckt Dryer Recpt Emergency Time Clock Disconnect Switches © Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump Electric Heat Pool Luminarre Exhaust Fan 0 Other Equipment: The electrical work and/or equipment described above were inspected and was found to be in compliance with local, state and national electrical code requirements and this office. Applicant: Peconic Power Systems License No.: 45056-ME Date Printed: Mar 04,2026 Inspected By:Joe Coppola Signature: Town Hall Annex ��® �'�i Telephone(631)765-1802 54375 Main Road P.O. Box 1179 { N tr Southold, NY 11971-0959 0 j JAN 1 5 2026 1BUILDING DEPARTMENT TOWN OF SOUTHOLD r CERTIFICATION Date: Building Permit No. Owner: / �r k (Please print) Plumber: D et e k- rf eAei P.SS--`/ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day ofIit R\A 20_a6 ern Gt CONNIE D.BUNCH Notary Public,State of New York Notary Public, �� County No.01 BU6185050 Qualified In Suffolk County Commission Expires April 14,26�'�' 1 OF SOUTyo� # . TOWN OF SOUTHOLD BUILDING DEPT. loorm, �0 631-765-1802 �t�b�� INSPECTION [ ] FOUNDATION 1 ST/ REBAR /] R UGH PLBG. FOUNDATION 2ND ULATION/CAULKING FRAMING /STRAPPING AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ : ] PRE C/O [ ] RENTAL REMARKS: I 'tWoVA t ClAfv A T I DATE ti INSPECTOR I V N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer July 28, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Sisson 10505 Old Sound Ave JUL 2 8 Mattituck,N.Y. 11952 2025 LlL/ District-1000, Section-122. Block-01 Lot-03 Building TGWJ1 of St7Whold Building Permit Number—51866 Inspection—Foundation and Damproofing On 7/23/25, I inspected the construction at the noted location. The inspection covered the foundation and damproofing for the addition/alteration. The areas inspected included the reinforcement,wall size and finish(damproofing) of the new foundation. The inspection was completed before backfilling. The inspection results are: Items inspected included wall size and reinforcement, finish and damp proofing coating. The foundation work was done according to approved plans and in compliance with the applicable sections of the NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of NYS and Southold Town. OF y,r Nicholas J. Mazzaferro,P.E. y.f ` C ww BOA �0. 05709y RO�fSS101A N N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer July 28, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Sisson 10505 Old Sound Ave Mattituck,N.Y. 11952 District-1000, Section-122. Block-01 Lot-03 Building Permit Number—51866 Inspection—Footing—Pier-Reinforcement On 7/21/25, I inspected the construction at the noted location. The inspection covered the footing and reinforcement for the addition/alteration. The areas verified included the excavation,reinforcement, and footings of the addition. The inspection was completed before backfilling. The inspection results are: Items inspected included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. APSE F NEIV r0 3.MA 'P.f Nicholas J. Mazzaferro, P.E. it z N4 05-1 �r A�OFESSIO�P� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer August 14, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Sisson pUG 1 5 2025 10505 Old Sound Ave Mattituck,N.Y. 11952 Bue�d'n��cpasmon$ Town oY SOU0101d District-1000, Section-122. Block-01 Lot-03 Building Permit Number—51866 Inspection—Framing On August 11,2025, I inspected the construction at the noted location. The inspection covered the framing for the addition to the existing house structure. The areas inspected included the first floor and roof of the addition. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade,lumber size,dimensional spacing,framing connections,header sizes,bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NEq. g O Nicholas J. Mazzaferro,P.E. .L it Z 4O. 0570°�y ROFESSIONP�' N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer October 23, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Sisson 10505 Old Sound Ave Mattituck,N.Y. 11952 District-1000, Section-122. Block-01 Lot-03 Building Permit Number—51866 Inspection—Rough Plumbing On October 20, 2025, I inspected the construction for the addition at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. 2—WS—System was exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. New installation is connected to the existing system. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �;., of N j r Nicholas J. Mazzaferro,P.E. o z a w Ha 057� �rc� pROFESS100, N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer October 20, 2025 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Sisson 2 10505 Old Sound Ave Mattituck,N.Y. 11952 ��` V District-1000, Section-122. Block-01 Lot-03 wart Building Permit Number—51866 Inspection—Insulation On October 2, 2025, I inspected the insulation and caulking installed at the noted location. The inspection covered the crawl space, exterior walls and the ceiling/roof for the addition. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-21. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R-49. 3 —First Floor/Crawl Space—Insulation provided and installed by general contractor. Insulation provided rated as R-30. Additional Insulation provided in crawl space in perimeter box beams. Result- The insulation and caulking installation as by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. PSE OF Y 5� �o C O Nicholas J. Mazzaferro,P.E. � 4*fo 057�y OFFSS10 " FIELD INSPECTION REPORT DATE- COMMENTS 0�\ FOUNDATION (1ST) ------------------------------------- -- FOUNDATION (2ND) OO ROUGH FRAMING& PLUMBING ............ INSULATION PER N. Y. STATE ENERGY CODE � e =Qf A-vv FINAL ADDITIONAL COMMENTS V) _'_.-�-��°►�. -5.__Geri_. rep 1.----- _r��._�.---- o�-------------_��°----� ��/'.�---.. 0 tf�� U44,A yy-- �46 12 C-P-A� Li - .......... �frat "OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 N 2 y oy • p�� Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtowmy.aov Date Received APPLICATION FOR BUILDING PERMIT EC E V E For Office Use Only J ' MAR 1 3 2025 PERMIT NO. G_/0 'C Building Inspector: Applications and forms must be filled out in their entirety. Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's Authorization form(Page 2)shall be completed. Date: July 26, 2024 OWNER(S)OF PROPERTY: Name: LAUREN D. SISSON & MARK P. SISSON SCTM #1000- 122-01-03 Project Address: 10505 Old Sound Ave, Mattituck, NY 11952 Phone#: 631-298-5340 Email: misisson814@gmail.com Mailing Address: 10505.Old Sound Ave, Mattituck, NY 11952 CONTACT PERSON: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport, NY 11944 Phone#: 631 477 8963 Email: ural59@hotmail.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: TEm DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration El Repair ❑Demolition Estimated Cost of Project: ❑Other $ 100,000 Will the lot be re-graded? ❑Yes ®No Will excess-fill be removed from premises? ®Yes El No 1 PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use Of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the is of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print nJame): Ural Talgat Authorized Agent ❑Owner Signature of Applicant: Date: �j /0'w�� ONNIE D.BUNCH / Notary Public,State of New York STATE OF NEW YORK) No.01BU6185060 Qualified In Suffolk County SS: Commission Expires April 14,i y COUNTY OF ) Ural Talgat being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect (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 1�Aday of M 0t&Ch , 202E- — Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Mark Sisson residing at 10505 Old Sound Avenue, Mattituck, NY 11952 do hereby authorize Ural Talgat to apply on Hmybeha o the T otSouthold Building Department for approval as described herein. 7/wne 's Signature Date Sisson Print Owner's Name 2 R,GE AY z NOTES: G ,� z 1. NO SURFACE WATERS WITHN]W"OF PROPOSED WORK Q� y� z 2 NO NEIGHBOWNGWELLSWITHN153"OFTHEPROPOSED SANRARYSYSTEh1.MIGHT NEEOTO BE REMOVE DEPENDING C, OLLP POSED SED AN. LO Z OIL U 3. ALLCIFIED EDSWISE LINES TO BE4'O PVC UNLESS W GO SOORYEDOTHECKTIE CvG Z pI C: SITE PLAN NOOR WELL9 LOCATEDW HN PROPERtt LINES M O Lp ti ® ELEiECirslcroRYE nw L/7�d� ��4 j an SERNCE O 2GAS AIN c �`( E' z 0 15 30 pUBUCWWBAFER SECUON 122.00-BLOCK 01.00-TAX LOT G04.WO Y I RELOCATEDWATER a BERNCE PROPOSED FU111RE I b - PROPAIRUNE EXPPN ED SOX LP AIRLINE PROPoSEO VA PROPOSEDUA Ind ' a V ELECTRIC LINE m E%ISi.GRD=36.p(SC GR hUPPING) CONTROLPANEL IrLL a� 264.00' S 13° '20" wa b B.Goa TDpsml Pr u °" _ a WOODEN SOCKAGE FENCE -- --- 1YELL 0 1 BROWNSILTY SM Q ry Lt) "I CONCRETE GR YEL DRIVEWA F 1.5-2a' BROWNSRtt SM Id DRIVEWAY I SWD _ OWNSANI PNDGMVELOCo SP a� a 1 GARDEN - SPAY SAN0AN0GRAWL SP 1 �o I IXISTING SHEDO RENNIN L I �� 9G1TP MEBRPNN SP 1STFL=IMSF EXI5TNG STO 2 RY SANOAND GRAVEL D- I FF.EL=]9A' �FAh11LYDWELLINGTOREMAIN WO PON iz 1 � NO BORINGBY:ROYKREISSIG,PE LU �p W I COVERED (NO WATERORSANITPRYI _ (3 EXISTING BE05) STEPS lb E. WATER TAKEN ON:hNYN,202d T FF.EL=3U.4' r NO GROUNDWATER ENCOUNTEREDPLATFORMTEST BORING HOLE ME I TEST z rn l m1 N.T.S. CO TOTAL LOT AREA= ABANODHOLEI 21.T)e SOFT. EXISTIN ❑ A N U OR SANITARY METAL BRlpt N ft' 6 II In I 0.499 ACRES SHEDS PAnO 000 --SATIN z s Im 5'MIN n ^ _j 'Z WOODEN ❑ z z 1 CO o BOAT RACK E U zD 3 -------- - -- --L_ 1 z iz s 264.00 '' S ,FOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPOSEDISTORYAODmOH N 13°00'20" W Visit PROJECT0 UPRDPDSED BED) O ERMIT FOR APPROVAL OF CONSTRUCTION FORA PUBLIC WATER ISTFL=d]T SF dl LOCATION SECTION 122.00-BLOCK OI.00-TAX LOT 002.005 FF.EL 37 SF PROPOSED NORWECO I SINGLE FAMILY RESIDENCE ONLY HYOROMNETICGREEN M1roDEL PROPOSED S'C%tYco 6W VAG TANKTO BE EFF.DEPTH LP VENTED THROUGH THE HOUSE IXISTINGWATERSERVICE LOCATION MAP TO BE RELOCATED D TE �2 25 H.S.REF.No. R-24-0801 E A PROVED" FOR MAXIMUM OF 4 BEDROOMS G E PIRES THREE YEARS FROM DATE OF APPROVAL a y xI�Dry C/) Ew�u¢•�c Cc•r.nc•. 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QoOO D Rd- _ c Z€�wx _ - J .e�mmoF dram a�em 0 l m ow SANI DESIGN CALCULATIONS �X dm.WW._.Re Inm­ TANKCALLULAnONS: OOUw FLOW=(d BED)X ItOGALNAY=14p GPLDAY 10505 OLD SOUND AVE wn..Rn.,mu,e m.m,wtt.e L«eh• O;xT CAPALItt FOR NORWEC05'fiG0=6W GNNAY TOWN OF SOUTHOLD SuHdA fwmd O.PcdH..Ith Servinc 0�08. _ - - - LEACHINGPGDLat WOKS: SUFFOLK COUNTY, NEW YORK c•II(Bet1 W-5o5a,uno¢.TR o N 1iDd AVO 110 GAI/DAY X d BEORDO1=__AY SCTM: 1000-122—01-03 •eY.Rs..ro.dn.aul•m.p•mm�pl. s .9lf - _ W GA1JDAY11.5 CA1/DAYISF)=]9—SF 2B]a]SF/25 SFNNIT=11.T]VF ` (OESIGNEDFORWOSFSIOftYALL=M) r _ III.B'B X 1Z EFF DEPTH LEACHING POOLS PROVNED M �h LL F_ O LU W S ul u 4k FWISNED GRADE RINO MONGOWRTOG E MlN4-DASDR35FVC RK OR EQUNALENl U) (Typ) L'TT.11 0OWn1 PPZ mM a_ I M�BR—I N IMrEWOOONSMCETO N—O .112 ORDIN12 *RECIRGINTWG cl U PRECAST _.PVC CONDOR —T� MN� MRP NO.—% RDl � .ME B � " ZU MR�BoON PANEL NO SERVICE CE '.A'. �X"ZN2 12MWVCLTS M4012GROIN GRWMNNSMO�VEN 3'4'MMNDUR NORWECO SINGLE LINE WIRING DIAGRAM N.T.S 4�NMNDSGR- -114—�MNINTOMRGW 00 =G CLEAN �D&GRAVEL S.C.D.H.S.SANITARY LEACHING POOL DETAIL N.T.S CO LL 0 w w M El) W z 833N��y� z a GENERAL NOTES: CWTICALDMIENMONS 0 FALLTHROUGHiHEHYDR EHCPLANTFROMINUETINYERTTO y F4� oow I=ET INVERT IS FOUR INCHES. \G�` z , o•I O ON DEEPER INSTALLATIONS,RISERS MUST BE USED TO EXTEND11' CASTINGS TO GRACE INSPECTION LOVERS MUST BE DEYELOFED NOTES: lt r.• ur TO4YRHINT LWINCHESOFGRADE1. SYSTEMS CERTIFIED BY NSF TO NSFIANBI /•STANDARDeOMUSTW¢LDEMODELAIMAIN 11]• S•1112• 0 REMOVABLE COVERS ON RISERGARE EACH SECURED TOUNAITIHOgUZ ACCESS. %IMP. 1R-C ® OHYDRONONETIC DISTIBBUTORFCREDSECONARSAFETYETSFELE TRICALREOULREMENTE.1. PRONDEDSECONOARYSAFETYNETSFOR 120 VOLT-10-60 HZ-20 AMP SERVICETRFATMENTTAM( !• AIRPIII.IP WYBEMOUNTEDNSIDETHEPoERABOVETHE AERATIONH W MERORMAYBER MOTEMOUNTEDUPTOIWFEET l' FROMMETANIC ®COLLECT EFFLUENT SVHPIES FROM FLOW EOUALI7ATK)N DEVICE INSTALLED IN CLARFIER REMOTE VENTNTDICARBON AERATORMOUNIINGRIGM FILTER DEVICE(OPTIONV NOTE:REMOIE MITLUSTHAVEAAINIMIMDNMETER uU AAro NONNENTED COVER OF 3INCHESANDMUSTTEMIINATEAMINIMUMOFIB ELECTRICAL INCHES ABOVEGFADE,IFOOTFROAIPROPERlUNES, CONDUTTS APPROVEDSMUNG DO ANDS FEET FROM ANYWINGOWS OR DOORWAY. DEVICE RECEMNGFIANGE F W APPHOVEDSEALANT CRSEAUNGDWCE ON ON ON y A ® ® ® BR6U(ER OFF OFF OFF AERATOR 0 _ Efl AKER calmer BffANER u ,DIAMETER A� (M.ET ME 11HWUET Cyr EEFFLUENTUNE _ ? € a GASFLANG ASMMBLy V §u FLANGE ASSEMBLY Wg A PLAN VIEW HIGH WATERALAMI FLOAT Q g CLAWFlCATION RISER APPROVED SEALINGDEWCE $2 NON-VENTEDCOVERS MTHSEALEDUO TO PCkMETER EFFLUENT ME H e a MODELAt000RMOOEL F0IY EOUAUUTION FLOW EQUALIZATION `DOER U IPAE COMM l5 RELAY AGDC 1 2 3 1 2 3 AIWAIfl PUMP DEVICE(SEE DETAIL)DIFFUSE ' NONNENTED COVERS DIFFUSER BA0. INCOMING PUM1IPR AERATOR ON'0 FF�WNIWE $ SECCNOARYGAFETYNET APPROVEDSEAUNG CEVICE LI N IN P1 N G Al N G 1 2 3 1 5 B ® z GASRI ER ® cn 1-4 W � 60' Zz�x 60' TIMEROVERRIDE fn h CONmOL FLOAT ❑O O U PRETRFAThIENTCHAUBER FLOW OVANlAiroN C3 v HIGHLVATERAWNM w SUBMERGED DEMCE(SEE DETAIL) 115VAC HIGH HEAD SINGUA!" Off` CANIROLFLOAT SUBMERGED TRANSFER OUTLET END VIEW POWER SUPPLY EFUENT PUMP AERATOR `°aT` In�Oo TRANSFERPoRT AERATIONCHAMEER NOTES: O Jr FINAL CLMIFIGTION 1. IHEPO VEfl SLA1TCHWILLBEPLACEDINTHEONPoSNIONATSYSTEIISTARTLP.THESWV.SHOULDREAWNNTIEONPoSMm AERTRANEF R RT CMMIBER UNLESS IT IS CHANGED BY AN AUTMORMEO SERVICE TECHNICIAN. ANOMCC—.. TRANSFER PoAI MODELSDI03 3. THE TIME CYCLE SETTING HAS BEEN FACTORY PRESET BY NORLVECO AND SHOULD BE ALTERED ONLY BY AN AUTHORIZED SERVICE SECTION A-A RECIRcuunoN PUMP TECNHICIAN. MI%ING BAR 3. THEAERATORWARNINGUGM UUAIINATESINDTHEWWROLCENTERHASOISABLFDTHEAERATORPRESSWEREBTBURON.IFUE SYSTEM DOB NOT RETURN TO NORAPLOPERATION,CONTACTYOUR NEARESTNORIIECO DISTRIBUTOR 4. kN.I�l�GMMDSY.���TROLP.ELIIUSTBEPR—�UMED. rat NORWECO HYDRO-KINETIC GREEN MODEL 600 SYSTEM WITHOUT BIO-FILM REACTOR s NORWECO WASP CONTROL PANEL WIRING DIAGRAM LL LL 3 N.T.S 3 N.T.S M W W 2 �N PY W Q SITE PLAN M Ewsnlvc O �° u3 a cn ® aovEECH.mEAOiL v'd� 2 �" 0 15 30 DWE N0 "TING S Q Z Puellc WATER SECTION 122.GO-BLOCK OLOD-TAN LOT 004.000 I Y I RELOCATEDWATER I x SERVICE - I a 10505 OLD SOUND AVEY TOWN OF SOUTHOLD E%PFUTURE m= / , ° SUFFOLK COUNTY, NEW YORK s� 264.00' S 13000'20" L Wz o SCTM: 1000-122-01-03 w LLQ -- - - - -- - - -- - -------------------- DEL s eat n WOODEN STOCKADE TENDS CONCRETE GRAVEL DRIVEW I� DRIVEWAY n o Doa— I rca I sNED p; aL6 I fI o 3o ISTR-IEBEF �+� 2ETORY C o m I FF.EL•]9.4' _ FAMILYOWEUUNG WOOD EPOR H I Q mo I INOWATEROREANRARYI _ (3 BFAS) COVERED W PLATFORM FF.E 3RA' Z B i 0 I o l TOTAL LOT AREA= T 1 - I - W I 3 Eio 21.778 SOFT, D'J METAL BRICK Z / U 0.499OR ACRES SHEDS PnnO O O O I Q� I _ ¢¢ WOODEN p I BOAT RACK —__--_ —_---_—_ —__ _ _— _ [yJ e, U OLK COUNTY DEPARTMENT OF HEATH SERVICES zs Z S Fr' v,C� APPROVAL OF CONSTRUCTED WORKS FOR z 264.00 ° 0 20" {y 0 W/ ASINGLE FAMILY RESIDENCE IsioRYAODmON PROJECT 4 PUBLIC WATER 11 BEO) VAELEL?NC m LOCATION SECTION 2.oa 122.DD-BLOCIc DI.Do-TAX LOT DDs ISTI-°�� LME 0 ry2y0Bpl FF.EL=39A' VANR I Ds:e___,_ P.S Fe(No NORWELO NYDROgNETIC B'F.DEPTH E W GREEN MODEL IENTEGVAOWTE EFF.OEPnIP Thesend G-11'sal-s:a:et DePafac�n! ottbiskeben bareoee0 3 B 4N LOCATION MAP TANKTO BEVENTETHE HOUSE 4 nsI.ItIfodlpr FORA bi Oepa:men!ol olFe:a9enc'e ad found k VACOrviRDL W _ THE HOUSE PANEL I I le Ce sabsfac!pry F0Rg 1;AN/:1b:IL,^�P 0f.AAA_///a111__BCDR00`:5 Y 4 —ENT I ,I'/,yyT '// Z pp '.TFASIPAI,P.E...:r.I—El 5 C,d" I I OUxe of Nasie:.dte�:!dnageme A T,�TTOLI r^ vl r i HN W aoo° J o0 0 o1e=' u2h�� MEASUREMENTS FROM CORNERS -1.0. A&B TO ACCESS OPENINGS o p' NOTES: O 1. NO SURFACE WATERS WRHM 3D]FTOF THE WORK r• - _ y Ltd NB NORWECO MODEL 500 ILA. 2. NONEIGHBORING—SMINHINI-TDFTHEEARTARY I U,t J �)' " j!�• Jlmd Ava ago sYSTEFL ��1t (� 1. A-21.0' E ALLSWRAStYLINESARE4VEDR35PVCUNLESSSPECIFIED t �I L, � q B-19.5' � NO DR MELLSLOGTE➢WIDIMPROPERTYLINES r a LEACHING POOL: I C g t; o ` 2. A-32.0' I '` APR - 6 2025 ° W 11 B-30.5' v' w Tn COUNTY OF SUFFOLKa` APR - 6 2026 S J f7 EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVEa=:r�„ ;:.' DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner DAVE WARREN April 4, 2026 847 11TH ST RONKONKOMA, NY 11779 10505 OLD SOUND AVE, MATTITUCK R-24-0801 Inspection Completion Report DAVE WARREN, The Office of Wastewater Management has performed an inspection of your site on 01/28/2026. The inspection of the Sewage Disposal System and/or Water supply, as required by the approved plans and permit conditions, has been completed and found to be acceptable. The review of the "Final Paperwork" may require the need for additional inspections. Please do not hesitate to call (631) 852-5700 with any questions. Regards, Office of Wastewater Management CC: ERIC HANNINEN MARK SISSON DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 (631)852-5700 1 Fax(631)852-5755 Generated by REScheck-Web Software Compliance Certificate Project Sisson Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5331 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: 10505 OLD SOUND AVENUE Ural Talgat URALTALGAT Mattituck, NY 11952 436 7 th street 436 7th street Greenport, NY 11944 Greenport, NY 11944 6314778963 6314778963 ural59@hotmail.com ural59@hotmail.com Compliance: Passes using UA trade-off Compliance: 19.3%Better Than Code Maximum UA: 124 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.33 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 420 30.0 7.0 0.028 0.026 12 it Wall south elevation:Wood Frame, 16"o.c. 164 19.0 7.0 0.041 0.060 5 8 Orientation: Front Window:Wood Frame SHGC: 0.33 18 0.300 0.320 5 6 Orientation: Front Window Copy:Wood Frame SHGC: 0.33 18 0.300 0.320 5 6 Orientation: Front Wall west elevation:Wood Frame, 16" D.C. 270 19.0 7.0 0.041 0.060 9 13 Orientation: Left side Project Title: Sisson Residence Report date: 07/18/24 Data filename: Pagel of 2 Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Window 2:Wood Frame SHGC: 0.33 16 0.300 0.320 5 5 Orientation: Left side Window 2 Copy:Wood Frame SHGC: 0.33 16 0.300 0.320 5 5 Orientation: Left side Window 2 Copy Copy:Wood Frame SHGC: 0.33 16 0.300 0.320 5 5 Orientation: Left side Wall north elevation:Wood Frame, 16"o.c. 164 19.0 7.0 0.041 0.060 6 9 Orientation: Back Window 3:Wood Frame SHGC: 0.33 16 0.300 0.320 5 5 Orientation: Back Wall east elevation:Wood Frame, 16"o.c. 270 19.0 7.0 0.041 0.060 10 15 Orientation: Right side Door:Solid Door(under 50%glazing) 20 0.270 0.320 5 6 Orientation: Right side Floor:All-Wood joist/Truss 420 19.0 7.0 0.035 0.047 15 20 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pro pos building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to corhi ly with. t re irements li d in the REScheck Inspection Checklist. J Zip yf Name-Title %� ¢' igna ,; �� � Date it Project Title: Sisson Residence Report date: 07/18/24 Data filename: Page 2 of 2 mj APPROVED AS NOTED DATE• e.P.it 51Xkg FEE �, n 1 NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: INSPECTION REQUIRED D Y 1. FOUNDATION-TWO REQUIRED Y KEN N E FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING M A R 3. INSULATION N / /F 4. FINAL-CONSTRUCTION MUST O BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 50 REQUIREMENTS OFTHE CODES OF NEW ={?i 'B,Ng S Z' YORK STATE. NOT RESPONSIBLE FOR '`ALt'PL'UM6INQ VIIASTE. „ DESIGN OR CONSTRUCTON ERRORS WATERLINES NEED`,'11 T fAl3,BL'0 lr COV.rERINra, N� 6°� g'30 E COMPLY WITH ALL CODES OF rt NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF PLUI'�IERCERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC 1 • - " SOLDER USED IN WATER 'TRUSTEES O � SUPPLYSYSTEM CANNOT EXCEED 2110 OF 1%LEAD. �jc SGHQ Provide wlndborne debris _ OCCUPANCY' OR protection for new exterior O USE IS UNLAWFUL glazing on buildings as per NYS Code. -3 m z WITHOUT CERTIFICATE. m OF OCCUPANCY O DO NOT PROCEED WITH -Z z FRAL41NG UNTIL SURVEY � OF,FOUNDATION HAS BEEN APPROVED., . z o RETAIN STORM WATER RUNOFF N PURSUANT TO CHAPTER 236 C) OF THE TOWN CODE. Blower door end ductwork C ,All exterior lighting testing required. �. installed,replaced or r ren^lred shall conform Must provide Manuals --� to Chapter 172 D,J and S as per of the Town Code NYS Energy Code o --A c� m < 71�1 7 cD m O z SHEDS , Z 20 m FR• 5��� X15TING RESIDENCE WITH NEW ADDITION, S FOUR BEDROOMS TOTAL, i,cl4cl sf GFA 8 .�.: :,�:,.,.},:ice,• �{' ADDITION T /^ T 4t K�.�• �,�1 LhM i•� EX15TING �, - `; TSITE= UATA RESIDENCE, ~ � �� 00 - ONE 5TORY pD Z SCTM # 1000-122-01-03 16 x26 5" w0 CH Q Z P�cp STEPS � PROPERTY: 10505 OLD SOUND AVENUE L ADDRESS MATTITUCK, NY 11952 0 '� / OWNER: LAUREN D. SISSON & MARK P. SISSON - y 10505 OLD SOUND AVENUE, MATTITUCK, NY 11952 SITE: 21,778 sf = 0.49 ac SZ 50 UF ZONING: R-40 S'3O W SURVEYOR: PECONIC SURVEYORS, P.C. 4 S�60� P.O. BOX 909 ' 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 LICENSE # 49618 vj� DATED 3/19/2024 I S%`1` 0 N RRE I 'D E I' A a; 1= MATTITUCK, NEW YORK DATE: 7-30-2024 S I E L A 1NE SCALE: 1" = 20'-0" z, �� URAL TALGAT ARCHITECT 436 7th STREET 0244�� oQ� REENPORT, NEW YORK 11944 BUILDING PERMIT SET �0FX (631)477-8963 EX I ST I NCB RESIDENCE NEW ADDITION EXISTING RESIDENCE NEW ADDITION EXISTING RESIDENCE NEW ADDITION EXIST � A A AA, A A3 A3 A3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I X I VOM5P 15 TO EXISTING EXISTING I6' EXISTING I m I UNDER ROUND ENTRY SUN GR,AWL SP�4GE D YWELL ROOM IS'-✓" "Y° I I , EOYER I ALIGN = C24 ' C24 - - - - I PROVIDE #5 REBAR I sheIf I ,�� - DOWELS, 12" OC, 18" LONG, SET 6 INTO EXTG - - - -- ---- --- ------ -- - ----- --- ROOFING: ASPHALT5HINGLE I GONG, 6ROUT50LIDTYP EXIST ROOFING w/A L REOV � FLASHING ON lkO# BLDG. I EXISTING EXISTING PAPER ON 5/4" THK. PLYWD. I L I Y I NG - I BEDROOM I ROOM o o I NEN `; -7 0 P�ERON 24" 50 x EXISTING I �= �, ADDITION o- I�" DEEP GONG FTG m x x- `� W/ (5) #4 EACH IF BEDROOM PROVIDE I I ® ® N WAY, SET 4" OFF CHIMNEY bj B TTOM, TYP o- CRICKET VV I , z Z� PLASHING RIDGE VENT IUp o 8 xlb 16 I I CLOSE UP EXISTING ATTIC H�ATGH I FOUNDATION fn m WINDOW OPENINGS VENT TYPICAL ABOVE Ib"xlb" EXIST O - xi t DN UP Is DN (I) II 7/8" L RIDGE fn UP t I t Ir i B t i B i - X1ST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) 2x10 - � - HALL I A3 - - - J GL GL % N — —^ — -A — PROVIDE ry I / BEAM EXIST XI5 I I P POCKET II 0 w�'? m I I I GL a In / EXISTIN Zz � I I I I d GL m EXISTING BASEMENT WINDOW new 0 VA TO BE REMOVED, ® x4' _ BASEMENT ENLARGE EXISTING crawl 0 NEW DDITION I EXISTING EXISTING 3'-8" 2'-6" 5'-16" 2'- " o OPENING TO 48" apG6 s o° GRAY�IL SPACE EXISTING _ HEIGHT X`9 2" THK ONG SLAB ON BEDROOM I I I<I TGHEN DINING NEW M = (40 COMPAG�'ED SUBGRADE EXISTING PROVIDE FLASHING I I ROOM cm BATHROOM tn mirror BATHROOM AT ROOF W4L.L I I07 -- - - - - - - - -- - - --- - - - - --- - - -- - INTERSECTION sjjr medicine I radius cabinet - 8"xlb' XE IST TYPICAL N FOUNDATION I I heel cit I VENT CL I dryer washer 0 1I1 I m L counter UP - - - - - - - - - - - I - - - - - - - -� I I I}- = C24 EXISTING ALIGN EXISTING EXISTING NPROVIDE #5 REBAR PANTRY MUD ' CRAWL SPACE DOWELs, 12" OC, 18" x GUTTER IE TO -I GONG, GROUT SOLID TYP LONG, SET b" INTO EXTG I DOWNSP UT5 TO ROOM E IS UNDE ROUND I GO i D YWELL DOOR L - - - - - - - - - - - - - - I � I EXIST NTRY DECK I � I Ix 6- bASEME10401"' FLOOR PLff" m rLOOK rLAIM FIRIZAms" T FDO" O " "" LIM41- SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" FLU" OR PLANS- %elo% I D N O'�" Film MATTITUCK, NEW YORK DATE: 7 / 30 12024 AZ U RAL TALGAT ARCHITECT 436 7th STREET _-. 020 �� GREENPORT, NEW YORK 11944 � yo (631)477-8963 BUILDING PERMIT SET . EX 15T I NO RE51 DENGE NEW ADDITION NEW ADDITION EX 15T I NO RE51 PENCE EXISTING EXISTING ROOFING ROOFING PROVIDE FLASHING AT ROOF WALL //,-INTERSECTION TYPICAL exist exist EXISTING exist - --- exist exist SIDING exist exist EXISTING SECOND FLOOR IAe ROOFING SECOND FLOOR FINISHED FLOOR FINISHED FLOOR —IX ASG1A_TO-�tATGH EXISTIAIG_T`�P— FIRST FLOOR ��( p��TCLMATC4+EXISTING-TY� — CEILING HEIGHT I' I' ® r C24 C24 exist C24 exist exist I 1 0 5/4x CORNER exist exist L exist exist exist exist exist BOARD TRIM MATCH EXISTING exist NEW SIDING 4 TRIM TO HOUSE NEW SIDING 4 TRIM TO exist FIRST FLOOR— EXISTING MATCH EXISTING HOUSE MATCH EXISTING HOUSE EXISTING SIDING SIDING FIRST FLOOR FIRST FLOOR FINISHED FLOOR FI ED FLOOR NISH FINISHED FLOOR — EXISTING FOUNDATION NEy4 FOUNDATION NEW FOUNDATION EXISTING FOUNDATION TO REMAIN C7RARM TO REMAIN 16 I - - - - -- - - --- - --- - - - - - - - - - -- - - --- - - - -- - - -- — — — ————— — —— — — —— — — — — — — - - -- - - --- - -- - - -- - - - - -i I I I N H ELEVATIUV "'I'vo S ("j" U "i H E L E V fik T 10 F14 I I I SCALE: 1/4" = 1'-0" I SCALE: 1/4" = 1'-0" SECOND FLOOR BATH 2" VENT I � WG I LAV I-- 3" VENT THRU I I ROOF EXISTING RE51 DENGE TUB L---j I SECOND FLOOR I I o I 3" WASTE I W/ PROVIDE CHIMNEY Ix FASCIA TRIM ON RAKE 4x TRIM ON EXTERIOR WALL, ALL TO MATCH EXISTING TYF EXISTING SIDING 4 NEW LAUNDRY NEW BATH IGITGHEN TRIM 2 VENT 'I 2" VENT PROVIDE FLASHING BUILDING T ROOF WALL NEW NEW INTERSECTION WINDO wlNnnj EXTERIOR _ I I TMFIGAL WALL -- I 3.5 I� WASHER r I _ SEGO FLOOR I WG I KITCHEN MINI ED FLOOR I 073 LAV I I SINK ;- I � SHOWER I exist FIRST FLOOR TW30410 TW30410 TW30410 exist exist exist exist 5/4x CORNER BOARD TRIM EXISTING FRESH MATCH SIDING EXISTING AIR EXISTING NEW 51DING 4 TRIM TO SIDING VENT HOUSE— MATCH EXISTING HOUSE FIRS7 FLOOR E OL E V A mi" 10 PNO S' FINISHED FLOOR I 7 EXISTING NEW FOUNDATION 3" WASTE FOUNDATION EXISTING FOUNDATION TO REMAIN TO REMAIN GRADE 4"X3" G.I. Na�-- A:*% hm DRAIN LINE HOUSE TRAP 26'-3" TO SEPTIC I TANK _ _ __ --- - -- -- ---- -- -- - - -- - - -- MATTITUCK, DATE: 7 / 30 / 2024 NEW YORK - - - - - -- -- -- -- -- - - --- - -- w Rpm 3" WASTE LST ELEVA"I"10N BASEMENT SCALE: 1/4 � - 1'-0" A %9- pL TABc 0URAL TALGAT NEW ADDITION c� ARCHITECT F` L mum M B I IN G F I I S E R D I A G A M 436 7th STREET SCALE: NTS . ':. .2443� � GREENPORT, NEW YORK 11944 �a 631477-89 BUILDING PERMIT SET 63 —� NEVI ADDITION EXISTING RES I DENGE 0 ATTIC TYPICAL ROOF 5H I NGLE ROOFING ON 30# DGE BUILDING PAPER ON 3/4" \/ENT (APA) EXT. OR. PLYWD TYP I' x8 FA501 A AND I L ROOF SOFFIT \/ENT BED R001v( PRO E SH I NG 5 L"OOFINC5 ON 30# TYPICAL W/ Ix T OF WALL BU I L PER ON 3/4" SOFFIT MATCH 2x8 RR @) 16" OG ER5ECTION TYPICAL GAL (APA) G P YWD EXTERIOR TRIM 12 TYPICAL PROVIDE 2x8 PLATE NAILED T PROVIDE HURRICANF- 113.5 2 HURRICANE EX15T1N6 STRUCTURE CLIPS AND ALL REaLi IRED \(o" 00 1) 11 7/8" kg �� UTTER STRAPPING ATTIC TYPICAL 5TTRP GP�P�ING AS PER CODE 2x� '�'� ,�TTIG L\/L RIDGE I6� oC SECOND FLOOR TYPICAL FINISHED FLOOR 2x8 CJ 16" OG SECOND FLOOR 2x8 GJ ® 16" OG FINISHED FLOOR NEW FIRST FLOOR NEW FIRST FLOOR NEW FIRST F LATE HE 1 GHT TO PLATE HE I GHT TO PLATE HEIGHT T MATCH EXISTING MATCH EXISTING MATCH EXISTING FIRST FLOOR FIRST FLOOR FIRST FLOOR PLATE HEIGHT R-30 I/2" GYP I �� Oyp R-30 INSULATION BD TYP PLATE HE I GHT BD TYP INSULATION /4" PLYWOOD 5 FT I PLATE HE I GHT TYPICAL TYPICAL WIDE FULL WIDTH OF /4" PLYWOOD 8 FT EX I5T1 NG EXTERIOR WALL -� BUILDING ADDITION I x SOFFIT VENT AND WIDE FULL WIDTH OF W/ R-Iq INSULATION, AND TYPICAL W/ Ix BUILDING ADDITION 1/2" GYP BD TYPICAL S SOFFIT MATCH EXTERIOR TRIM BEDROOM LIVING ROOM ; E3ATHROOM GL BEDROOM TYPICAL XTERIOR WALL r EXTERIOR WALL SIDING ON 15# BUILDING SIDING ON 15# BUILDING PAPER ON 5/8 EXT. NEW FLOORING ON NEW 5/4 NEW FLOORING ON NEW 5/4 PAPER ON 5/5" EXT. OR. (APA) PLYWD ON PLYWD ON FLOOR JO I STS W/ PLYWD ON FLOOR JO I5T5 W/ 2x6 STUDS @ 16" OG W/ R-Ict INSULATION TYPICAL R-11 INSULATION TYPICAL OR. (APA) PLYWD ON R-I�f INSULATION, 2x6 STUDS @ 16' OG W/ TYPICAL R-Iq INSULATION, TYPICAL F I R5T FLOOR FIRST FLOOR NEW FIRST FLOOR NEW FIRST FLOOR FIN 15HED FLOOR FINISHED FLOOR FIN 15HED FLOOR FINISHED FLOOR HEIGHT TO MATCH HE 1 GHT TO MATCH eo 0 2x10 FJ @ 16" OG EXISTING FLOOR 0 2x10 FJ o 16" OG o 0 EXISTING FLOOR HE 1 GHT HE 1 GHT GRADE 8" THK POURED GRADE 8" THK POURED 3) 2x10 GONG FOUNDATION NALL GONG FOUNDATION GIRDER GRADE 2 #5 REBAR--// WALL W/ FDN 2 #5 REBAR VENTS W/ FDN GRAY�IL Sfi�AGE VENTS NEW 2 THK NEW 2" THK 8"X16" GONG CONTINUOUS W/ CRAWL SPADE CONTINUOUS W/ GONG SLAB BLK PIER I/2"x l 2" A.B. W/ GONG SLAB B T I L I ENT 1/2 x 12 A.B. W/ BEYOND T*'P 3x3 WASHER @ UTILITY 3x3 WASHER 32" OG TYPICAL ROOM 32" OG TYPICAL 0 0 0 0 0 0 NEW 8"xl6" CON NEW 811xl6" GONG FOOTIN FOOTING W/ 2#5 W/ 2#5 REBAR CONTINUOUS 24" 5Q x 12" DEEP GONG REBAR CONTINUOUS TYPICAL FTC, W/ (3) #4 EACH WAY, TYPICAL - SET 4" OFF BOTTOM, TYP "P"A 11 711 T I A L mum I L wu% I 11 (03' 131 E C 10 IN' e® ®f ll I L I IN S E C 110N ®�Am " SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" BUILD" IING SkECTIONS'k- Ntbill, v%.'N -,ii t D ' ON R" 4 0"o MATTITUCK, NEW YORK DATE: 7 / 30 / 2024 TA {= U RAL TALGAT ��'� � ARCHITECT ' 436 7th STREET mill �� o �, GREENPORT, NEW YORK 11944 MuILDRNG OP"" Erm" MIT SET ` 2 ao'�y0� (631)477-8963 STRUCTURAL REVIEW E3`1' STVVE MARESC A, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS HOT3188-01 WEST MONTAUK HICvHWA1', HAMPTON SAYS, N`1' 11cI46 FOR WALL OPEN I NCB PROTEGTI ON OF 120 MPH S-SEGOND WIND GUSTS PHONE 651 -720 c1480 ( MAXIMUM MEAN ROOD HE I GHT: S�I 1 51MP50N LSTA - 20 6AGE / RIDGE STRAP - ALL ROOF RAFTERS DESIGN CRITERIA: ' �- 2 x 6 TIE ® EAGH RAFTER USE/OCCUPANCY CLASSIFICATION DESIGN IN ACCORDANCE WITH AMERI CAN IN VIEW OF STRAP. S I NGLE FAM I LY RESIDENTIAL FOREST PRODUCTS WOOD FRAME r CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE I ` ` \ ° I1�aui��D ���ROM�EDGE PRESCRIPTIVE METHOD SHUTTER ASSEMBLY 1 ` \ HEIGHT N.T.S. e�", ` \ a I II GROUND SNOW LOAD - 45 PSF. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 1 35 -O MAXIMUM FIRST LEVEL - 40 PSF. L.L. 23/32" (5/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I ` \ (OVERLAP AROUND OPENINGS 4") I � ° ALTERNATE POSITION OF LIVING AREAS - 40 PSF. L.L. Y. I I I HURRICANE CLIP USE FIRE AREA BEDROOMS SPEED - 130 MPH L.L. ASSEMBLY: SIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I SEISMIC DESIGN CATEGORY - B #IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I RCS I D NG : X NE WOOD SCREW @ I b" O.G. I I ° CLIP NAILED. ROMA ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: WEATHERING - SEVERE #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxl-1/2 ( W/ WASHERS) I I TYPICAL ALLRAAFTERS FROST LINE DEPTH - 36" MACHINE BOLT ® 12" O.G. ° 1 5 - Sd NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY APA RATED PLYWOOD TO PROVIDE 8d COMMON CONVENTIONAL LIGHT fRAM� WOOD DECAY - SLIGHT EXTEND TO TOP OF TOP CONSTRUCTION ICE SHIELD UNDERLAYMENT REOUIRED - YES NAILS ® 4 O.G. AT EXTERIOR EDGE OF ALL \ \ I SHEATHING. GENERAL NOTES I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ° ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE, SHALL BE DESIGNED AND BUILT IN ACCORDANCE I AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN " MULTIPLE SECTION ASSEMBLY: 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW PORK STATE ENERGY 1 I 1 1/4" THICK BOLTS a 2' OG MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. I I I 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 1 I I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE I I 1 I I STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. I I PLYWOOD SHEATHING PARTITIONS, EXCEPT AS NOTED ON DRAWING. TO OVER LAP BOX IT ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE BEAM - TOP + BOTTOM. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM I I I FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. I I I I SIMP50N M5T27 I 1 1 i I/2" WIDE - 20 GAGE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 1 I I 1 I I 1 METAL STRAP &A 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER It- 1'," �/ I DOUBLE TOP SHUTTER ASSM B CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. W E L i I I I I 11 2 x 6 6I6" O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL Icl. DO NOT BAGKFILL AGAINST FOUNDATION ALLS N.T.S. I I I I 1 STUDS BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT FOR PANEL SPAN5:4' OR WIDER SPAN I � I�" I THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL I I 1 1 I CONCRETE SLABS TO BE COMPACTED TO Q5Y ENTRY FROM HOUSEAND IN BASEMENT ( TO ATTACHED GARAGE AREA.IF APPLICABLE ). P051TION AR 25/52" APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD RELATIVE DENSITY. (OVERLAP AROUND OPENINGS 4") I 1 I I WRAP + NAIL STRAP 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 2x4 STRONG-BACKS 0 24" OG I I AROUND SILL PLATE -7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 11 I� AT ANCHOR BOLT 4 - 8d NAILS SUPPORTED BY DOUBLE UPRIGHTS, a.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ASSEMBLY: I I SIMP50N M5T27 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: # lOx3" (w/ WASHERS) GALVINIZED OR 1 1/2" WIDE - 20 GAGE MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. STAINLESS STEEL WOOD SCREW @ 12 O.G. I I METAL STRAP c48 or.,. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I,�'" NAIL SHEATHING TO SILL PLATE 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT #IOx3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL " :;' 8d NAILS a 4" O.G. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE WOOD SCREW ® 16" O.G. HOUSE BE UPGRADED WITH HARD WIRED 4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: T ,> ;•• a. PROVIDE FLASHING AT ALL ROOF BREAKS, #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) 2 - #5 REBAR :::<;' :+: : 2 x 6 SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. �� `"_'" ACa TREATED. AND DECKS ETC.. MACHINE BOLT 0 12 O.G. ;,Y'.; ;° 25. THE NYS CODES ALSO APPLY TO ACCESSORY WINDOWS - GLAZED OPENING SEE FOUNDATION DWG. :''' STRUCTURE DESIGN. "X: .;� 10. DO NOT SCALE DRAWINGS. FOR DESIGN. ,,;;;}.;._: 5/8 x 12 A.B. ®48 oC. 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD '� .:s.;: ; w/ FENDER WASHER. II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF FOR THE INSPECTION OR SUPERVISION OF ASTM E IcIQb AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING GORE COMPLIANCE IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH SHALL BE THE RESPONSIBILITY OF THE ALIGN WITRE PROVIDED. J .FASTENERS HTO &NED TO PLATE. CRITICAL LOAD PATH CONTRACTOR. SHALL COMPL PANELS TO BE MAINTAINED ON SITE. Y W/NYSE3G CHAPTER #2�04.�.6 LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" NAILING SCHEDULE DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. BETTER. I NTERMED I ATE. TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/5" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. a SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RAFTER/TOP PLAT PLYWOOD TO BE SET ON SOLID BLOCKING PLATE 3-Ibd (TOE NAILED) . GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CEILING JOIST/TO PLATE 4-5d (TOE NAILED) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CEILING JOIST/PARALLEL RAFTER 8-I6d (PAGE NAILED) 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED GL I PS AT ALL PERIMETER JOIST TO CG 1 RDER o CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH CONNECTIONS. 7 h COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A BLOCKING/RAFTER 4-8d (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA O RIM BOARD/RAFTER 4-16d (END NAILED) TOP PLATE/TOP PLATE 2-Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND a TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) ® 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED STUD/STUD 2-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB HEADER/HEADER Ibd (PAGE NAILED) STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND GABLE ROOFS 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, o < lO TOP or BOTTOM PLATE/STUD 3-Ibd (END NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" BOTTOM PLATE/FLOOR JOIST 3-Ibd (FACE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF a BRIDGING/JOIST 2-I0d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE A5 PER MANUFACTURERS h BLOCKING/JOIST 2-I0d (TOE NAILED) BLOCKING/SILL orTOP PLATE 3-Ibd (TOE NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. O o WITH RATED GALVANIZED METAL CONNECTORS BY 10 < o L45 LEDGER STRIPBEAM 4-16d (FACE NAILED) 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. JOIST ON LEDGERBEAM 3-16d (TOE NAILED) "TECO OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G.. BAND JOIST/JOIST 3-16d (END NAILED) q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. h BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO GABLE ROOFS PLYWOOD ROOF DECKING ad a4" O.G. EDGE5, ®8" O.G. FIELD SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE 100< o (,Soo 100< o <,45 o STRIP SHEATHING 8d (ON�E/RAFTER) ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND PLYW W OOD ALL SHEATHING 8d @ 4 O.G. EDGE5, ®8 O.G. FIELD OWNER. PROVIDE 8d COMMON NAILS ® 4' O.C. PLYWOOD SUBFLOOR DECKING ad ®6" O.G. EDGES, @12" O.G. FIELD ON D V-ftzk t N 'r",4 "wo r R, `220 %'"10 AT HIGH PRESSURE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. 10� O �30 O PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PORTIONS OF PANELS IN HIGH PRESSURE ZONES. MATTITUCK, NEW YORK NOTE : a = 4 FT. IN ALL CASES COMPONENT AND CLADDING PRESSURE ZONES DATE: 7-30-21024 ,�� �a ���' �0, At U RAL TALGAT ARCHITECT S T"ll' mum C T U ro"AL NO 0 T It:b" "U" ET "Am I LSo 436 7th STREET 24 BUILDING PERMIT SET ,, F(aF,�� � REENPORT, NEwrYORK 11944 (631)477-8963