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HomeMy WebLinkAbout40371-Z '0 416'G Town of Southold 6/3/2016 �' O G ?gl' y� P.O.Box 1179 t y r' 53095 Main Rd ?' kt- o#4 # X00 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38329 Date: 6/3/2016 THIS CERTIFIES that the building AS BUILT ADDITION Location of Property: 13565 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 88.-2-17.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/17/2015 pursuant to which Building Permit No. 40371 dated 12/23/2015 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: "as built"screened porch and deck addition to an existing one family dwelling as applied for. The certificate is issued to Fraser, Suzanne Sullivan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40371 5/11/2016 PLUMBERS CERTIFICATION DATED I/r Autho ' d Signatur z - TOWN OF SOUTHOLD ,'''.'' ui�..1 BUILDING DEPARTMENT :, TOWN CLERK'S OFFICE 1.ti,.pau o�V 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#: 40371 Date: 12/23/2015 Permission is hereby granted to: Fraser, Suzanne Sullivan 13565 Main Bayview Rd Southold, NY 11971 To: "As-built" additions (screened porch and deck) to existing single family dwelling as applied for. Additional certification may be required. At premises located at: 13565 Main Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 88.-2-17.5 Pursuant to application dated 12/17/2015 and approved by the Building Inspector. To expire on 6/23/2017. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $679.20 CO -ADDITION TO DWELLING $50.00 ,, Total: $729.20 , ille i / , B ilding Inst-ctor 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. / //-7/16— New Construction: Old or Pre-existing Building: (check one) Location of Property: (356 B fc•i (2S) 01-tl oa House No. Street Hamlet Owner or Owners of Property: C Fa se_ Suffolk County Tax Map No 1000, Section 6c>8 Block ®a- Lot /7_.6-- Subdivision Filed Map. Lot: Permit No. L(031 I Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓✓✓ (check one) Fee Submitted: $ SC: .p i7d1 Ap • ant Signature //,,, iiii /����®��QF SO(/�y®l0 Town Hall Annex 4 4; Telephone(631)765-1802 54375 Main Road ; c,/, \ Fax(631)765-9502 P.O.Box 1179 % Q 0 roger.richertic©town.southold.ny.us Southold,NY 11971-0959 ,1 -•... .1" BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fraser Address: 13565 Main Bayview Road City: Southold St: New York Zip: 11971 Building Permit#: 40371 Section: 88 Block' 2 Lot: 17.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: "AS BUILT"- "ELECTRICAL SURVEY" - "NO VISUAL DEFECTS" Notes: Screen Porch, 1-Paddle Fan Inspector Signature: ...---- 7Date: May 11, 2016 z Electrical 81 Compliance Form(2).xls 1 _ Yo _ .; 7 (4______ % p_t �,, SSOUTy� \! L. TOWN OFS •. - ,-iro i = UR. • \ rDEPT. `Tj rti- 765-1802 i [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ 1,1 ULATION [ ] FRAMING /STRAPPING [t, FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 -._1f , CD ejLe-f , C I . .--e--erc-c-e-4 z- DATE f K , INSPECTOR „#, pF SOUry�l; K' c€401 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) "y] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: iin40 --- a,f‹ T5UILT- 3 4 1”gAc _ DATE f� C INSPECTORS • March 11, 2016 I Town of Southold NEMSCHICK SILVERMAN ARCHITECTS P.C. Building Department . . . the business of ARCHITECTURE." Town Hall Annex Building l�U31 54375 Route 25 -1 -3J P.O. Box 117 Southold, NY1 1971 � [EcEpyg Re: Fraser Residence �� 13565 Main Bayview Rd 2Ott Southold, NY SCTM# 1000-88-02-17.5 BUILDING DEPT. TOWN OF SOUTHOLD To Whom It May Concern, Please be advised, to the best of our knowledge, belief and professional judgement, we hereby certify that the framing, footings and strapping were constructed per our drawings, as approved by your office, to meet or exceed the requirements for New York State Residential building code. Should you require any further information, please contact our office at any time. Sincerely, NEMSCHICK SILVERMAN ARCHITECTS P.0 ,��FtcD A`'. 5 NO W �'i - s rkl" kr451,..,: „(2A ,K1Ai rem,. #* 1;50.. _ -�� No.029086 �Q Raymond Nemschick, AIA F of No Principal - Cc: Suzanne Sullivan Fraser 160 MAIN STREET• SUITE 200 • SAYVILLE, NEW YORK 11782 • 631 563 2130 telephone • 631 563 2139 facsimile • www ns-arch corn FIELD IIISI'ECI'X(}N TtEFoXx DA M. _ COM,MEC . ' FQUNDAlON(1ST) . . • . . 4 FOUNDATION(2ND) L. .. —,_.., �. --T z e(r.A. ,./ .(FA Ci) ROUGH FRAMING& PLUMBING .-- �. • ' y , _ , , , :c? . • INSULATION PES,N.Y. —"-- ., .. H STATE ENERGY CODE ' . ... • : ' A % ,.. . ,...„.„......i , • FINAL - •••••• .-. _ - :y err , •&bitOA 7'1-11-19.11'', Ts ay th -WA (z(z I i(?'G 878 Pob • ,3 y-1 .• - kr.'ol a .�� I i ,r i ii ��! CI- f Cb � ni �o� .- � 'i` . f��,., '�9• .�1..� , .�G .; . . . . 17) . '6--, .2 . • yM • • • • „�....�.r��- i�.. ice... .. • .. 1 / - ,. . . .. '1, 1'. .I , . . T 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) 765-9502S3-- urvey SoutholdTown.NorthFork.net PERMIT NO. qt3-71 Check Septic Form N.Y.S.D.E.C. "_� " Trustees Examined ifi (l 15, Vi I'' i DEC 1 7 2015 i. C.O.Application Flood Permit 7\ ,20 6 '� 1 Single&Separate Storm-Water Assessment Form I _ Contact: Approved /2i)- ,20-1./ 1;lDt, UN z (C NI tC LOC.Sc?>( TOM ii' °rIL",40!D Disapproved a/c ill Phone: G31.56 3.a 13D T /� Expiration ,20a Bui:' ctor APPLICATION FOR BUILDING PERMIT Date December 3rd , 2015 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,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Nemschick Silverman Architects P.C. (Signature of applicant or name,if a corporation) 33105 Main Road, Cutchogue, NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Suzanne Sullivan Fraser (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: 13565 Main Bayview Road, Southold, NY 11971' House Number Street Hamlet County Tax Map No. 1000 Section 88 Block 02 Lot 17.5 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residence b. Intended use and occupancy Residence 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work As Built Permit (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 4 Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories 2 Story Dimensions of same structure with alterations or additions: Front 73.5' Rear 73.5' Depth 73.5' Height Number of Stories 2 8. Dimensions of entire new construction: Front 8' Rear 13' Depth 24' Height 9.5' Number of Stories 1 9. Size of lot: Front 350.6' Rear 360.7' Depth 497.4' 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated AC-Agricultural Conservation 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO d 14.Names of Owner of premises Suzanne Fraser Address 13565 Main Bayview Rd,Southold Phone No. Name of Architect Address Phone No Name of Contractor Raymond Nemschick Address 33105 Main Rd,Cutchogue Phone/ No. 631-563-2130 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES �/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Raymond Nemschick 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 knowledge and be 'ef;and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me ''s R4. 'I S 1 rer .. 20 �:yof.t ` r� al , r 1►1�,11.6t 2.JA% L -�� t,� �T // Signature of App cant S ? p4/tc. 67b'5 ?61'M Y4 * Scott A. Russell 4./m got SUPERVISOR s NIANAG]EM)ENT z SOUTHOLD TOWN,HALL-P.O.Box 1179 tp �•t 53095 Main Road-SOUTHOLD,NEW YORK 11971 , y �=,.•� Town of Southold - ��./p� ��- � •1',i CHAPTER 236 - STORIVIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) • IOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑0 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material ( within any parcel or any contiguous area. 00 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑121 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year floodplain as depicted on F-IRM--Map--of-any watercourse: ®(� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management . Control Plan was received by the Town and the proposal, includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT• (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. = 1�0� Date: ,I �,` (, �j Dotncl 0-36 -15 NAME: ZALX.,tQ e1wcto sS,,r1 6 0 i.¶ Section Block Lot zF" For.? BUiL[)iNta DEPARTMENT LSE (.)M.,- Contact Information 611.563. P130 ®®®® • Reviewed By: Yw/\_j•/p Date. J a- 30 -IS Property Address / Location of Construction Work. '�l Approved for processing Building Permit 155(°5 MN• N• !V l�U t`a Stormwater Management Control Plan Not Required SD34 10_`01___ 1 11911 _ Stormwater Management Control Plan is Required - I I (Forward to Engineering Department for Review) FORM SMCP - -FOS MAY 20 H "Of SO(�y l - Town Hall Annex • * Telephone(631)765-1802 54375 Main Road (631)765-995Q2 P.O.Box 1179 G @ �� roger.richerttown.southo .ny.us Southold,NY 11971-0959 �O'�1 =�y°OUNO* BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: ( ,,s.)7c-!t/Z._ Date: :3/0U,) /(� Company Name: As �o Name: License No.: Address: • Phone No.: • JOBSITE INFORMATION: (*Indicates required information) *Name: F31, Sj s(b.7/c' *Address: )366- /tkk,ri a Yvit ) Ov7-Hv2D - A)Y /177/ *Cross Street: *Phone No.: Permit No.: - O37/ Tax-Map District: 1000 Section:' Block: OA_ Lot: /7,6" *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Scgtem( PosicH J rift(o2 Li 1477x1G✓ 11 EP7rcLEs (Please Circle All That Apply) *Is job ready for inspection: / NO Rough In *Do you need a Temp Certificate: YES/ M - Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ADO . 82-Request for Inspection Form 11 4391 A(1 ,'' 19 OG 7 hone 631-1802 Town Hall Anncx ��`�` 'y rax 54375 Main Road t c .'"*"-'4t (631) P.O. Sox 1179 Southold, NY 11971-0959 , 491 #001 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: rA-16. \ ti Owner: L5 Z Agvg i- r��•�f JZ., Location of Property: t 5" "-' ? r �v+t`.J R°- D""I o'"c i-1 Y /Mt Please take notice that the (check applicable line): New residential structure _ Addition to existing residential structure _ Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize. (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, in uding girders and beams(F) Roof frami P. Floor a► •o raming (FR) „itSignature: / Name (per:In s 'miffing this form): _ ?PgYrt Mt) ErVC.MICUC... Capacity check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 828-d 200/Z00 d 9178-1 6612699189 S13311H0aV NVWa3A1IS NDIH3SH3N-woad wd80:80 9102-170-der (n.v , ` `j• )• ,° _y iii January 4`", 2016 _: . ..J_—...._.. _._.. ..... NEMSCHICK SILVERMAN ARCHITECTS P.C.7own Hall Annex , . . the business of ARCHITECTURE."Building Department 54375 Main Rd Southold, NY 11971 Re: #40371 Fraser Residence Southold, NY 11971 NSA Project#15-1846 LETTER OF TRANSMITTAL _ the following itms: Under separate cover viae e Samples 0 Speifications WE ARE SENDING YOU: El Attached 0 Plans 0 Shop Drawings ❑Prints Q 1:11 Product Data 0 Change Order 0 Copy of Letter 0 Other item# qty. Date - -- . _._..,.�.._ ..._ -.,..._ ..,,.._.__.,-._._,.- — .- -i,,..- .,. I 1/4/1 6 Signed Truss Farm - -W- -.- THESE ARE TRANSMITTED as checked below: Resubmit, Copies for Approval 0 For Approval 0 Reviewed Submit Copies Distribution ❑For Your Use ❑Na Objection with Revisions Noted p SubmitJReturn Co pies ford Prints �As Requested ' d Rejected ❑For. ❑ For Review and CommentRevise and Resubmit 0 _ Comments: Please see the attached completed Truss Form as requested for the Fraser Residence#40371 as built screened in porch. Copy to: From:Zackery Nicholson Project Manager 160 MAIN STREET• SUIT 2E 0 • SAYVILLE, NEW YORK 1'1752 • 631 563 2130 telephone • 631 563 2135 facslmile • www.ns-arch.com 81E-d Z00/l00 d 9b6-1661Z695169 S10311H3 V NV1183A1IS NOIH3SIN3N-word wd60:60 9102-b0-U r_ ocALe __, _ , DESIGN LOAD CRITERIA PER 50. FT.: NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS N I L_I NG' SGHE:DULE: PER 2010 RESIDENTIAL CODE OF NEW YORK STATE PER 2010 RESIDENTIAL CODE OF NEW YORK STATE PER THE JN.P.G.M. 2001 T E3L_E: �.I SECTION R403.I.6 SECTION R303 LOCATION LIVE DEAD DEFLECTION JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH COMMON NAILS BOX NAILS FIRST FLOOR 40# 10# L/360 FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LESS THEN 8 '- 1 EXTERIORNAIILI GYII $S noon HEADERS ' MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 1 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. RAFTERS TO TOP PLATE(TOE-NAILED) (SEE TABLE 3 .4 A) (SE TABLE 3 .4 A) PER RAFTER SEC. FLR. 30# , 10# L/360 INCHES INTO MASONRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS CEILING JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE 3 .4 A) (SEE TABLE 3.4 A) PER JOIST NAILING SCHEDULE 'B': (AS PER WFGM 2001) �1 0f11 MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (VI TABLE 3 .q A) (SEE TABLE 3 .9 A) EACH LAP Roubr+oPENINb RE�IREr�Ts FOR oPENlr�s I�%l I%j/li NOTATION �, /1,1�� ATTIC 20# 10# L/240 INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) (SEE TABLE 3 .9 A) (SEE TABLE 3 .Q A) EACH LAP A s G P EOPENINS lra101.4 � 30# I5# L 240 AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3 .6 A) (SEE TABLE 3 .6 A) PER TIE ROOF / THE PLATE A5 PER 2010 RESIDENTIAL CODE OF NEW OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-1Od EACH END 4--00' 2 (I)2X4 I I 2 12 YORK STATE. BOLTS A MIN. 1/2" IN DIAMETER SHALL BE AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 RIM BOARD TO RAFTER(END-NAILED) 2-I6d 3-16d EACH END 6-0' 6 (2)2X4 OR(I)2X6 5 5 5 63 TYP.PROVIDE RAFTER TO SPACED 6' A5 PER TABLE 3.2A, TABLE 3.2B, AND THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE 0'0 10 (2)2X4 OR n)2X6 5 4 4 KING ATTAGHMENr rtHEN ��,�,,,,,,�,,, ��,����� 10'-0' (7)ZXb 4 4 4 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 12'-0" 12 (2)2X6 5 5 5 ` K N65 TO PLATESAND PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.7 TABLE 3.2C PER W.F.G.M. 2001 OPENABLE. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d I 2-I6d I PER FOOT NOTATIONS: 4. GLAZED AREAS SHALL NOT BE REQUIRED WHERE TOP PLATES ® INTERSECTIONS (FACE-NAILED) 4-I6d 5-I6d JOINTS-EACH SIDE A. OF 8D NAILS AT EACH END OF STRAPPIN65 STRUCTURAL MEMBER ALLOWABLE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION STUD TO STUD (FACE-NAILED) 2-I6d 2-I6d 24'O.G. B.NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) 1 If 1111011 G.NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER L = SPAN LENGTH, H - SPAN HEIGHT DEFLECTION NOTE: CLOTHES DRYERS EXHAUST REQUIRED SYSTEM ARE PROVIDED, WITH A MINIMUM VENTILATION HEADER TO HEADER (PAGE-NAILED) I6d I6d lb'OG.ALONG EDGES D.NJHEER OF IGD NAILS END-NAILED THROWN AD.IAGENT KING STUD F i �/' PER 2010 RESIDENTIAL CODE OF NEW YORK STATE RATE OF 50 CFM FOR INTERMITTENT VENTILATION OR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d 2-I6d PER 2 X 4 STUD END OF HEADER AT EACH SIDE 11111... 'RAFTERS HAVING SLOPES GREATER THAN 3-I6d 3-I6d PER 2 X 6 STUD E.MJMBER OF JACK STUDS AT EACH END OF HEADERS 3/12 WITH NO FINISHED CEILING ATTACHED SECTION M1502 20 GFM FOR CONTINUOUS VENTILATION. VENTILATED raSSUH�DouBLEHEovERs) 4-I6d 4-I6d PER 2 X 8 STUDJACKS AND KIN65 A5 L/180 AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY 12 12 F.NUMBER OF 1612 NAILS END-NAILED THROUGH ADJACENT JACK STUDS �, sHovav -DETAIL I LEFT TO RAFTERS 1. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST 2-16d ' 2-I6d ' PER FOOT TO END OF SILL(5)AT EACH SIDE(DOES NOT APPLY TO DOORS) ALL OTHER SYSTEMS. TO THE OUTSIDE. OR BLOCKING (FACE-NAILED) �� INTERIOR WALLS AND PARTITIONS H/180 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE FLOOR FRAMING w 1�1�1N170fN $ 1�OOR STJ�?�rPP/NG FLOORS AND PLASTERED CEILINGS L/360 MOISTURE AND TERMINATE TO THE OUTSIDE OF THE JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-Sd 4-IOd PER JOIST BUILDING. NOTE: EMERGENCY ESCAPE AND RESCUE EGRESSNOTE: ALL OTHER STRUCTURAL MEMBERS OPENINGS REQUIRED PER 2010 RESIDENTIAL GORE OF BRIDGING TO JOIST((TOE-NAILED) 2-8d 2-IOd EACH ENDTO L/240 3. EXHAUST DUCT TERMINATIONS SHALL BE IN BLOCKING To JOIST (TOE-NAILED) 2-8d 2-104 EACH END ALL STRAPPING AL NT 1-IC520( OILED STEEL OR 'SIMPSON'EQUIVALENT-GS2A(COILED STRAP) EXTERIOR WALLS WITH PLASTER OR ACCORDANCE WITH THE DRYER MANUFACTURER'S NEW YORK STATE SECTION 8310 BLOCKING TO SILL OAR TOP PLATE(TOE-NAILED) 3-I6d 4-16d EACH BLOCK (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SFEATIN6) H/360 INSTALLATION INSTRUCTIONS. LEDGER STRIP TO BEAM(FACE-NAILED) 3-I6d 4-I6d EACH JOIST STUCCO FINISH I. BASEMENTS WITH HABITABLE SPACE AND EVERY JOIST ON LEDGER T© BEAM (TOE-NAILED) 3-8d 3-10d _ PER JOIST EXTERIOR WALLS-WIND LOADS WITH L/240 4. SCREENS SHALL NOT BE INSTALLED AT DUCT SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE BAND JOIST TO JOIST(END-NAILED) 5-I6d 4-I6d PER JOIST BRITTLE FINISHES TERMINATION. EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d1 3-I6d PER FOOT EXTERIOR WALLS-WIND LOADS WITH L/120 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WIT BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.1 ROOF Sf-1'6ATf4 I G BEAM SPLICE i RAG TIE ACROSS BEAM SPLICE FLEXIBLE FINISHES SHEET-METAL SCREWS OR FASTENING MEANS WHICH SQ.FT. AND A GRADE FLOOR OF 5 SQ.FT.. (DESIGN BY OTHER EXTEND INTO THE DUCT. STRUCTURAL PANELS 8d 10d (SEE TABLE 3 .8) --SINGLE PORTAL SYSTEM 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL DIAGONAL BOARD SHEATHING l DOUBLE PORTAL SYSTEM MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE I" X 6" OR I" X 5" 2-8d 2-I0d PER SUPPORT ;^;, I;: BACKDRAFT DAMPER. _ __ � ;! PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.5 THE FLOOR. I" X 10" OR WIDER 5-8d 3-Lod PER SUPPORT ____ 1. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 1 L_I � .} ,�TH 1 :1 \i' • I a ----J USE LIVE LOAD 0.016 INCH-THICK RIGID METAL DUCTS, HAVING SMOOTH INCHES. / LSTA 5-�qP ' IN. -�' \ INTERIOR SURFACES WITH JOINTS RUNNING IN THE GYPSUM WALLBOARD 5d COOLERS 5d COOLERS -r° EDGE/ lo° FIELD '� '� AT BEAM TO 05� \ r HEADER SEE' PLAN y DIRECTION OF AIR FLOW. 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20LL Sf-IEET+-'111\C� \' 'N {a. /\ r EXTERIOR BALCONIES 60# S. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE INCHES. 1 L. � MIN. I6 4" MAX. 5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE STRUCTURAL PANELS 8d IOd (SEE TABLE 3 .9) /\' // DECKS 40# DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. FIBERBOARD PANELS \ / (3)-LTP4 AT SUPPORT /\ ' LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE 1/16" 6d - 3" EDGE/6" FIELD II I POST TO STRONG-RAL :� \ - 16' 4" MAX. PASSENGER VEHICLE GARAGES 50# LENGTH AND SHALL BE LISTED AND LABELED IN T 25/32 8d - 5" EDGE/6" FIELD -- ADJAGEN I GROUND ELEVATION SHALL HAVE A GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD i HEADER SUPPORT POST \ ACCORDANCE WITH UL 2158A. BULKHEAD ENCLOSURE WITH WELLS BEING A MINIMUM / I (DESIGN BY OTHERS?--.- '\/ �In ATTICS WITHOUT STORAGE 10# q• TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN HARDBOARD 8d Sd (SEE TABLE 3 .41) � , \� " CLEAR AREA OF Q SQ.FT.AND A MINIMUM HORIZONTAL PARTICLEBOARD PANELS 8d 8d (SEE TABLE 3 .Q) I r 1 I/ / ATTICS WITH LIMITED STORAGE 20# CONSTRUCTION. PROJECTION AND WIDTH OF 36" A5 PER SECTION 310.3 DIAGONAL BOARD SHEATHING COLUMN BASE ', �� , \-11 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER -�. EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE I" X 6" OR I" X 8" 2-8d 2-IOd PER SUPPORT \\I1 I (DESIGN BY OTHERS)N :- ' ,_ ROOMS OTHER THAN SLEEPING ROOMS 40# I" x 10' OR WIDER 5-8d 3-IOd PER SUPPORT , ' , �- DRYER LOCATION TO THE WALL OR ROOF TERMINATION. NOTE: WIND DESIGN PRESSURE FOR EXTERIOR WINDOWS, SLEEPING ROOMS 30# II. THE MAXIMUM LENGTH OF THE DUCT SHALL BE GLASS DOORS AND ANCHORING PER 2010 RESIDENTIAL L_GOR SHEATH _ REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 STRUCTURAL PANELS - _ I 40# :; CODE OF NEW YORK STATE SECTION R6I3 I" OR LE55 Sd IOd 6' EDGE/ 12" FIELD --- STAIRS FEET FOR EACH q0-DEGREE SEND. GREATER THAN I" Lod I6d 6" EDGE/6" FIELD 12. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES I. EXTERIOR WINDOWS, GLASS DOORS AND ANCHORING DIAGONAL BOARD SHEATHING _,._:. GUARDRAILS AND HANDRAILS 200# NOT INCLUDE THE TRANSITION DUCT. SHALL BE DESIGNED TO RESIST THE DESIGN WIND I" X 6" OR I" X 8" 23-Sd 2-10d PER SUPPORT .5/N LLB $ VOUBLff PORTAL A55BMBLY LOADS SPECIFIED IN TABLE R301.2(2) AND IS TO BE I X 10 OR WIDER 3-Sd 3-IOd PER SUPPORT MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE ADJUSTED FOR HEIGHT AND EXPOSURE WITH TABLE I. NAILING TO OBTAIN HI6FERA51-EAR CAPACITIES,SHEATHING AIL REQUIREMENTS FOR STRUCTURAL PANELIF WADU�THOR AL NAILED CO�ON-CENTER AS�R PAWL (SIMPSON STRONG-TIE LSTA) FOOT OF HORIZONTAL PROJECTION NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 8301.2(3). PER 2010 RESIDENTIAL CODE OF NEW YORK 2. )N vim,- ;NINSIISA'GONTiN LC7ADOVER GOM�GTED MEMBERS,THE IAEA/LAM?NJMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I I6d NAIL PER FOOT. I. INSTALL HEADER STRAPPING ® EACH END AS REQ'D PER THE WFGM 2001 TABLE 3.5 . PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.6 PER 2010 RESIDENTIAL CODE OF NEW YORK STATE STATE SECTION R30I 3. ALL TABLES ARE REFERENCED TO THE WOOD FRAME CONSTRUCTION MAN)AL.2001 EDITION SECTION 8301.2.1.2 TRIBUTARY LOADED NOTE: FLOOR SYSTEMS PER W.F.C.M. 2001 SBC SECTION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF SOUTHOLD AREA IN SQUARE FEET FOR WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS NOTE: ASPHALT SHINGLE INSTALLATION PER 2010 2.1.3.2 ROOF SLOPE ANY STRUCTURAL MEMBER OF 7/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE RESIDENTIAL GODS OF NEW YORK STATE SECTION 8105 I. FLOOR CANTILEVERS AND SETBACKS SHALL NOT PER 2010 RESIDENTIAL GODS OF NEW YORK STATE TABLE 8301.2 (I) 0 TO 201 TO OVER PERMITTED FOR GLAZED OPENING PROTECTION IN ONE EXCEED THE DEPTH, d, OF THE JOIST FOR LUMBER GROUND ' WIND SEISMIC SUBJECT TO DAMAGE FROM '�2 ICE SHIELD UNDERLAYMENT h I. ASPHALT SHINGLES SHALL BE FASTENED TOA JOIST SUPPORTING LOAD BEARING WALLS AND SHALL SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE REQUIRED FLOOD HAZARDS 4" 200 600 600 - AND TWO - STORY BUILDINGS. PANELS SHALL BE SOLIDLY SHEATHED DECK. NOT EXCEED L/4 FOR LUMBER JOIST SUPORTING LOAD MPH ° CRITERIA g DEPTH FLAT OR RISE LESS THAN PER FT. PRECUT AND LABELED WITH IT'S LOCATION OF USE, 2. ASPHALT SHINGLES SHALL BE INSTALLED ON A ROOF 20 lb 12 WITH ATTACHMENT HARDWARE PROVIDED AS PER 2010 NON-LOADBEARING WALLS NON SHEARWALLS. MODERATE TO (1:3) SLOPE OF (2:12) UNITS OR GREATER. 20 P5F 120 MPH C SEVERE 3 FT. �, OPTIONAL SEE PLANS EXAMINER RESIDENTIAL CODE OF NEW YORK STATE TABLE 3. UNDERLAYMENT SHALL BE APPLIED SHINGLE _ RISE 4" APER FT. (1:3) TO LE55 I6 14 12 8301.2.1.2, OR SHALL BE DESIGNED TO RESIST THE FASHION, PARALLEL TO AND STARTING FROM THE EAVE HEADERS (2) 2x6 (2) 2x8 (2) 2x10 (2) 2xI2 THAN 12 PER FT. (I:I) COMPONENTS AND CLADDING LOADS DETERMINED IN AND LAPPED 2 INCHES AND FASTENED SUFFICIENTLY ACCORDANCE WITH THE PROVISIONS OF THE BUILDING SUPPORTING: CAN SPAN: 815E 12" PER FT. (I:I) AND 12 12 12 CODE OF NEW YORK STATE. TO HOLD IN PLACE. ROOF ONLY 4' to 6' 6' to 5' 8' to 10' 10' to 12' STORMV4ATER RETENTION GAL.GULATI ONS GREATER 4. END LAPS SHALL BE OFFSET BY 6 FT. 5. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH I STORY 4' 4' to 6' 6' to 8' 8' to 10' USE MATERIAL AREA (5.F)X RUNOFF COEF = EQUIV.. DRAIN DESIGN X DESIGN RAINFALL = DESIGN VOL. (G.F) WIND-BORNE DEBRIS PROTECTION FASTENING WINDS GREATER THAN 110 MPH. SHALL BE SECURED 2 STORIES - - 4' to 6' 6' to 5' ROOFING/ ASPHALT 36/0 S.F. X 1.0 X 0.16 = 578 AREA I G.F. STORAGE REQUIRED =578 TIE INTO EXISTING STORM DRAINAGE NOTE: GARAGE FIRE SEPARATION WITH CORROSION-RESISTANT FASTENERS IN STONE SHINGLE/ STORAGE CAPACITY OF 8'DIA. RING =42.24 SYSTEM SCHEDULE FOR WOOD STRUCTURAL PANELS PER 2010 RESIDENTIAL CODE OF NEW YORK STATE NOTES: PATIOS LUESTONE PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.2.12 A FASTENERS A WITH MANE. INSTALLATION INSTRUCTIONS. - FOR SPANS OVER 4' WIDE, HEADER REQUIRES 2" MIN. ELLGTRICAL AREA I V.F OF STORAGE REQUIRED =13.7 V.F. SECTION R30a FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP SOLID BEARING AT EACH END DOWN TO FLOOR OR JNSPF..CT7��1 P:r'T!' RA�,�-^ FASTENER FASTENER SPACING NOT FARTHER THAN 36 INCHES APART ON CENTER. BOTTOM PLATE. I , �, 4 FOOT 6 FOOT I. WALLS AND CEILING SHALL HAVE 3/4 HOUR FIRE 6. UNDERLAYMENT SHALL BE DOUBLE FOR ROOF - 1/2" PLYWOOD SPACERS ARE USED WITH 2x MEMBERS a JJ/ bnQ-k TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN RESISTANCE RATING. 7 1 < 4 FOOT < 6 FOOT < 8 FOOT SLOPES (2:12) TO (4:12). TO MATCH 2x4 OR 2x6 STUD WIDTH. COMPLY WITH AL CODES OF aeon 2. ONE LAYER 5/8 TYPE X ON GARAGE SIDE-ONE 1. FASTENERS FOR ASPHALT SHINGLES SHALL BE - HEADERS TO COMPLY WITH TABLES 3.22A AND 3.22B NEW YORK STATE C_ � COWN CODES 2-1/2 #6 16" 12" q" LAYER 1/2" TYPE X ON OTHER SIDE. GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR OF WFGM 200'I AS REQUIRED AND CONDITIONS OF Iia �� WOOD SCREWS 3. LIVING SPACE ABOVE THE GARAGE, THE SEPARATION COPPER ROOFING NAILS, MIN. 12 GAGE SHANK WI TH A I 2-1/2" #5 „ SHALL BE PROTECTED BY NOT LESS THAN 5/8" TYPE X MIN. 3/8" DIAMETER HEAD, ASTMFI661, OF A LENGTH TO -, �- �. (ay.re e HOOD SCREWS I6 16" 12" DRYWALL. PENETRATE THROUGH THE ROOFING MATERIALS AND A APPROVED AS NOTED ED A. THIS TABLE 15 BASED ON 130 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. 4. OPENING BETWEEN GARAGE AND RESIDENCE SHALL MINIMUM OF 3/4" INTO THE ROOF SHEATHING. DATE: ' -.P.# I 71. �: S B. FASTENERS SHALL BE INSTALLED OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL BE EQUIPPED WITH A 45 MINUTES FIRE RATED DOOR I 8. ASPHALT SHINGLES SHALL HAVE A MINIMUM OF 51X G. NAILS SHOULD BE IOd COMMON OR 12d BOX NAILS FEE:. ,� r cBY:�. WI D. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,'THEY SHALL BE ATTACHED UTILIZING ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. FASTENERS PER SHINGLE FOR WIND ZONES OF 110 MPH NOTIFY BUILDING DEPAFTM4; AT ---- -' VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 440 POUNDS. RETAIN STORM WATER RUNOFF SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: AND GREATER A5 PER 2010 RESIDENTIAL CODE OF 765-1802 8 AM TO 4 PM FOR THE PURSUANT TO CHAPTER 236 �,coRED Aye, DATE: DESCRIPTION: CODE COMPLIA/10E FOLLOWING C�` •.' a 4/6 y,�` 12/04/15 AS BUILT PERMIT lt NEW YORK STATE 8301.2(4) OR SAVE 15 20 FEET OR 1 FOUNDATION - T�°INSPECTIONS:��u,^ D OCCUPANCY OR OF THE TOWN CODE. �, ' E.T� USE IS UNLAWFUL * `,:# HIGHER ABOVE GRADE. FOR POURED cc t,,,L It ra 2. ROUGH - FRAM,NG & PLUMBING 5: 3. INSULATIC" WITHOUT CERTIFICATE _-. 4. FINAL - CONSTRUO'i ICN MUST 9], ,.029086 Q� BE CC'?��rl_ET� F"^.i C O. OFOCCUPANCY \ OF NES y� CAD FILE NAME: fir �,T., -._.��- ALL C3N. RUC-i-I SI-I LL MEET THE 15-1846_PLA/`J-ELE.V YORK STATE. NOT ;ESPONSfBLE FOR PROJECT TITLE: DATE: NSA PROJECT *: N e m s c h i c k Silverman Architects P.C. DESIGN OR CONSTRUCTION ERRORS. FRA/'ER RUIDE/10E 12/04/15 15_1846 "...the business of ARCHITECTURE." RD r-R--AL-- -n-R=REJI _ 15565 MAO BAYVIEW •-• f OUTHOLD, /1Y 11971 SCALE: DRAWING NO.: 33105 Main Road, Cutchogue, New York 11935 - -- Al/1OTLD Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Civs...0 1 hitt p://www_n s-arch _co m 0 COPYRGHT 2015 IfMSCHCK SILVERMAN ARCHTECTS P.C. 1000 88 02 17.5 ZE/1 I__________ _ �. LOT (V.4CAN7, SURVEY INFORMATION TAKEN /> > ) � i FROM SURVEY PREPARED BY S 11)?, 0 F I ) V/ �Y / / I Y JOHN T. METZGER, 1 A YV7� DATED NOV. 12 2004 A ,11' s W /�-� 8 3�„E ______ 7 ' IN 0 // , ” i / /S 0 (// 1 1 ___ -7 a / / 11 / // ____ - VAC �No?/ ,__ N T i F C I U N T Y N Y ,- S ( l 111 i .2 - 9 / SID �__ �' RICHT OF -X9.40' 5.790 SUFFOLK COUNTY TAX ' / yy�Y _�_ s2 3S„E. ___92.31, 1000 — 88 — 02 — P/O 17. 5 / / ----7 , ,p A. , , 0 r-----____ /,rvk & / i --_---__--_--___ , — • / ---__ / " CERTIFIED TO: 4 / % Lo C, // SUZANNE SULLIVAN FRA SER / T , LAWYERS TITLE INSURANCE CORP 65."4 / \ AMERICAN HOME MORTGAGE �� �1 // / \ ' /, / , $ / /00°` p / ,/' /1 ,,5Y /\gf / (S' ' / zV / / tip / , 1 ��� / / / �ti / n s(;) / i t / / pin / / / - / / %e• m� / o / , gyp, 1 /1 \ / / r�4 � - / / / / '` X30 X04 -�Pc7R H/ ' / / / / Afits.s�6 �� 261 sir / • , EDGE OF fir �� •• <- / AttLAN,55 . . / / 4 tif •V •V •V •V • ��u� 40, �h POND / O/ COQBLE5TOREDRIVEWAY dg, / . `//ss i • . / -,._ , , 4, ,, s 4' .1, .1, .1, .1, .1, lI� , ,._ \.\_ ?s!g, v, / \` \, /A: NI/ Ni/ Ni, W '4\- / ________--- i'"- 3t,•- • Y 3 ' �,� ��' ' 4.4 c07'Ss ��, \` \-J ��� / rte"? �,6 4 ti _ / / _ / Ni, •l/ •I/ •V •l/ •l/ •i/ •1 •,....,... / . , / / 180.36, - - / .I/ .I. .i. \i/ •V .I/ .I/ • / / ••••-_, ... /1 •i/ •1/ . •l/ •l/ \•I/ .I. 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FRA,J'ER RUIDENCE 12/04/15 151846 "...the business of ARCHITECTURE." _ _ K 15565 MAIN PJ�YVIEW RD --1 _...-- - ---................ _.._...----.. _. --- SCALE: DRAWING NO.: 17 P IIMMID 1 _ a U 11-_ - 1 ,J'OUTHOLD, NY 11971 33105 Main Road, Cutchogue, New'York 11935 r"---R_Ai .. j _..........._ NOTE D DISTRICT: SECTION: BLOCK LOT: DRAWN BY: Phone : 631-734-7007 Fax : 631-734-7347 h tt IP://WWW.n s-arch .co m 0 COPYRIGHT 2015 NEMSCHICK SLVERMAN ARCHFTECTS P.C. 1000 88 02 17.5 ZEN II � 1.4111) z, N I 1 J I ki ii_ , , i ______,_ „____,. , , ._____ . , . r ,a ts- A _ A rM !i II f, 1 I; it II II l �7 H ! i. 1 II ii Iit h I I!I II l; , it (3)2x11 GLUE LAM GIRDERS WITH i” __ PAINTED WOOD CLADDING ON EXTERIOR _ (3)2x11 GLUE LAM GIRDERS WITH i" Allil.11,- -.dill=� — PAINTED WOOD CLADDING ON EXTERIOR 6X6 POSTS TY ( ( I I \P. 6X6 POSTS TYP III I - LL BASEMENT GARAGE DOOR m EXI5T// 6 EA 5 T EL E J( A /®/0 1'WIDE STONE RETAINING WALL SCALE= 1/4"= I'-O" f• k- \ \ 4•0 .-11 .1.11MMINMIlillININMIIMIIIIONIIIMIMMI MUDROOM / LAUNDRY KITCHEN - _ / \ _ I I ISI y_ II II 4 �O° 2'-5" 2'-5" 1, 7'-9" j(11-131, 8'-0" GARAGE ... ,. �/ r ✓/6" 23'-O" ,`L6„ EXIST. (Z__ ) r-- 4Zii EXIST. PORCH SCREENED PORCH 4 ❑ ❑ b d a h d -� 1--. ) I4'--7" �e H✓AG UNITS v `. C -) _ � ____ .: • \ / 24'-4" / 15'-1" / 8'-6" / I, 15'-6" ' / I '-O" /I'-lO"/ a T/AL T/N T PAR SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: SCALE= 1/4"_ l'-O" . �`'��R�' N 9c'S� 12/04/15 ASB T lO RMIT PARTIAL E I/1G F�,/T ELEVATIO/I I HIDE STONE RETAINING HALL ��' •" ! s� '� \ PARTIAL ENING FIRE T FLOOR PLAN e �` L* Y 4).4_; ;I' �;'' ' o 436KA ...-,0..c. CAD FILE NAME: (......." ---'"1"441111141411 F �Ci F N E� 15-1846_PLA/y/=ECFV PROJECT TITLE: DATE: NSA PROJECT *: Nemschick Silverman Architects P.C. FRAj R R /IP P10E 12/04/15 151846 "...the business of ARCHITECTURE." RD `�� Aje-a-n--- ifi-uptieisfc . - - SCALE DRAWING NO- 135 5 MAI/ P�AYVIEW....... ', � ,/'OUTI�OLD, NY 11971 33105 Main Road, Cutchogue, New York 11935 ,' _..... __._.-......_ ---._... _ --- Af NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: --L up http://www.ns-arch .cc)m pp ®COPYRIGHT 2015 NEMSCHCK SLVEMVAN ARCHITECTS P.C. 1000 88 O2 17.5 ZEN r ____ _ L _______ EXISTING BASEMENT FOUNDATION WALL BASEMENT GARAGE DOOR (3)2x10 GIRDERS I v igo i� � o 'TE (3)2x11 GLUE LAM GIRDERS / 6X6 POSTS TYP ; p i N `I ram (3)2x11 GLIDE LAM GIRDERS YJ EXISTING FOOTINGS TYP. EXISTING RETAINING NALL \I\ -----------_________________________,v, I ' I " COFVNA T/ N/ FL FIRM/NN PLAN SCALE = 1/4" = I'-O" 2X8 RAFTERS® 16"O.G. 2X4 5W5N\ \--0 2X10 JOISTS 2X12 LEDGER BOARD 7:, (3)2x11 GLUE LAM GIRDERS ''` 1 - •--------'--.--.-------il: 6X6 POSTS TYP — :,: I L ,' ♦ - N. -- ••,• (3)2X10 GIRDER m m m . ,_ . -�— EXISTING FOUNDATION \ 1 6"DIA. FOOTINGS lb Pil • . / - a94100 ES 5EC Ti N , E METAL FLASHING OVER TOP 5CALE= 1/4"= /'-O" OF GIRDER EXTENSIONS n II I I (3)2x11 GLUE LAM GIRDERS I — 6X6 PO5T5 TYP. SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: TIAL __._ _ _ ��(� � ARL, DATE: DESCRIPTIONFAR EX/5 T/NN NI TH ELEVA TI®N ��N� W NE'6,s 6, 12/04/15 AS BUILT PERMIT FOUNDATION/ FLOOR FRAMI/1G PLA/`I (12) Qr� I,,,i .• T�� PARTIAL E. ING NORT ELVATIOI1 SCALE= l/4"= 1'-O" * 'y' t. ' a ' „/'ECTION DETAIL A.-) \\"F .'` Q'36,,04•11 4' CAD FILE NAME: a `F N E`N� 15-1846_PLA/`J--ELEV PROJECT TITLE: DATE: NSA PROJECT *: Nemschick Silverman Architects P.C. _ FRAf ER RFTJ'IDENCE 12/04/15 15_1846 "...the business of ARCHITECTURE." RD 1U` :Ax--L--------TziRtjra - �_ji°11.1:72•CMIX:i1LA f OUTO D,�X97SCALE: DRAWING NO.: 15565'�� NOTE 33105 Main Road, Cutchogue, New York 11935 - - Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: D AW . i 2 http://www.ris-arch .com 0 COPYRIGHT 2015 NEMSCMCK SLVERMAN ARCHITECTS P.C. 1000 88 02 17.5 ZEIN