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HomeMy WebLinkAbout47225-Z �oy�g�FFOLk�Gy Town of Southold 6/4/2022 P.O.Box 1179 y z 53095 Main Rd oy�41 �,ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43128 Date: 6/4/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3955 Park View Ln.,Orient SCTM#: 473889 Sec/Block/Lot: 15.-1-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/22/2021 pursuant to which Building Permit No. 47225 dated 12/14/2021 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: addition/alterations for bathroom to existing single-family dwellings as applied for. The certificate is issued to SEEORIENT LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47225 5/16/2022 PLUMBERS CERTIFICATION DATED 5/6/2022 sep hitecava Ao0iz . ignature �o�suFFoi,��o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT x_ 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 #: 47225 Date: 12/14/2021 Permission is hereby granted to. SEEORIENT LLC PO BOX 136 East Marion, NY 11939 To: construct additions and alterations to existing single-family dwellings as applied for. At premises located at: 3955 Park View Ln., Orient SCTM # 473889 Sec/Block/Lot# 15.-1-33 Pursuant to application dated 11/22/2021 and approved by the Building Inspector. To expire on 6/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $222.40 CO-ADDITION TO DWELLING $50.00 Total: $272.40 Building Inspector Of SO�jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 Q �yC4UhCT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: SEEORIENT LLC Address: 3955 Park View Ln city:Orient st: NY zip: 11957 Building Permit#: 47225 Section: 15 Block: 1 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical License No: 389 7M SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED Exit Fixtures Pump Other Equipment: Floor Heat Notes: Bathroom Renovation I Inspector Signature: Date: May 16, 2022 S.Devlin-Cert Electrical Compliance Form i Town Hall Annex Telephone(631)765-1802 • 54375 Main Road i �'°{, Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 -` 7 �% BUILDING DEPARTMENT f A Yr TOWN OF SOUTHOLD � 1 2022 T0wJ'40FgojjCr-'o: Ty�ct� C E-R.T-_I F I C.A.T L Pt: Date: _ aa - _ Building Permit No. 2 Z ,Owner:' 0 naw -- (Please punt) _ ._. �.__,..�._. .....�Plumber.•�.��.c �:;.m :G✓''_ ., ��'G�"'"',�_, ,':T .,...,� ., ,..... ,..�M.�.�.._�_.._,,..�_ _ . f-�__..�...,..m.�,._,,.,._. .r._.._.�_.._.__.. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signatute)�`- - Sworn to before me this lS/ day 20,� tart'Public, JENNA KOCKENMEISTER (Votary Public,State of New Yolk Regg.No.01K06402098 f�uali led in Suffolk County Commission Expires December 23,2023 # * TOWN OFSOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY J [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ -_] FIRE RESISTANT PENETRATION ] ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f�7 oe DATE 2 2 -INSPECTOR - FIJI U �l v� ho�aOF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f}'l DATE INSPECTOR l , t /� c C /, of SOOTyp� `�! !i� �� + J �6,/-Al v/Q lj✓ TOWN OF SOUTHOLDD-BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING ' [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: rc� Gni! op DATE 2 INSPECTOR ® E C E V E N. J. MAZZAFERRO, P.E. MAR 2 9 2022 PO Box 57, Greenport,N.Y. 11944 BUILODING DEPT F SOUTHOLD Phone - 516-457-5596 TOWN Consulting Engineer March 29, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Conant 3955 Parkview Lane Orient,N.Y. 11957 Building Permit Number—47225 — Inspection—Framing _ On March 28, 2022, I inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing residential structure. The areas inspected included the crawl space, first floor and roof of the alteration. 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. P'tE OF NFA Y Nicholas J. Mazzaferro, P.E. a No AR�PESSIOW, � N. J. MAZZAF ERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer April 19, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 IL Re: Conant U A P R 1 9 202 3955 Parkview Lane Orient,N.Y. 11957 B", Building Permit Number—4.7225. Inspection �Rough'.Plumbing On April 13, 2021, I inspected the construction for the new 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 fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required. New installation will be connected to the existing system. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. 2—WS—System was fully exposed and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold 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. Inspection—Framing OF Nc-;V Y 0 Nicholas J. Mazzaferro, P.E. 0 Z�FO 40. 05_1091b R�FESSIOVO- N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer April 19, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 DD Southold NY 11971 Setof%Cr,�* 1.4. APR 1 9 Re: Conant 2022 3955 Parkview Lane Orient,N.Y. 11957 _ '=17 7DTj,TG ME 37. Building Permit Number—47225' Inspection 4nsulation On April 18, 2022, I inspected the insulation and caulking installed at the noted location. The inspection covered the new bathroom alteration. The inspection results are: 1 —Walls—Insulation provided and installed by contractor (Finn). Insulation provided rated as R-21. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes 2—Ceiling/Roof—Insulation provided and installed by contractor (Finn). Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 3 —Crawl Space Ceiling—Insulation provided and installed by contractor(Finn). Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result- The insulation and caulking installation as verified by the contractor conforms with the design specifications. (Copy attached). 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. t�OF AV v Ar Nicholas J. Mazzaferro, P.E. 0� 0 057095 U S100toolol D E UU EH E MAY, d 3 2022 BUILDING DEPT N. J. MAZZAFERRO, P.E. TOWN OF SOUTHOLD PO Box 57, Greenport,N.Y. 11944 Phone 516-457-5596 Consulting Engineer May 3, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Conant 3955 Parkview Lane Orient,N.Y. 11957 Building Permit Number—47225 Inspection—Footing and Foundation On March 1, 2022 the construction at the noted location was inspected. The inspection covered the footing and foundation for the residential structure alteration. The areas inspected included the excavation, footing size and reinforcement for the alteraiton. The inspection was completed before footing installation. The inspection results are: Items inspected included footing depth, size and reinforcement. The footing 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. OF Y Nicholas J. Mazzaferro, P.E. z o L 410 0 Oslo A�OFf SSIQNA� D E C " IJ E MAY -� 3 2022 BUILDING DEPT. N. J. MAZZAFERRO, P.E. TOWN OFSOUTHOLD PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer May 3, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Conant 3955 Parkview Lane Orient,N.Y. 11957 Building Permit Number—47225 Inspection—Footing and Foundation Reinforcement On March 8, 2022 the construction at the noted location was inspected. The inspection covered the completed footing and foundation wall preparation for the residential structure alteration. The areas inspected included the footing size and forms and foundation wall reinforcement for the alteration. The inspection was completed before foundation wall installation. The inspection results are: Items inspected included footing size and wall size and reinforcement. The footing and foundation wall 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. E OF N y J• O�`r Nicholas J. Mazzaferro, P.E. o LU 2`rFp �O 05*7 p710FESS10op" RDREC EHE MAY - 3 2092 3D N. J. MAZZAFERRO, P.E. BUILDING DEPT. PO Box 57, Greenport,N.Y. 11944 TOWN OF SOUTHOLD Phone- 516-457-5596 Consulting Engineer May 3, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Conant 3955 Parkview Lane Orient,N.Y. 11957 Building Permit Number—47225 Inspection—Foundation Wall and Damp Proofing On March 15, 2022 the construction at the noted location was inspected. The inspection covered the completed foundation wall and damp proofing for the residential structure alteration. The areas inspected included the completed foundation wall and damp proof coating for the alteration. The inspection was completed before the foundation wall was backfilled. The inspection results are: Items inspected included foundation wall size and damp proof surfacing. The foundation wall 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. '� NfZV Y Nicholas J. Mazzaferro, P.E. Q 057 �. AR�FFSsioNP�' 1 e 1 • . ie . 1 • 1 1 FOUNDATION FOLINDA. 0 1 • 1 vb 1: 1 INSULATION. STATE • e l ' RAM ZS _�, • 1 1 � 1 ral � 'A o��glSfFOtK��G TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. x Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtoLAnn .gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E r, n f PERMIT NO. Building Inspector: NOV 222021 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILL)"', 7•.rr. ; 'Owner's Authorization form(Page 2)shall be completed. TOWN OF SOU-FrIc7LD Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- 0015- 0 00 1 — 00'33 Project Address: .! PAQKJIF-iN I-pi-ME OPfEN�_ Phone#: t`o3[-_2 3S"3°]�S NO'9,A.CoNANTEC� MAIL--Cd�- Mailing Address: P-0 ,ejO)(- 1361 C)(ZI eAJ T N Y CONTACT PERSON: Name: KFWL ,DSS i C�►•j< �SSO C_. L LC. S(L�' �CEhf L� Mailing Address: AS__ZASM-II F L.TI` SOJ-1HOUts 7,(y. j lR?1- _ - --- - - .- Phone#: (a 3 _ [�33_ Email: SSAIV.(�S`f O r OnJt-f Nom,n(�T- - 8�_ ----- -- -- -- ----- �_ -- - DESIGN PROFESSIONAL INFORMATION: Name: KFH,L. , ® S(_ M- Mailing Address: 26S- �-ASlv'l i o �� 50�H OLS Phone#: (q3[ - .L/33^ ClO5ef_ - ^ Email: C�n1 65'x( O i c)nJL.`rfF, NF% CONTRACTOR INFORMATION: Name: - Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Wddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 20 K Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes XNo 1 'PROPERTY INFORMATION Existing use of property: Intended use of property: REZ.1 FSE"r—1 t 4 I X11 Wit_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to —LfQ this property? ❑YesXNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.-APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Soutold ,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 hereimare 'punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print namet3P. ti KOH (Authorized Agent ❑Owner Signature of Applicant: f Date: ` ZZ `Z STATE OF NEW YORK) SS: COUNTY OF SuFFOL '_ ) �pt i N. I,F 14 t_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A4F-trr (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 CAI day of 1�ovembCf ,20 21 �(, ,� otary Public TRACEY L.DWYER NOTARY PMUC.STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION„ N0.0'DW6'6 oo UAUFIED IN SUFFOLK COUNTY (Where the applicant is not the owner)COMMISSION EXPIRE3JUNESO,2_Q2,ot Sr�r SEPA9A i C. _SHF_F_T 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 F Building Deyartment'Aaulicatidn AUTHORIZATION (Where the Applicant is not the Owner) I, d.(A cz*uni residing at. (Priv_t property owner'-s name) - (Mailing Address) _ C st N NcyyA o\n _ do.hereby authorize (Agent) } to applyon my behalf to the Southold-Building Department. 1 � -- - ��'• �9 20,2.1 1 (Owner's Signature) - (Date) I (Print Owner's Name) BUILDING DEPARTMENT- Electrical Inspector AZUTHOLD f o Tlx- Joa in Road - PO Box 1179 knilgjS.9u11AI Nrk 11971-0959 lepone (67650 - FAX (631) 765-9502 ' ro err scWbic ail iarRn .cov .- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3 /31 /2022 Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net Address: PO Box 1061 Southold, NY 11971 Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name: Conant Address: 3955 Parkview La. Orient, NY 11957 Cross Street: Greenway West Phone No.: BIdg.Permit#: 47225 email: Tax Map District: 1000 Section: 1 ,5 Block: Lot: 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wire Bathroom addition Circle All That Apply: Is job ready for inspection?: �El NO Rough.ln, 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 Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals ��f�. PERMIT# T Address: Switches Outlets GFI's Surface Sconces H H's r UC Lts t Fans Fridge HW Exhaust l ,.. Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments: 5URVEY of LOT # cl MAS' OF "&REEN ACRE.5 AT OMENT" N F1UW APR. 15, 1162 A5 MAP # 3540 SITUATE: ORIENT TOM OF SOUT 4OLD - W E SUFFOLK COUNTY, NY SUFFOLK GOUNTY TAX # S 1000 - 15 - 1 - 55 SURVEYED 05-24-qq UPDATED 02-14-03 j Lot # 10 ® — q,Oh,ca roodway Park end of improved .. ------ roadway,' _ 150.51' _ N83011 00 ° 23 '. N o - A' ins ,''. o ° i 5to Fro. --A 9 �X 39 3 Q 1.' 40.1' 'X 6L Loc,A�to14 VF �oi.1 Lot C/ A�pt'C CD � �. .•: � � Fes' CO Q X' Lot to —1 v V S o Ls 5� va o N N X b,Patio . ocKs CS �•• , G O _ 0.4'N Q O 0 4'w"' i 1.43.61 O Fen�a - on line 582� �00 ov1 na no or C T �owno 5outhoid. La � �• the , ht5) orvil'1e (�eve,opment R g ., . -9nautnoMzetl alceratlon or addition to a survey bearlhg a ll.enaetl]antl aurveyor'a seal is a `� ' v1mleLian of...Llan 7209, sub-divialon 2, of the 1 New York State Education Law.' NOTES: TJIg�'Y"O: fes' -only copies from the orlpinal of tnl.Survey ,',;.', _ marked with an orlffnal of Lne land surveyor's �'" stamped.aal shall Us considered to be valla true copies' ®���� U 6 4 -Cer'tlflcallo:S lntllccat etl Hereon signify tnet Ln,s laQ ��T7L�p17f7iQg\ V7RAT.1'SCs AND LOAN 'rA D aurvay was f Practi in or Land Su with ane ek- 8'LLd'� VSH J['1t3o/ •WQS Al D LOAi� feting Cooe of Prectica for Lend Surveys dad tea MONUMENT FOUND NORTH F40RK BANK by the New York Steed rtificatla.of Professional Lend Surveyors. Safo certif l.atlpn.snail run only to the pardon for wham the s.,,ey 1.crsp.rsd. O iGfY110if<.li'fR7'NA'.NATIONAL TMX end on Han olendi to tna t,tle company. governman- PIPE FOUND INSURANCE CECOA��l'lI��e®+F NEW Y®� tae agency and lending ,naL,twt,an listed nerean, enp to the ass lgnaet of the lendln0 Iadditio al t c Ions are net cranef arable to additional Institutions i OZO= HEDGE AREA = 22,215 5F OR 0.51 AGRE5 JOHN C. EHLERS LAND SURVI _ "SDR GRAPH4_­ ,G�LE I If= 3O f 6 EAST MAIN STREET N.Y.S.LIC „_._, J202 1---'— RIVERHEAD,N.Y.11901 nCrc0(7nlrc 4 00_n47 From: Ssbn654@optonline.net Subject: res Date: Nov 19, 2021 at 7:12:06 PM To: ssbn654@optonline.net, ssbn654@optonline.net ssbn654@optonline.net Generated by REScheck-Web Software Compliance Certificate Project Conant Residence Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 0 deg.from North Climate Zane: 4 (5999 HDD) Permit Date: Permit Number. Construction Site: ChsnerfAgent: Designer/Contractor: 3995 Parkview Lane Nora Conant Brett Kehl Orient,NY 11457 Owner Kehl Design Assoc.LLC 3995 Patkvimy Lane 265 Ja:atil a LaPe Orient,NY 11957 S4utlwkt,NY 11971 631-235-3795 631.433.9064 rc4ra.tunant jrnaiLw,ri ssbn654@uptonliae.net Compliance- Passes,u.sIng UA trade-off C=plianre: 6.0'x5 Batter Than Coda V'.3ximmirt UA: 10 Your 51k 10 VZKfmmm SNGC: 0.40 Your SHG::: 4.31 Thu*:i owtw,nr'Ai,iu n,_Cede 1ud-,.ftllil herr Otto iu ecr_{:2unta 11'u 1-11.k kattc eu iva4 Uer2+•uli,,:Ir:. 1t UoE.S NUT prusidu 5„vainutw or tso,gy usw oY Inst ruQtiw m a niido' r.Cvdu in:,nu. Slab-9n-grade tradeoffs are no longer considered In the UA or performance compliance path in RESeheck-Each slab-cin-grade assembly in the specified Climate zone must meet the minimum energy code insulation Raraliw_and depth requirements. Envelope Assemblies Gross Area Crivity Cant prop. �Recl. PMP. Recl. PeAmeter Ceiling:Fiat Ceiling or'Scissor Truss 64 30.0 0.0 0.035 0.026 3 2 %'fall:Wood Frame.16"U.C. 54 21.0 4.0 0.057 4.060 3 3 OrientaiLnn:Back %'fitulsYw:Wand Frame SIIGC.-0.31 7 0.290 0.320 2 2 Orientatran:Back Float:All-Wood JoisttTrusa 64 21.0 0.0 4.044 0.047 3 3 comp anceStatement: The propssed building design described Mere is consistent witls the building plans,speci5cations,.and other Calculations submitted with the permit application.The propuself building has been designed to meet the 2019 IrCC requirements in RESOieek Version:REScheck-%'Jeb and to comply with the mandatooty requiremen s HsLed in the REScltetk'insNection CIteckHst_ �'?r Q. KF N� DFs%c(n(6� �.� I/-ZZ-2( Name!-Title Signature Date Project Title:Conant Residence Report date: 11/19123 Data filename:. Page 1of 3 I APPRO. ED AS,NO/T�ED DATE: B.P:# "/ 7� ELECTRICAL FEE:, BY: INSPECTION REQUIRED NOT ;BUILDING DEPARTMENT AT . 765-1802- 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION- TWO-REQUIRED FOR POURED CONCRETE PLUMBER G�RT/FICATION . 2. ROUGH .FRAMING & PLUMBING ON LND CONTENT BEFORr 3. INSULATION CERTIFICATE OFDCCUPAN(. 4. FINAL - CONSTRUCTION MUST SOLDER-USED IN WATER BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SUPPLY SYSTEM CANNO- REQUIREMENTS OF THE CODES OF NEW EXCEED 2/10 OF 1% LEA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLl1MRIN. . AS REQUIRED AND CONDITIONS OF ALL PLUMBING WASTE �j 0[p gam` ".4 WATER LINES NEED BOARD _._E�` TING BEFORE COVERING -S9UTHOtD MtNMSTEES OCCURANCY OR Mower door JSE IS UNLAWFUL and ductwork testing required. NITHOUT CERTIFICA- 7F-OCCUPANCY bad � ,> GENERAL NOTES: : . �' �,.� � �: <.": SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION !..":i� ,,; , , � ; CC) NTRACTOR N 0 T E S General Notes: ✓ 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN' OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF _121 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. , E : WA, �® D;, , iJGENERAL NOTE 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. ,; t �': 2. FIRE SAFETY: KEHL �DESIGN ASSOCIATES LI.0 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA 111.i CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BoX1675 phone: 1631433 9084 AND PAY ALL FEES RE=QUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@opfonline,ne1 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN 0; SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC®formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPCSED CONDUITS. £Y, 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE A-L WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. uwNERSHIF� & USE OF DOCUMENTS: 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS VAITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAgE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUIE-GING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb 825 PSI- PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM Tr!E BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALLa., BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 9 Fv = 285 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKIN(., HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMDVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTE-) PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, "DATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14, DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGUL,I\TiONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. C GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FO SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIA,- CODE OF NEW YORK STATE. {�' LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CO1�S�'RUC�'IO�" 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" IMODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE SS UNLE EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 t� OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE CERTIFIED X71 � �Y TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION 8303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATEPROFESSIONAL EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE z ( ) ( ) ENGINEER 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF /6 INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438mm �° SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. , F _ METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. AT14CHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'9 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE.. A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.,, IS 180 MPH (290kps) OR LESS. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1 ) OF THE 2020 t' RESIDENTIAL CODE OF NEW YORK STATE. R TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA p NOV (� V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL N 2 2 1a11 ID < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS T. Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BUILDING DEP NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE TOWN OF SOUTHOLD PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 8301.1.1 ALTERNATE PROVISIONSCONAINNT Y4 INCH DIAMETER LAGSCREW- THE HIGHEST ROOF SURFACE 3 STORY AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =1 1'-4" AS PER CHAPTER °i OF THE BASED ANCHOR WITH 2 16 16 16 AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH RESIDENCE 2020 BUILDING CODE OF NEW YORK STAIRS 40THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF �'EW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mileer hour = 0.447 m s p / 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 1'+ FOR SI: a. This table is based on 180 mph ultimate design wind speeds %, and a 45-foot mean roof height. tsfikTHMU TOTAL HEIGHT FROM RIDGE TO GRADE 19'-4" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND= 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) ' I ON a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ( CC400) LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2 b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 6 /p ® LANE Y2 inches from the edge of concrete block or concrete. 3995 PARKVIEW LANE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF y y y g NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS Aga SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH 2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, d. Where panel are attached e masonry or masonry stucco, the shall be attached using vibration resistent anchors ORIENT, NEWYORK # having a minimum ultimate withdrawal capacity of 1,500 pounds. � � OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED FOUNDATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 20120 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY f. GUARD IN-FILL COMPONENTS ALL THOSE EXCEPT THE HANDRAIL , BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW CRAWL SPACE 64 sq.ft. ( HANDRAIL), NEW BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED SO POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. NEW FIRST FLOOR 64 <_;q. ft. (NY)TABLE 8402.12 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PRDFESS10NAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CUMATE FENESTRATION sKYLK�Hib (3IA�D CELMCi WOOD MASS FLOOR BASEMENTc sue d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX, SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UFACTORb REACTOR FENEMAT*N R•VAUIE FRAME WALL WALL RNALUE WAIL RNALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SWC lb,e FINALUE FINALUE1 RNALUE BDEPIH R•VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS " DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EXCEPT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS M NEW BALCONY NA 4ARINE 0.32 0.55 0.40 49 20OR13+!P 8/13 19 10/13 10.2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL of THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less NOVEMBER 11, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the -' ` :°�... PROJECT NO: NOT LESS ATTIC (GARAGE)(o) ESS THAN 30 INCHES R-value specified in the table. C)COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ;,�• ��'- �;��;� � b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. I d,. c��g, ;, �� �,1"3yh'.. 1111-2021 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED � ";'•;`�; �!` "" s.r.,,,, ' = DRAWN BY: C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the "° , CJ1.r •• Y SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. �_. interior of the basement wall. BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT a ` 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the F ,, *,<, C#4 � ED BY: NEW DECK NA W.ITTEN AUTHORIZATION. MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the COVERED PORCHES NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ^=- 4=` "+ ` THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous /' ,, c �F.f KEHL DESIGN ASSOCIATES, LLC. SHEET NUMBER: ' COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavityinsulation at the interior of the basement wall. � :,••"1� '...-,; DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. 1E RIGHT TO BUILD ON sLY ONE STRUCTURE FROM THESE { its `�fY d. R-5 hall be provided under the full slab area of a heated slab in addition to the required slab edge insulation s ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab Plug!. ` � SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. ''�, G1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved k-eptonce of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g Y P (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-volue applies when more than half the corstruction. © KEEILDESIGN•ASSOCIATES,UC insulation is on the interior of the moss wall. / . ., RTSI illi! I= I' KEHL DESIGN ASSOCIATES �.c res'idenNal & commercial design . consulting 1l__LL1-Li I JLL� P0.BOX 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonine.net Kehl Design Associates,LLC®formerly D A K Associates,LLC 11 H[Hill 11 11_1111 11 11 It 11 11 1111 11 IT 11 11 IT] 111 11 HIIII HII 11 111111 HL111 tIF1 [III HIIIII III OWNERSHIP & USE OF DOCUMENTS: GAF ARCHITECTURAL ROOF SHINGLES f i —E fill IIIIII IIIIII IIH 11 111 11 IIITIl 1111 11 [11111 111111 111111 111111 11 1111 11 111111 11 IT11 IT LI 11 11 I�LLL N U II U U II These drawings and specifications including the 1 FELT ILLI LjI-_-LLI��. 111111 111111 IIH 11 111111 111111 111111 111111 111111 111111 111111 111111 111111 111111 HHII 111111 IIITI ideas, design and arrangements represented 2x6 RAFTERS 16'oC. therein, are the J II J L ASSOCIATES LLC. roperty of KEHL No pat thereof sDhollG 11be 2'CDXSHEATHIN LLL_ ISL 1 L11 11] [111 11 " JIT" IIITII IIITII 111111 111111 11111 11 111111 11 IT 11 1111 ILIJ-H 11 IT Lf I I I I 1 11 111111 111111 copied, disclosed to others or used in connection HURRICANE STRAPPING with any work or project other than for which U 11 11 11 11 Hi 11 It H 11 H I 1 11 1111 11 1111 1 11 111 111111 111111 0 U 1144M41 I­T_fl 11 they have been prepared without written consent. al _211rli 11 IT 11 11 IT 11 11 11 11 it 11 1111 11 11 11 11 111111 Jill 11 111111 Jill MATCH EXISTING EXPOSED RAFTER TAILS 2x6 Ceiling Joists 16"oc. � i MATCH EXISTING SOFFIT R-30 Insufflation b — REV: DOUBLE 2x6 PLATE GLASS i j b6r16'oc WALL STUDS MIRRORL TL 1/2'CDX SHEATHING SHOWER SHOWER III L 15#FELT - I I LLIJ TE LLtL_Li 18"RED CEDAR SHINGLES - 42"Hqh Wan 42"Hgh Wall o LLLiLil R-211nsulaton - I J1.11_ I ,_�„ I I I �W I I I �I l L L I I I IIII I LE I 1IY ACO SHEATHING(lower 4'onty) — �I Il 11 lli�� HURRICANE STRAPPING „ 1" 3'-� a Tie and elite LLLLLULLAIII III Ll lll� 2x6 ACO SILLS T112 ;