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HomeMy WebLinkAbout42279-Z o�Og11EFU�,yll Town of Southold 4/24/2018 P.O.Box 1179 0 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39612 Date: 4/24/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 650 Brigantine Dr.,Southold SCTM#: 473889 Sec/Block/Lot: 79.-4-35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/19/2017 pursuant to which Building Permit No. 42279 dated 1/3/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: PARTIALLY FINISHED BASEMENT WITH BATHROOM IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Munson,Mark&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42279 04/11/2018 PLUMBERS CERTIFICATION DATED 03/20/2018 r-�ulclMue Plu bing Ae Signature TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py • SOUTHOLD, NY X01 � dap 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#: 42279 Date: 1/3/2018 Permission is hereby granted to: Coakley, Edward 650 Brigantine Dr Southold, NY 11971 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: 650 Brigantine Dr.,Southold SCTM # 473889 Sec/Block/Lot# 79.-4-35 Pursuant to application dated 12/19/2017 and approved by the Building Inspector. To expire on 7/5/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $329.60 CO -ALTERATION TO DWELLING $50.00 Total: $379.60 uil nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 /Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: a/z/ ( AYE DP House No. ��ff Street ,{� �/� Hamlet Owner or Owners of Property: Afc�®�'ie, fUs1q"" �" `V;� /I%- Suffolk County Tax Map No 1000, Section Block " Lot E�j Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporaryrtificate Final Certificate: (check one) Fee Submitted: $ App icant Signature pF SOUr�®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road en Fax(631)765-9502 P.O.Box 1179 • �Q roger.riche rt(-town.southoId.ny.us Southold,NY 11971-0959 ®l�c®UIQ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Munson Address: 650 Brigantine Drive city.Southold st: New York zip: 11971 Building Permit#: 42279 Section: 79 Block: 4 Lot. 35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment. 1- Combination Smoke/ CO Detector, 1- Bath Fan, 3- ARC Fault Circuit Breakers. Notes: Inspector Signature: - Date: April 11, 2018 0-Cert Electrical Compliance Formas �ypF SO�Tffo Town Hall Annex Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD D [EC[20'V[E DD MAR 2 0 2018 BUILDING DEFT. CERTIFICATION TOWN OFSOUTHOLD Date: . 3 1 Building Permit No. 2—1 z Z 7 7 Owner: 9614 so l( (Please print) Plumber: j1 Cf/ k 6 v (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIumbers Signature) Sworn to before me this day of M0\S C,k1 , 20 CdNNIE D.BUNCH Notary Public,state of New York Qualified in Suffolk County Commission Expires April 14, Notary Public's- 44i4-k County SOF SOUly �o� olo cOUNi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC , ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Y t 1 �DV4 f is DATE INSPECTOR Of SOUlyolo 1 y V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION (] ELECTRICAL (ROUGH) ( ' ] ELECTRICAL (FINAL) REMARKS: � - DATE INSPECTOR Of SOpj'y0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY( [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: le�AWIAOA) is /fir /s cle, T DATE INSPECTOR ib SOF SOUTy how o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I C t ir"`► WWI Vmjwz, 1. DATEL70INSPECTOR �o�aOF SOplyolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ FOUNDATION (2ND) t lS [VJAt Uit �CL.— c� ROUGH FRAMING& y PLUMBING • W onJ 0V- t✓e l t� ip INSULATION PER N.Y-. y STATE ENERGY CODE C x K FINAL "t'Coe ov,o �-ADDITIONAL COMMENTS I — -f 3 Ap-�- 060 - & d, /3,2,7 ow�/ °z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO. 7 qV -2Check Septic Form N.Y.S.D.E.C. i Trustees D Flood Permit Examined -� ,20 6 Storm-Water Assessment Form DEC-1 9 2017 Contact: Approved ,20 Mail to: ' S C)S f4 V) z``.144 re-k J IV Sap( Disapproved a/c ��� 1 lrAla NTI►. �� Syp�c7TDt rj NUMDING DEM �J�� TO�NN OF SOUTHO j Phone: 4 Expiration ,20 % Building Insp r APPLICATION FOR BUILDING PERMIT Date eCl'—M 6-e� f /o, , 20/"7 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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 Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,buildpig-,ziJle, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary insp ctions., i (Signature of applicant or name,if a corporation) cow ow-ire ,�7Y - . Mc%Aol/ (Mailing address of applicant) State whether applicant ' owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 00i we f2l Wew, Name of owner of premises (050 ~��I Ct R,l`l—[—I ILC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 009 R:srBdCiCr slr= Lot 3 6 c�' yrs , 1Vfa` 'N P,l a: d', Subdivision cyn'. o n Lot r ?iififi e, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ` 6• 5 I Tpe9j`S b. Intended use and occupancy 06:�' l�i✓lR)�� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Worl{FP5-1AG '-1/x.,^15 qq r' �' (Description) 4. Estimated Cost CJ� Dl� �CSb t ! Fe (To be-'paid on filing this application) 5. If dwelling, number of dwelling units "I— umber of dwelling units'1A each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify;"riatui fOL,� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 • ol. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(cD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: K � Date: Company Name: �EP !� Name: 2of� J Q License No.: �� z email: 2 Address: P0 3 5— Phone No.: / ? G > 6E 03 JOB SITE INFORMATION: (All Information Required) Name: � M,UY)e010 75 Address: (�O I �` Cross Street: Phone No.: f 7 6 7I IF 01 BIdg.Permit � email: � - - 7-17 Tax Map District: 1000 Section: Block: Lot:35 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: (ONO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:. A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: y � o � PAYMENT DUE WITH APPLICATION 10 X' V, q a\ 82-Request for Inspection FormAs O � 5 U RV EY Of LOT 24 N AS SHOWN ON A CERTAIN SUBDIVISION MAP ENTITLED"HARBOR LIGHTS ESTATES"SECTION I FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY JUNE 8, 1965 AS MAP NO. 4362 51TUATE: 5OUTHOLD TOWN : SOUTHOLD 5UFFOLK COUNTY, NY s SURVEYED 10-20-2017 SUFFOLK COUNTY TAX # 1000 -- 79 - 4 - 35 CERTIFIED TO: MARK MUNSON SUSAN MUNSON FIDELITY NATIONAL TITLE INSURANCE COMPANY NJ LENDERS CORP. S6�0 40;, S� 0 i O - , -Ws- - -- - - �� COT 24 -46 / oayg' 6 qco O /0, oad NOTES: "Unauthorized alteration or och ition to a survey �� mop bearing a licensed land surveyors seal is a ® PIPE FOUND JOHN C. E H LE R5 LAND 5 U RV EYO �t ,�, ` Violation of section 72o r subte Education i2.o of the New York State Education law A STAKE POUND O "Only copies from the original of this survey marked with an original of the land surveyor's o WOOD PENCE stomped seal shalt be considered to be valid true copies" —X—Y--- WIRE FENCE G EAST MAIN 5TREET N.Y.5. L(C. NO. 50202 "Certifications indicated hereon signify that this survey was prepared in accordance with the ex— Area = 20,000 5 Ft. RIVERHEAD N.Y. 1 1901 369-8288 Fax 3G9-8287 A y the Code of St Practice far land surveys adopted �• f ` by the New ors Stole Association of professional Area = 0.459 Acres 0 Land S10 urveyors Said cm t'i a suss shall run only GRAPHIC SCALE I 30 je5urvey@opton(me.net and on his behalf toperson o the title the gois vern-en— lot lot agency and lending institution listed hereon, and g to the osstgnees of the lending institution. Certifice- 17-)87 1 lions ore not transferable to additional institutions `— y RESeheek Software Version 4.6.3 Compliance Certificate Project Munson Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 426 ft2 Glazing Area 4% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 650 Brigantine Drive Mark Munson John j.Condon Southold, NY 11971 650 Brigantine Drive Condon Engineering Southold, NY 11971 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 condoneng@optonline.net compliance- 0.0%Better Than Code Maximum UA: 386 Your UA 386 Maximum SHGC: 0.40 Your SHGC: 0.36 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. Envelope Assemblies Gross Area Cavity Conti Perimeter Wall 1:Wood Frame, 16"o.c. 108 15.0 0.0 0.077 6 Orientation: Front Window 1:Wood Frame:Double Pane with Low-E 9 0.340 3 SHGC:0.36 Orientation: Front Window 2:Wood Frame:Double Pane with Low-E 9 0.340 3 SHGC: 0.36 Orientation: Front Door 10:Solid 18 0.390 7 Orientation: Front Wall 3:Wood Frame, 16"o.c. 248 19.0 0.0 0.060 14 Orientation: Left side Door 2:Solid 15 0.390 6 Orientation: Left side Wall 4:Wood Frame, 16" o.c. 108 0.0 0.0 0.238 26 Orientation: Back Wall 5:Wood Frame, 16" o.c. 28 0.0 0.0 0.238 7 Orientation: Left side 276 13.0 0.0 0.056 15 Project Title: Munson Residence Report date: 12/30/17 Data filename: C:\Users�ohn Condo n\Favorites\ResChecks\M u nson Rescheck.rck Pagel of 2 Gross Area Cavity Cont. Perimeter Floor 1: Slab-On-Grade:Unheated 426 10.0 0.702 299 Insulation depth:3.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandat requirements listed in the REScheck Inspection Checklist. "b� off`2 Name-Title �` Date Project Title: Munson Residence Report date: 12/30/17 Data filename: C:\Users\John Condon\Favorites\ResChecks\Munson Rescheck.rck Page 2 of 2 PLAN CONTENTS: TES WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL GENERAL N 1}RIDC3ETO-RAFTERASSEMBLY: BUILDING USE DWELLING 1-114'x 20 gouge sbW aid be etlsolhed b each pale d raim Inacardrwe b table 3.4. BUILDING HEIGHT AP RPVED AS DOTED V When a alar tle loused In leu d a ridge straps the number d 10d oonrrnon'rale TOTAL SO. FT. OF CONSTRUCTIONT -�i d Y CONSTRUCTION NOTES: lin°"d' of to°D�`to�°dnot �to maxed d n. to strap. PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND DATE: g p, l 2 L 2}.RAFTER-TO-WALL DESIGN CRITERIA 2015 ICC WOOD FRAME CONSTRUCTION MANUAL +} 1).The Inlbrrrtelcxh wttltn thk set d anshclon doaments k related b basic deNprt FEE: � BY: Iiontandhanhkrgdetels.They amIniendedasa oonstrucillon old,not aaubstltule Laterelfteni, and shearwd0onnetionsfor rafter,calling ortuesbtop plots alidbeIn FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES C''. 1br f��scoepbd tt� and w1h amt New York aaada we b tobb 3.3.When a rafter or truss do not fall in Ane wah studs below,Wars NOTIFY B'IiLDING DEPARTM .f�LTi�AT . 4h t7 � EXT. BALCONIES 40 r. Stats btwarg codes T'Fte General Oatracior k Awn mail for prohridkp standard or tnitaros oriel he aweched b fe wan top plate and the wort by plate alien be attached b 765-1802 AM TO 4 PM FOR THE ,>* � 00 coi akucbn doWleand proosdume b erose s profo"ion*htnihed,shicuraly b the wall stud wfNh upfft oorreclae Rods overhtrgkp the rake akse dfhe! DECKS 40 soruhd and s vreetlerpnoof completed product shah be oonrtscbci wrth a con necfore in somdance w iable 3'3c` 1.OFOUNDa FOUNDATION PETWO REQUIRED W 'a - W ATTICS w/o STORAGE 10 C ty 2�The t3eneral Oorhbacbr k Ax wast g that all work and consbxdbn S�WALL-T06-WALL ASSEMBLY: ATTICS w/ STORAGE 2 p Wankhdsahw�sand shdabsbwafoorMualsfWbratlachedwith upStoarNcSorrb DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 25 FOR POURED CONCRETE C p M meets crarertfedersA,slots,county and bat codes,ordkerwss and roguMfonhe,sic a000rdenos wNh h table 3.3b.When wall studs stove do not fel in Ins,wNh studs below,the (LIVE LOADS PSF) 2. ROUGH FRAMING & PLUMBING ThsescodesrebbewralderedaportdtespocircatlorabrltebuldinhgandROOMS (OTHER THAN SLEEPING) 40 nb"�Mbe#00fa°e"�iy��°0 0mb 3. should beedwed to,even IInvairroew1hlhepkn. �aaa00rta0nROOMS (SLEEPING) 30 4. FINAL � STAIRS 40 CONSTRUCTION MUST V p 3).Dirrwwior ohdtrlasprwoftrtovwocdoddrawk► c 4}.WAUASSEMBLY TOFOUNDATION: GUARDRAILS ANY DIRECTION 200 BE COMPLETE FOR C.O. (DO NOT SCALE DRAWINGS). Fkat wan muds Stan be caxacisd b tta b siddon,all plok or botbrn phb vM upnft ALL CONSTRUCTION SHALL MEET THE `cn EXPOSURE CATAGORY REQUIREMENTS OF THE CODES OF NEW 4).The ergirear tw not been rga0sd for axltkudion wpnvlsbn end assumes no oorrhsabrs.Steel straps attat Fays a minknum errhbedmett of 7 irides M oox+orebe V) braonafnicfarhaoordktetlmgvsAfhtiheeepbrhs,norrospottsbl rtior foundodonenddsb-an•prads,15kxl InmaaoWblock brndadora.orlopped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 913@ KW"wbo, the f�and nded In accordance table 3,3b.When steal sups am topped under to YORK STATE. NOT RESPONSIBLE FOR. to aratuc�onmeerrs,mMFwds,Udmitpa,ssgrMnose,orpr000duse,orforaefety ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE P �pmD�sb�1e0�n�be��amnowanarAssfor a P�'3�aF1°m *0bo��bea�b�� b0lt NAILING SCHEDULE SEE GENERAL NOTE PAGE DESIGN OR: CONSTRUCTION ERRORS. �� spednc use expressed or knpnsd In the use d these plam specktg k b los spaced and steed b aoocndanc�e b table 32a b sddiforh b spa , andwrbob amIDbespaced between 6-12Irdaetorn It*and ofaellprAsand all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 4Raflarbthe WIndowandDoorscedulebop rsMI01n*VL 00f�' FIRE PROTECTION SEE FLOOR PLANS 8�The Qaneral CantracW k b snerae that mea M or prsfabraded fkepMces maete a TYPE i EXTERIOR SHI AITWALL CONNECTIONS: SMOKE & CO2 DETECTORS) COMPLY WITH ALL CODES OF orssosedsnherhuhfacArre'sspeolloutlonsandaPPlloebaoodes TypeInderior~walswkhamWmumd7MBkwhwoWoucaaalpwWonthaenarlor TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION NEW YORK STATE & TOWN CODES !„ atladed with Od common ro k at e-=at to panel edges and 12'o.m in the held,and nThe General Col hackvkboorwrllw1htteommfor all buAt-inbms 1/2 gY1��wallboard onto �� ��o � ENERGY CALCULATIONS RESCHECK 4.6.3 AS REQUIRED AND CONDITIONS OF 4) such as boolrwow ethekkhg,pantry,cbesta,Mms,etc. ekes In table 3.15e-b. "-S"; , n 8).tMnd bad roqulnrnwrb other be Worn trite account during construction. 6).TYPE II EXTERIOR WEARWALL CONr1ECT10N3: Table 3.1 Naft Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193) � � .6400. FOUNDATION NOTES: Typell nod ft dlaele3•1t"*nee ine tde t) The GeneralCortractar and Mseon b nrvbw plans,elevatlorts,decals and notes b 1e�a4ustrrent leebrs h aloe 3.16. Number of Number of ��-S8�fi0'��fiBCrf I��TEES ` dsinnine Itrhded h.Igfto dir,tar.d&XV(s)above tlpkal ice• 7).NTEtiOR SWEARWALL Joint DescriptionCommon Naffs Box Nails S Q Allowable side"longlihe Wovided In lable 3.1 �Wbh ROOFNAILNVG 2).Attbcthpebn>donurddLrbed(vkgln)sot.Aseumhedbomw 3000pd aroused. otg ed.Sheefand cwne� rr Ossr, a000r litbehim�w 2.4.42 and 2.2.4 respecrvely. Rafter Io Top Pirate(Toe-nailed) 3-8d 3-8d per rafter .C3 3).Provide 1X ue:pensbn jolat mabrbr between cornuate Babe and sbutlhp Cell Joist 1i0 Top Ptasto tTOe-i>aled) 3-11d 3- OCCUPANCY O R .0 conccnete or masonry wale= tm In exbrbr or unreeled krienbr arm& 8�CONNECTIONS AROUND EKTERIOR WALL OPENINGS: nowcorn walk being edlached b eodetirhg aorhasts atuchxa Shen Header artdPor girder conrecTions dW be etleched wNh uplift conrecions in accordance Ceging JoISt to Parallel Rattler(Face-nall9d) 5-11W 5-16d each lap a 4 V }Any wlh blots 3.5.V*Wow sM Oain aA be have sbd omww*m in aa=dm wkh table �l�g, Lape over pis(Face pled) 5-16d 5-16d each lap USE IS UNLAWFUL � be tattled w#re-bar,180 long at it o.c..Use approved epoxy for Ihsbfteon. a5. War Tie to Rafter(Toe-nailed) 2-10d 2-10d per the 5).Unle.e otlherwAee noied,ei Waba on wade io ba 2500 pAJ-Cmweb lobe g�CADMMAL CMILIr�ASSEIMBLY. Biociing 10 Rafter(Toe nam 2-6d 2-10d each and WITHOUT CERTIFICATE V poured on 4 Itch tNck send or gnaval irl Wth W ws mesh reimbdnp.Inbrlor Webs Where a ridge k b be used a a et xbW beam,the rafters sholl either be void and N to the mk>Mum 3-V2 Inch thick. ancehored on by of the been or Nope annealons stat be aft of- to each W%r4D-rklg. Rim Board t0 Rafler(End lamed 2-16d 3-16d each end OF OCCUPANCY . be be WALL FRAM 8).Crawl spaces b be provided with a mktfmrrxn 185Q,4'woeee openkV.Install ane along ft open° e m d Ate bhidlg Cnnrhections b the ridge and wait shall NG 8xis set iron foindetlon vent for every 15o sq.ft.d nee. attached w the above qutenherhe. -1 Top Plats to Top Plate(Face welled) 2-16d(1) 2-10d(1) per foot ' DECK AND COVERED PORCH NOTES: • 7j.Dampprod exierior d toads kn Wth bdkerriuxm eating es per section Roos d --i Top Plates at Intersections(Face-naffed) 4-18d 5-16d Sts-each she N.Y.S.Reefder"Construction Code.A 6-ml polyethylene f lin shall be applied over 1).Unless otierwin noted,all irarrhing materYd to be#1 ACQ pressure treated lumber. I Stud 10 Stud(Face-nailed) 2-18d 2-16d 24'or. the below grade portion of nderlor walk prior to bac lUng. M holensrs,hangers and endrore b be gelvkftd or etelrri°e°steel. ; Header to Header(Face-haled) 16d 16d 16"o.c.along edges e).ihalnags sa per section 8405 of N.Y.S.RsNdertlal can tratlon cods. 2�Girders for deck joists lobe bolted 1046&Octet wM weshthera and nuts. PLUMBER CERTlF/CA T10;1! Q r FRAMING NOTES Girders on cortcreis plats shag be amhomd wltt proper steel omwdom ar► xxW T or Bottom Plate to Stud(End Naliad} 3-1 gal 2-4W 40d per stud ON'LEA D CONTENT BEFG;" E Into con elle wNh h a minimum 17 die x 7•long andwr bolt wNh waOx ns and nuis , � CERTIFICATE OF or I- f ')/,nlC >C 1).All tranrg rdtrrguse and methods as pnsaomdpfve deep d 2015 3).Posh supporting gliders shall be anchored b s 1 z x12'ktr Nck concrete boting. #� Edtlon wood Framing Comet ucton Manuel. Use a mk+knwn Ill dla x r long andwr bit vNth washers and nub.Footings Shat i SOLDER USED l j`r 2).Unless of erw iss noted,sithamhthg and abuctrel wood malalel b ba#2+BTR. be 31L below grade.Cmmft phare b bs used w1 h all pordteerdeeks wNh rocfk or pwgrIes SUPPL Y I Bottom Plate io Floor Joist,Band Joist,End joist Of Blocking(Foos-Nam} 2-16d(1,2) 2-16d(1,2) per foot ^ T SYSTEM CA ,Y� I 1 Douglas W. ).Deck iolsb to have ttbddng at 8'0 0.0.. 3).Floors,ads.eeerga and rtttiers b be spaced at is Itches o c.uuhlsse rated FLOOR FRAMING XCEE-D 2/10 OF 1°OL El D. 5).A mtttnum d 10 ksah Rm*tng shd be k>�Iled betwwen the buPdirig antd ledger. Joist IDS1111,Top Plate or Glider(Too-nall 4-8d 8d 4-10d Clowise. Ledger b building with 11r cle.bob wth washers and mb I � � � 4 UnIsse otlerw be noted,ag bowing wall headers b be(2)2x10 02+BTR.Doug.Fir. Bridging to Joist(Too-nalled) 2-8d 2-10d each end 0 Bearing wall I MM to have(2)jade studs ext(2)full WVM etude on each olds of at 6).Concrete piers slid be a srtrtimum Ir above grads. g do Joist(T ) 2-8d 2-10d each end , h �� �r w openitgs.LVL hteaders b have(3)jack studs and(2)u ton pr studs on each sided Bloddng to Sill or Top Plate(Too-naled) 3-16d 4-16d each block opw"&Beertg veal widow oft shall also haus(2)window ell plates for 2x4 Well 7).M�b be supported with hangers and anchors.Each Joist suet eheo be arsdwrvd �;,� ,°� r� opertkgs between 4'1 end fro and 2xs wan openk,ge between 5'11 and M Provkue fire b gra) Ledger Str�to Beare(Fath--rmiiled) 3-16d 4-16d each jdst ALL fi .L,.. ;; and bbdit where apploabk• Joist on Ledger to Beam(Toe-hailed) 3-8d 3-10d per jolst 4 All tkaNh beenhalheaders to be inetNled wAfh homy duty ga*t*hampers and 4 CoveredRoofs shell be aesmbad and anchored to same manner as a tA*sl buildiv. Band Joist to Joist Pd-nailed) 3-16d 4-16d per joist TESTING EE r Q F`' &-VERINIG andm whew app nbe b ON annecth jokte. PLUMBING NOTES Band Joist to SRI or Top Plate(Toed) 2-16d(1) 3.164 (1) per foot s Double ut ttoor joists ender wrsb fat run pmU b the floor joist and under bWhhtbs. 1�At water supply,drainage end venting b be Installed as per N.Y.S.Residential ROOF SHEATHING Floorelohmoorarn;ctlea'a'allNd shall be vedlled for proper load apedty unless noted Conduction Cods. Structural Panels(See Notes 4,5 and 6) on para' 2}.Vert►y a*sydem wirfi the Engineer for I3u0blk county Hoold Deprbnent epproveL Interior Zone 8d 10d 6"edge/17 field E L.!-r,,T R l 'f`L 4 Provide Moddngbtlging In foor)obis at e'0 o c..Use acid blockkv in floor jokes Perimeter Zone 8d 10d 6'edge/6"field i y"�T� �-� T Imo') �D 3�f wed studs,plates or Oft am out out Ihsbalefton for any plumbing related work, 8d 10d 6"edge!6'field under al beerkhg walk. provide sib bracing and plebs to protect and secure the stricture.Verify with the Gable End Rahe*t h up to T Rake overhang OOP aide Insulation bellies stem verb baboon rallera IneW draft bbftV m state ads and narxtfa turols recommendation for mwdmwm hole atas and spockhg pamnisd. HVAC SYSTEM NOTES CEILING SHEATHING g).Urieee WwfAse noted,al roofs and wane b have a msinlhxm Ill thick,4-plr Fir 1)•Mw hrdcai srboontacior ls reepansible for adbeerthg b d applicable oda and slaty Wallboard 5d coders 5d t�olers T edge/10"ftekt R E TA!�� ST 0 R��� V,'AT E R R U�<Q i t= lax exierbreheethIng grade plywood.Plywood to cover over plates and reeeers• requirements. WALL SHEATHING PURSUANT TO CHAPTER 23.6 10 trrhlsesa dhnwlse noted use 314'tttk9c Td,G PTs FIM or Acfvartech plywood srnbnoor 2) HVAC subcontrecbor k b 1UAy ooadkhabe all system data and requksmenb w1lhh the Shft rat PaneIS(See Notes 1,2,and 3) 8d 10d 6"edge 112"field O F THE TOWN C 0 D E. ad with PLA1h0 sdeNvs sed sorsvwd b floor joists.Ftletted f loon b los MetaAedequipmentsupplier. over subftoor as per menufactrre'r Ietucliore. 3 11).Al battroorn weft b fpnss 112'oft molslure•teelsart aheehvdc.Garegs wills and 3).HVAC suboontacbr b provide fret system layout drawing and sthbndt ft b ft General 5d coders 5d 000iera 7"edge!10'field alkhge and over Aunaca b have sr oft 41wx:hestrock.At cher parts d ttuitclrtg cornaacior and owner for Ileal ravlew and aPPr�• WAhrlboaN Blower door b thaw regular ill Nteatock.AM waft to to loped and fnlNhed. ELECTRICAL NOTES: �°°R SHEATHING and duct%vork 121 AN mof wlh a pk h lee thrh 4:12 steel be Installed v t an lee a Water bemler or 1].Al electrical b be ksstelled as per N.Y.S.Paddendal Caabucflon Code. Structural Pam � '� � testing required. appoved equal.���be appned wAltt a Fberoas baso shed wltih an EPDIM 2}Al dechied work shalt be approved by a quaNned Underwriter. 6' 112'Held 13).Al ee paler,rid wood kin contact wfh concrete to bs pnasure tremed.Stl plebs b 3).khetm smoke detectors and Croon Monwdde deboc in Woug pout ore per soclon it317 (1)NaIng requiremeft aro based on wag sheathing naled 6'on-center at the pared edge. ALmab nailing schedules shall The trhstaled With a f+oem all gasket and apex tamhhe OW or approved equal. d N.Y.S.Rasldanfal Construction Code. be used Where wall sheathing ne1ling is reduced. For example,9 hila'aheethi n9 is nailed 3 inches on-center at the penial edge to obtain higher shear capacities,nailing mcluftments for strUcUal members shall be doubled,or alternate connectors steal be used to maintain load path. --- (2)For wail shooing within 4 feet of the corners,the bs foot edge zone attachment requkementus*0 be used. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabulated 12 Inch o.c.nal sptickhg assumes veal atheatthlrtg attached to stud framtng members with 0.42<G<0.49. Ground$now Wind Seismic Weaftring Frost Line Termite Decay Wirrter Barrier Flood Hazards (4) For roof dleathing within 4 feet orf the pw hater e*of the roof,Including 4 feet on each aide of the roof peak,the 4 foot Load Speed Depth Design ndeflayment pedmeter Zone attachment req*ements shell be used. Temp. wired (5)Tabulated 12 Inch ox.nal spacing assures rod sheathktg attached to leiter!truss framing members with G4.49.For 25 psf 140 mph B Severe 36 in. Slight to 150F Yes hag members With<0.42<G<0.49,the nil spacing shall be reduced to 6 Inches o.c. to Heavy Moderate (6)For wind speeds greater titan 130 mph,blocking Is requkW which transfers shear load to talo aMItIbrai rafters(3 raflcxa in s total}. (7}For tniteritx panel oft,gaivedmd box nails dd be pemnkttsd to be subatiahted for coninhon nails. ��' Eileen Santora • Residential Designer condgn Engineering FC 1755 Sigsbee Road • Mattitualt,IVY 11952 631-7'34-2794 • -Cutchogue, NY 6314984986 f • r vein TSU Y } � I t �' � �i t � '' .� t I► 167 FL pq�V 'V -15 11 k 1 3 FA I TD '�cJc�✓E� � � %K� � �(ti'J 6ur�—a.KaN - 21 pq Q t__ ► f RH Q% } RM IS tri I P•t�"'�-:`�. � �' Gt' i �`-�.. `� Slotzi L 411 A ( ti E "TL6Ti c UN 1=! rL! 15 CD 01�I I,l, l.1 G1 LIlLl,c-t ' 0 � f r >Z: 1 'ji7 64 mac, ' } {F; r P! 9at��u GJ T7N20 GI�X PL`(W D DID CAA i"1- 51-� l�Tl-i I m G+ 2''x a 1 -5Tuc)c I Uyo,v. oYP S U t--1 t OA P-f� t m aL6.t--4 G r? - �.G I c f4 A•A. 0Vr=7- J."L4\L IJ©+` �c�t.; V4" t loll j ZX4'! OR.y 1'E`60LZAT'�=D 51 L)Z> '(AAi...1 - H!z MI? NTA rp- tP5O I �'-►C ,a.�,�TI i bl2 DATE s Z- 13 - 2017 r-4ZNA N P,�(V�-: SA,W TO R 51684 ����,� _ 5N t✓� 1 Op'2