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HomeMy WebLinkAbout38811-Z Town of Southold Annex 7/28/2014 P.O.Box 1179 54375 Main Road 'i:+ W Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37044 Date: 7/28/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 285 Emory Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 103.4-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/15/2014 pursuant to which Building Permit No. 38811 dated 4/25/2014 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 AND ALTERATIONS INCLUDING A SCREENED PORCH AND LANDING TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Schenkel,Thomas&Schenkel,Regina (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38811 05-12-2014 PLUMBERS CERTIFICATION DATED u oriz Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 1bhek-a' ' 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#: 38811 Date: 4/25/2014 Permission is hereby granted to: Schenkel, Thomas & Schenkel, Regina 6 Prescott St Garden City, NY 11530 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 285 Emory Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-4-38 Pursuant to application dated 4/15/2014 and approved by the Building Inspector. To expire on 10/25/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $338.00 CO -ALTERATION TO DWELLING $50.00 Total: $388.00 uildi g Inspec or 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 ofproperty with accurate location ofall buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. ofwater supply and sewerage-disposal(S-9 form). 3. Approval ofelectrical installation from Board ofFire 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 ofCode Compliance from architect or engineer responsible far the building. 6. Submit Planning Board Approval ofcompleted 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 ofproperty 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.Ifa Certificate ofOccupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate ofOccupancy-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 ofOccupancy on Pre-existing Building- $100.00 3. Copy ofCertificate ofOccupancy- $.25 4. Updated Certificate ofOccupancy- $50.00 5. Temporary Certificate ofOccupancy-Residential$15.00,Commercial$15.00 Date. �'a New Construction: Old or Pre-existing Building: /� (check one) Location ofProperty: -5- /'2 C/v d House No. Street Hamlet Owner or Owners ofProperty: Sc /V/ Suffolk County Tax Map No 1000, Section 103 Block Lot 1,58- Subdivision 8Subdivision Filed Map. Lot: Permit No. Date ofPermit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request far: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ j Applicant e pF SO!/lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.riche rt(CD-town.southoId.ny.us Southold,NY 11971-0959 �1�� �O �OUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Schenkel Address: 285 Emory Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 38811 Section: 103 Block: 4 Lot: 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: East County Electric License No: 1005-me 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 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures �] TVSS Other Equipment: AS BUILT---ELECTRICAL SURVEY---SUN ROOM, 3-paddle fans. -------no visual defects---- Notes: Inspector Signature: Date: May 12 2014 81-Cert Electrical Compliance Form.xls pF SO(/l�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,[ ,ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ?/ INSPECTOR l ��pF SOUT�,o TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ljpgdLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 3 INSPECTOR SHERMAN ENGINEERING &CONSULTING, P.G. 5015 COTTON VALLEY CHRISTIANSTED VI 00820 x z 631-831.3872 y ✓,` MATT@SHERMANEC.COM July 14, 2014 Shenkel 285 Emory Road Cutchogue, NY Re: Screen Room & Porch Construction. To Whom It May Concern:; This letter is to certify that construction of the attached screen room and porch at the Shenkel property, located at 285 Emory Road in Cutchogue was completed in substantial compliance with the plans and specification prepared by Nancy Dwyer Design Consulting, Inc.titled "Shenkel Residence"and dated May 18, 2011. This certification is based upon on-site inspections by representatives of Sherman Engineering & Consulting, P.C. in conjunction with photographs taken during and after construction. This includes footing depth and construction, girders, joists, ledgers, connections, wall and roof framing. Photographs can be provided upon request. Please contact me to discuss if you have questions or concerns. Thank you for your time and attention to this matter. Very t yo , Mat hew Sherman, P.E. Sherman Engineering& Consulting, P.C. OV NEw r . N,JAq,��� Ct�� S 1` QLU k � �d 08356 F11 JUL fwv,ir, of n 1' 1 1 0 • l i • I 1: ---------- ROUGH FRAMINQ PLUMING INSUL,ATION STATE ENERGY CODE on I si �►. .�../u i';ice_.� �-,/L_ WA 0 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form " N.Y.S.D.E.C. Trustees Flood Permit Examined J 20 Storm-Water Assessment Form / Contact: Approved 20 - Mail to: Y1 GC/ e� Disapproved a/c APR 5 20 Phone: � Expiration 920 BLDG. PL TOWN OF S UTNOLQ APPLICATION FOR BUILDING PERMIT Date 1-,:)- 20 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 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 inthe�interim,the Building Inspector,ml ay authorize, in writing,the extension ofthe:p€rmit for an addition six months. Thereafter,anew 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 Southob , Suffolk.Countx,New,York, and other applicable;Laws,Ordinances or Regulations,for the construction of buildings, additions, or altergjgns 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 inspection's. ``(Sighat6e of applicant or name;if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Die S, *t -Qit'y Name of owner of premises S'n"k-lulc-Ue (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 one: House'Number Street Hamlet County Tax Map No. 1000 Section ( Block Lot 34" Subdivision Filed Map No. Lot 2. ;State existing use and occupancy of premises and intended use an% occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check whichhapplicable :New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front f Rear — Depth Height / ( a° ��� Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of FormerOwner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,,ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO v� Will excess fill be removed from premises?YES NO� 14. Names of Owner of premises, , ,,-�t�!r 1; Address _ hone No. Name of Architect �,�� ,r _Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within-100 feet of a tidal wetland ora freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. P8 SMA MAY REQUIRED. b. Is this property within 3'00 feet of a`tidal wetland? * YES NO * 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 II ) T being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing co act)above named, CONME D.BUNCH Notary Public,State of New York (S)He is the /J,2 ,S No.01SU61e,050 (Contractor,Agent,Corporate Officer, etc.) Commission Expires April 14,2_ 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 belief, and that the work will be performed in the manner set forth in the application filed therewith. S o before me thi day of 20 Notary Public I Sign tura of App nt SO!/r ► Tdwa Hail Annex j� � Tele(631J 765-1802- SMS Main Road u P.O..B=1179 moor, �dieif[dMEMAY.us Sou&&&NY 11971.0959 BUIIDM DEPAII'I1 FNr - TOWN OF SOU MLID APPLICATION FOR ELECTRICAL INSPECTION R EQUESTED BY: p-v C.6 Q 'Cr Date: - nX Name: — C-p v v\ \ _ '- 1 G C 1 +(� 00 Pf�one No.: CD ( —7 t67 S Cj JOBSITE INFORMATION: (*Indicates required information) *Addr+ess: O r c o E *Cross Street: *Phone No.: Pewit No.: 8 1 Tax Map.District: .1000 Section: (� Bloch Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly ; .(Please Chide All"at Apply) *Is job ready for inspection: YEW NQ Rough Ing Final *Db you need a Temp Certificate: YES/ NO Temp-information(if needed) - 5 `f *Service Size: 1 Phase. 3Phase 400 -150 . 200 300 350- 400 Other / *New Service: Re-connect Underground Number of Meters Change of Service overhead �`l r Additional"Information: PAYMENT DUE WITH-APPLICATION v FFQ Scott A. Russell 6-°SUJames A. Richter, R.A. SUPERVISOR ' Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 1 `'C 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 �' Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: v�CNL/l1IL fiL/� NAME: cSsG� I ADDRESS: o��y9 4!!�� O/Z /Z,�>_ ADDRESS: tar S— Telephone Number: Ae Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x I I"Envelope&Appropriate Postage. DATE: PropertX Address/ Location o Construction Work: SCTM *: 1000 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work, A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed S mwater i Checklist. If No or NA are Indicated, Justification is Required. 4vd: * O N 1 ER1NG DEPARTMENT USE ONLYReviewed Date:4 fi 'Additional Information Required: 11 d�S01FQCHAPTER 236 • STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST o DATE: jpml 2 Z U APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) NAME: DLyy 414_ 4sr-Gt eh kL_ O 1 S C T M .#- 1000 /o6 Telephone Number: District Section Blo k Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum z Intervals) g. Location of all existing& proposed structures, roads, 5 hown — di o/ /lof ad �e,,us�� Shc driveways, sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. PaoL j. Location of proposed Soil Stockpile Area(s). Golos gUG pJ G+gA4 rteirr k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). Co 5 UGT Otil C AA L M. Location of all proposed erosion&sediment control measures. APPRGVAL OFSTORMWATIEW"4"rMEN IF 2. Stormwater Management Control Plan must include Calculations showing (L PLAN -TqWn Co-dep"r Z36 that the stormwater improvements are sized to capture,store,and infiltrate ,Z Dates on-site the run-off from all impervious surfaces generated by a two V)inch E rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: DRAINAGE INSPFrTIONS ARF Prrill?r a. Erosion&Sediment Controls. ng � ` :u0 before b. Construction Entrance&Site Access. ` l_ " c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) tsgakhft,bkFr6V1d4 li , a i `t d. Leaching Structures (e.g.infiltration basins,swales,etc.) awifibWa—mage has beieffildhilledQ o FORM * SWCP Check List -TOS JAN 2014 B 10 : SS FROM = FIRST AMER . TITLE INS . ID : 15167276739 PAGE 3/3 EMORY (So') MAD 2" 4voriLm COAG Flow i 119" MOVAI NAli � 3 80' E 100.000 Dim La L I law � U 'kROSION MOMENT CONTROLS CM crftc holll include but not bt limited to: 4 7 A well maintained Construction Entrance, A " ' Wire Backed Silt Fencing,stabilization& Seeding of exposed and/or inactive soik. Ur ju b j�t •u. ova a Z rnoo cmcaa ' �► fa z as ooh i E Its, 11�s S 79'IJ. W r / Lar u,,.�, t00.oa' �•.n•••w �AQ� �01''`' t � ,Vlii rcf xi coY x �l 7 � • )0 S.F. OR .46 ACRES V AL WU MW G Aaa noV TO WS A+*'Y IS A WaA MW Of s>tICEW nor wt NOW "W 5TA 7r MCA MW UW Mi" Or THIS Stwwr 44wo We wo di"ww'8 mftlsw SEAQ svAu mor or moswen rosE'A VAUO TRMC ta014 AMAOMS WVC4nV wtRta►SMACL RW PaS&V soa w•a. SM"a ANDSARfa AND W ws e0"V TO THE nME CorPANr aoWWwpvr 4 A46MCY AND LgNOINC WSn7trft" X ILW TO 1W AB.Sydw= yr Thr Lagm ffiaw r w amaAN;=ARE Aar nrA#PvE uL r "=r"490N S SNeoI H04E0 4 iRdn M�/'ROpf�P11't�rCS 1U >kl Si fAC !R!`S ARt/i0R A SAPCIIG AVRAW Alm La Mt7WOV TAT'ARt 1 Tn VwC1vr a IJIOpE7P7Y IJNES OR 717 GMAC' C�eC�Ow Or�ivCtS. AQO/AIjN,K STRlJCTT/R�QR AM QT R A&ROrEWSVTZ glow WIV AAQfAC� S1RiiC�LRd'S REGG4QED dR k*KCM0C0 ARP mor CwRwuo ww=Pr =Aar,E1,tmr av 7W MOWS=Ar TNC nm.V Or SLIeW10 t AvA&A" 0 OCIL wAmw O M+AwwAt swwioS1S7& p 04VAnOwOAYM- OT M1t SHORES CERTIFIED 1`0: ►MES J.—& M. 10. 7960 AS X3221 FALL 14; FIRST AMERICAN ME INSURANCE CC � • AST curcr+ocu� o )IJNM NEW YORK .— '..`�•••• . 00, Laaa Surong opo DaatRa oil, Calvertori, Now York I 1 m =ALL- 10`+30' DATA APR. 2,1998 (Sid) 727--6127 • K. &- 1L tIC W& 60287 •1r+{��WI�� U. Www d i�►.�f �, R..�...� • 5CHENKEL RE51DENCE N79°1 3'50"- 100.0' — z O w w IL o N Iw— z N p U� O (n Q Z o ROOF GUTTER 0 N Z APPROX. LOCATION o LU Q } OF EXISTING POOL p p �p 0 — LEADER Z CREEN v ORCH o S m EXTENSION w OO > m O L O LU UNEXCAVATED J z SOIL GRADE p LU C) c� SHED t- EXISTING \ \ \ w N O FENCE NOT SHOWN 51TE PLAN I O'-O" MIN SCALE: - i,-0, PRECAST I — 16 DRYWELL �/ N LO SCTM: 1000-103-4-38 W Cv Information taken from LEADER ELEVATION /SECTION W W m survey prepared by APPROX. LOCATION Kenneth M. Woychuk, Land Surveyor Not to Scale (L z OF DRYWELL Galverton, New York _ dated April 2, 1998 z — z � q PROPERTY AREAS: z W EXISTING SUNROOM - �� %I—a-6° Existing Lot area: 20,000sq.ft. O CONSTRUCTED 2012 a Area of Construction Includes: z 4-8 z � Green ForcO sq.ft. � Extent of Construction * Land Disturbance: +/-400 sq.ft. z "� RUN OFF CALCULATIONS: O (J) EXISTING DECK Area affected by construction: 4255q.ft. (Includes screen room, valleys and partial z 0 Ngaragge roof area) O ------ _.__ x . 197 x 7.5 = 532 gallons (, - --- ---- Requires an 8'-0" 0 x 2'-0" deep drywel� x 0 DRAINAGE INSPECTIONS ARE REQUIRED 25-° Contact TOS Engineering at 765-1560 before 1 EXTENT OF CONSTRUCTION EXISTING HOUSE ! ! Backfill,OR Provide Engineer's Certification WAS CONTAINED TO WITHIN THESE ! i! APPROXIMATE AREAS OUTLINED. that the drainage has been installed to Code. I I � TO THE BEST OF MY KNOWLEDGE, EXISTING i THE SITE WAS PROTECTED U GARAGE._. I ACCORDINGLY FOR CONSTRUCTION ' i.-. �at�ti0'UAtL OF s ©ltEVllaIAI�ER Pttt ► 4Ul.El�(� 1 ! DEBRIS AND WITHOUT RUNOFF OR CONT OLP N -T n Code -------__ _. L._._._.__._._._. STOKMWATEK FLOWING TO STREET Date: �Z 6 z N 4 4„ OR ADJACENT PROPERTIES. Approved by: LO W Z EROSION 8�5 IMENT CONTROLS J Cf) o EXISTING STONE Shall include but not be limited to: (� DRIVEWAY A well maintained Construction Entrance, 0N TO REMAIN Wire Backed Silt Fencing,stabilization & U O } w Seeding of exposed and/or inactive soils. z U z o Q z z o ° — o LU lC) N79'1 3150"- 100.01 PAGE: EMORY ROAD 51te, 511ENKEL RE51DENCE 0 LU APP OV D AS NOTED o 0 T o- > z c0 p DATE: J B.P. FEE Y: NOTI BUILDING EPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE z FOLLOWING INSPEC ONS: Q LU 1. FOUNDATION - T REQUIRED o n m FOR POURED CON RETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUC ON MUST BE COMPLETE FOR 0. ALL CONSTRUCTION S LL MEET THE "' � ASHPALT ROOF SHINGLE TO MATCH EXISTING,WITH REQUIREMENTS OF THE ODES OF NEWLU m OVER g" CDX YORK STATE. NOT RES NSIBLE FOR 0 15# FELT O PLYWOOD V ICE 4 WEATHER DESIGN OR CONSTRUCT N ERRORS. O W z SHEILD @ PERIMETERS VALLEYS 2"X 10" RIDGE; 0 J w 0 PROVIDE C520 O z 0 5 r 2 CONNECTORS (TYP.)\6 00. R-30 IN ULA ION OGCUPAN Y CR W = 0 � ��BEq�B FASCIA 4 VENTED s6;IS UN AWFUL. U 0 U U ® _ 2 2- 2"X G" C.T. BOLTED O �' MATCH EXISTINGtokirrIj FICATE THROUGH 4 EXPOSED ERTI OF Occup cY I X 2 SCREEN STOP 3- 2"X 8" HEADERA13OVE ALL SCREEN PANELS — SCREEN ROOM ; RETAIN STORM ATER RUNOFF N PURSUANT TO C APTER 236 ,� N O N fXisnNG ANDERSEN TILT WASH OF THE TOWN CO E. W W m WINDOW SCREENS; SIZES I Q_ z U 2"X 4"STUD FRAME KNEE AS INDICATED ON PIANS rr—nn • WALL w/WOOD CAP RAIL;L I V AZEK RAISED PANEL DETAIL z z ON B071-I SIDES z Ili 5i X G" DECKING nO _ L./ z z U — BACK ELEVATION PARTIAL SECTION = � SCALE: �" — I '-O" SCALE: 4" = I '-O" CONIFL`f %r�+I 7 R ALL CODES OF s 4 — —, z N ® NEW YOF.K STATE & TOWN CODES O 0 AS REQUIRED 12U x cnl ITunl n 7OWN ZBA m WINDOW HEADER — snl_ilunl n TOWN phANNIN�BOARD SOUTHOLD TOWN TRUSTEES U ® z � SECOND FLOOR LO LSA CEILING HEIGHTW z U U NZ OLl z Q U z FLOOR HEIGHT IF W (t } L. yf \Ny'v:a,"y~'-✓-�Jfi SIDE ELEVATIONrYR � PAGE: SCALE: 4" = 1 '-O" lts a vx-66m of New York State law fcranype-5m,unl&55 5 ac V under tlt,dm ticn ofa bcensed prz kf owl mgmeer crmgsteed ard7te&,, to alto-an uteri on p rz5 n aty way. lfa p!an crp'an&m he,2 mg the seal ofan engmeercranIkerts a&md,, ttealtemy I orarahrte�tshall affix to tfe&)n firmerseal and ffe nda�r'ale`eredW fcta+rd byhofiar anda spec dim of ih--ater.,?&v. Tfe ongnal sealing&Vnee~crara' ects lda�o l�infra trued Lu O w H z `6 o g � Lu o o m i I °L oL U p NZ m z _I a/O ' BOLT TO RAFTERS Wl e" w } cn — LAG BOLTS *WASHERS '6 0 O / :5i I � Ou, o ° w w UO U } I EXISTING FOUNDATION / ( lu I nil TO REMAIN / I ROOF CRICKET; PROVIDE FLASHING / AT CHIMNEY INTERSECTION N EXISTING HOUSE TO W N TO HOUW SE FRAME WITH 5" u--1 m o I TO REMAIN "LEDGERLOK" SCREWS @ I G" D.C.; LL U m o HANG D.J. fROM S MPSON U28 CONNECTOR GER V rr • m = � z w P O� I"X 2"5CREEN 5TO� z II z Nv m _ 2 2"X 8" A LUSH GIRDER z 2- 2"X 6" C.T. BOLTED I I THROUGH EXPOSED -� — PROVIDE 51MP50N LGUM2G-2 I O z ° I _ I NEW LANDING CONNECTOR BOLTED TO FOUNDATIONLn p N WITH TITEN HD 2'X 4" BOLTS I O O m m m o 10" 50NOTUBE W/POURED U o N I I N N ^ CONCRETE FOOTING N 21-011 X 21-011 X I 1-011J. CD - I 4'X 6" DECKING (TYPICAL ALL FOOTINGS) O 0 Ln 2- 2"X 6" G.T. BOLTED I o EXISTING DECK STRUCTURE- THROUGH EXPOSED FOOTINGS, GIRDERS,JOISTS . o o I EXISTING DECKTO REMAIN n Z TO REMAIN r 1 v o N I N Q O O I 'u5 z t9 uD J O V X - (!] W `J 0 I N � a 4"X 4" P05T5, WRAPPED o �uruj W _ I N N a 2- 2"X 8" ACQ FLU>h GIF#R J m 210510 210510 210510 210510 _ _ L9 ALIGN U 0 } Z U �' 4.. Q z 14'-8" DRYWELL 4 4° N z + O HE e W NEW CONSTRUCTION RUN- IONcJ: OFF CALCULAT a FOOTI NG f RAM E PLAN � 0,58 FLOOf� PLAN ROOF AREA = 424 s ft. ' SCALE: 4" = 1 '-O" x . I G7 x 7.5 = 53 1 gallons III '�® ssJokk ` REQUIRED - ( 1 ) 4'-O"dla. X 4'-O" RING SCALE: 4 = I '-O" PAGE: an tem on these M n a . lfa nor n item farm the mal ofan engme r crams altard,tfealterrrg r 2 /t cs a�.rdabcn of New Yor>E State law fcr anyper�.�a;un/Ess/�/�rs ackng undue tfe de�cbcn ofa dcerzsec/prt�f�,sa�/engreer oi"'rr=�l'ste�"edarohitect, to a/ta^ /�a nY�Y /� G� 9 orarchrtectsJzall affa to#e rtem hr i Seal and tfe noPabar'alte"ed b}�`fdbtrted byhr�fier5rgnature and tfe date aFsr�fi alteraba and a specr£�dEsa�pbcn of the alterabm T&- ongr�l�aing a rgnea�crana°irtect ado f�n xrrred WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING USP METAL CONNECTORS OR APPROVED EQUALS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. 4"MAX- � Z 4" DIA. MAXIMUM 4"DIA. MAXIMUM � — GIRDEWHEADEC POST C� zo LU OLU WN O z m POST/COLUMN 0 Q Ln Z 12"x 12"x 12" CONCRETE FOOTING m • 41— LU U Z J W DECK P05T FTG. CONNECTION v Q >- DE K/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION Q (n a m STAIR RAILING P05T-TO-GIRDER/HEADERCONNECTION 4X4 POST PAU44ORWE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST PAU660RWE66 P05T/13EAM ANCHOR APPLY TO EACH FOOTING 1-1/2"SPACE MINIMUM �L U CO HANDRAILS LU DZ O `t w > ch GIRDER >OO W -- POST :2 J Z GIRDER/HEADER o O tLj OO O Z — BALUSTERS RIM/DECK JOIST o uJ 0 o POST/COLUMN ri) 4k CONCRETE PIE O � OPEN BALUSTER ATTACHED TO WALL 0 U cn HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT LESS THAN 1-114"NOR MORE THAN 2`1N LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN. (2) I/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AN EQUIVALENT GRIPPING SURFACE — (2)BEAMS PAU44 OR WE44 PO5T/BEAM ANCHOR APPLY TO EACH PIER N GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS 1PAUGG OR WEG6 IFOST/BEAM ANCHOR APPLY TO EACH PIER W FLASHING TUCKED UNDER W W m TOP PIECE OF SIDING AND Z kg LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL LAY PLASTIC BASE DIRECTLY ON z z C9 O DIA. LAG BOLTS . WASHERS UNDISTURBED SOIL(ORGANICS REMOVED) z W STAI R TREAD CONNECTED TO BLDG. @!6"OC LEVEL BASE O POST/COLUMN ° ° FIT CONSTRUCTION TUBE AND PLUMB RIM BOARD ° ° ft CETUBE FIILLLL AS PER MANUFACTURES'INSTRUCTIONS FLOOR FRAMING v STRINGER 2x JOISTS -III=III=III=III III-III=,,III-III ,IIIIII � L N BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADERCONNECTION LAG BOLTS O Q LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/B O O 4x4 SOLID COLUMN PBS44/PB5E44/KC44 POST CAP ANCHOR APPLY To EACH COLUMN DISTURBED/ POOR SOIL ' ` m STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PES66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-0 LAYER OF CRUSHED STONE OR v HOLLOW COLUMN SIMP50N STRIP 112 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL O LEVEL BASE IL FIT CONSTRUCTION TUBE AND PLUMB '•I•� BRACE ICLLL AS PER MANUFACTURES'INSTRUCTIONS NAILING SCHEDULE NAIL NAIL II= =III=�II= =�I=III=_III-III—�II= JOINT DESCRIPTION NOTES III-III;III=III;III=III=III-III=III-II QTY. SPACING JOIST TO: PER TOE WOOD JOIST f 1 4-8d COMMON WOOD JOIST JOIST z SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2_8d COMMON EACH TOE BLOCKING TO JOIST END NAIL CONC. PIER FOOTING C\ BLOCKING 2-8d COMMON BIGFOOT SYSTEMS FOOTING FORM EACH TOE GIRDER/HEADER (( nn TO JOIST END NAIL IN ACCORDANCE WITH SECTION 104.1 1 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN V BLOCKING TO: WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS z 3- 16d COMMON E CH TOE GIRDEWHEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT SILL G TOP RIP BLOCK NAIL PRESCRIBED IN THE CODE. LEDGER STRIP EACH FACE THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT th TO BEAM 3- I Gd COMMON JOIST NAIL ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT �:—] FLUSH JOISTS WITH HEADER/GIRDER ACCEPTS AND SUBJECT N THE CONDITIONS THEREIN. Q JOIST ON I�DGER PER TOE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER 3-8d COMMON � • AN BEAM JOIST NAIL SPLICED JOISTS OVER HEADER/GIRDER _ BAND JOIST THE PROPER STEEL CONNECTOR. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND TO JOIST 3- I Gd COMMON PER END IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHERTHAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT 1 O TYDOWN ANCHORS }. z L JOIST NAIL TO ALLOW FOR SH RINKAGE z } HAND JOIST TO: 2- 1 6d COMMON PER JOIST TO GIRDER/HEADER RT 10 TYDOWN ANCHOR CONNECT TO EACH JOIST SILL OR TOP PLATE FOOT TOE NAIL V _ DECK PORCH NOTES: CLIMATIC GEOGRAPHIC DESIGN CRITERIA z z rz 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. GROUND WIND SEISMIC FROST WINTER ICESHIELD V � All fasteners, hangers and anchors to be galvanized or stainless steel. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD v O LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Girders Girders for deck Joists to be bolted or anchored to each post or pier with Washers and nuts. ��� Girders on concrete piers shall 2" anchored with proper steel connectors anchored MODERATE SLIGHT TO ► into concrete with a minimum 1/2"dia x 7"long anchor bolt With Washers and nuts. 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE I I NONE - LU Q3). Posts supporting girders shall be anchored to a 1 2"xI 2"x 12"thick concrete footing. Use a minimum 112"dia x 7" long anchor bolt with washers and nuts.Footings Shall 1V be 4 ft. below grade. 4 4). Deck Joists to have blocking at 8'0 o.c.. ).A minimum 10 inch flashing shall be/stalled between the building and ledger.Ledger �ii�� Ledger to be fastened to building with I/2"dia. bolts washers and washeand nuts SS����� at 16"o.c. PAGE: G). Concrete piers shall be a minimum G"above grade. 7).All Joists to be supported with hangers and anchors.Each Joist shall also be anchored /tcsa ViC617cnofNewYCtk3tatel Wfcr^arypersor,an/e_—.siwlshe/sa!bn Ll ddrtfedmcbmOfaice5&dP 6551aW/enyneerorreystaedarriirtect toa/ter^antan andiEse/a'ansmaryway. /fap'ancrpbn/tem/tfarm9tfie sea/ofanergneercratvVe&/sa/ta�d ffea/�iTy to g i rder(s). crard7&l ,ct_-ivll a&to tfie item lm�Fier seal a/acl tfie notat e'altered by/'fd d byh�fiers tyre a/2cl tJae date cfsr efi alteraba�and a spec/fc d m of the alterabcn The ongrcal sealing engr crar ts�e�lda�o%/rrfrxrred V