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HomeMy WebLinkAbout43521-Z FOI, �lt Town of Southold 3/21/2019 �; P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40276 Date: 3/21/2019 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 5655 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: l 11.-13-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/5/2019 pursuant to which Building Permit No. 43521 dated 3/5/2019 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: ROOF OVER AN EXISTING DECK ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Sena,Robert&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39405 05-20-2015 PLUMBERS CERTIFICATION DATED A e-d'Signature �SUfFo TOWN OF SOUTHOLD �o oGy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 43521 Date: 3/5/2019 Permission is hereby granted to: Sena, Robert 5655 Nassau Point Rd Cutchogue, NY 11935 To: Construct a roof over an existing deck per Trustees as applied for. Replaces BP# 39405 At premises located at: 5655 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-13-3 Pursuant to application dated 3/5/2019 and approved by the Building Inspector. To expire on 9/3/2020. Fees: PERMIT RENEWAL $184.20 Total: $184.20 B i I g nspector SUTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy .► o� 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#: 39405 Date: 12/4/2014 Permission is hereby granted to: Sena, Robert & Sena, Mary 5655 Nassau Point Rd Cutchogue, NY 11935 To: construct a roof over an existing deck per Trustees as applied for At premises located at: 5655 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-13-3 Pursuant to application dated 11/18/2014 and approved by the Building Inspector. To expire on 6/4/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $368.40 CO -ADDITION TO DWELLING $50.00 Total: $418.40 Building Inspector 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: ,,O��ld or Pre-existing Building: �,� /�C(,`'checck one) riY� P Location of Pro e ��55 � T z) ' r+ A — CK House No. 1 Street Hamlet Owner or Owners of Property: k`-r 'tat f-\- Suffolk County Tax Map No 1000, Section 1 Block �� Lot 3 Subdivision Filed Map. Lot: Permit No. -I r��� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Arif so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 C a� roger.riche rtO-)town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sena Address: 5655 Nassau Point Road City: Cutchogue St: New York Zip: 11935 Building Permit#: t� "a,l 39405 Section: 111 Block: 13 Lot. 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor X Pool New -Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F-1 Switches Twist Lock Exit Fixtures TVSS Other Equipment Addition to Rear Porch, 2- Paddle Fans Notes: Inspector Signature: Date: May 20, 2015 Electrical 81 Compliance Form.xls TOWN, OF SOUTHOLD BUILDING DEPT. '. 765-1802 INSPECTION- /FOU ATION-I ST ROUGH PLUMBING UNDATION 2ND INSULATION FRAMING / STRAPPING FINAL I FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 1�c_) /Z DATE- 14f ,�-o If INSPECTOR. f4f s 0 coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION ,2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR t OF SOUIy�� V cOUNiV,�c� / l �1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: ' P DATE /O INSPECTOR 'rayl. 0f SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 44 ) "'� A DATE 3 INSPECTOR FIELD IlV'SPEeT�4NEgORT DATE COMMENTS FOUND, MN(IST) • I� ..............F----o------K-- FOUNDA77ON(2ND) i c H ROUGH FRAMING& PLUMBING INSULATION PER N.Y. y STATE ENERGY CODE . . Y aw FINAL , ADDITION` CeamOIVl112EI3'TS -70 PL e 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 _ Surye SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined f ,20_i� Single&Separate Storm-Water Assessment Form Contact: Approved L ,20JY Mail to:�iq Disapproved a/c Phone: Expiration /� ,20 lZ &Z DC �n E Building Inspector U AP ATION FOR BUILDING PERMIT NOV 1 g 2014 Date l _/ ¢ , 20 INSTRUCTIONS BLDG DEPT TOW a. is app ' atrorrOlI � ' 'IR—m letel 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. Eyer'y•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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag t, architect gineer, general contractor, electrician, plumber or builder Name of owner of premises IWA s on the to 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. Lo t* of land on w,hyeh � � 6& House Number Street (/ Ilamlet County Tax Map No. 1000 Section Block Lot 03 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and eiended use and occupancy of proposed construction: a. Existing use and occupancy S�� b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work gadr = aur'le (Description) C)CC 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. SrF '°L&J 7. Dimensions of existing structures, if any: ront 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 Rear Depth Height _ � ����f Stories V 9. Size of lot: Front Rear / Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P !�` O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOY 13. Will lot be re-graded? YES NOvWill excess fill be removed from premises? YES NO 14. Names of Owner of pr ises Address Phone No. Name of Architect C ddress Phone No Name of Contractor FrF/2 Address PhoneNo. 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 I)JAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES L." 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—�c * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�U C1being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) bove named, (S)He is the (Contractor,Agent, orporate 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 belief; and that the work will be performed in the manner set forth in the application filed therewith. S orn to before me thi day of '(--20 ONNIE D.BUNCH Notary Public {Votary Public,State of New York Signat of Applicant Nrj-01 SU6185050 Qualified in Suffolk county commission Expires Aprii 14,20) John M.Bredemeyer III,President ®� ®� Town Hall Annex Michael J.Domino,Vice-President ® 54375 Main Road l P.O.Box 1179 James F.King,Trustee Southold, New York 11971-0959 Dave Bergen,Trustee ® aQ Charles J. Sanders,Trustee ® Telephone(631) 765-1892 l�`°®U �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8507A Date of Receipt of Application: September 12, 2014 Applicant: Robert& Mary Sena SCTM#: 111-13-3 Project Location: 5655 Nassau Point Road, Cutchogue Date of Resolution/Issuance: October 22, 2014 Date of Expiration: October 22, 2016 Reviewed by: Board of Trustees Project Description: To construct an 18'x23.4' covered porch over existing deck area; with the condition the drainage pipe is to be cut and removed and re-routed to a drywell. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the project plan submitted by Mark Schwartz, Architect, received on September 12, 2014, and stamped approved on October 22, 2014. Special Conditions: The drainage pipe is to be cut and removed and re-routed to a drywell. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer III President, Board of Trustees VC30 John M.Bredemeyer III, President ®� ®�® Town Hall Annex Michael J.Domino,Vice-President s2, w "- , ,S z, 54375 Main Road ,:.' _1_ fir' P.O.Box 1179 James F.King,Trustee cps _t"-> Southold,New York 11971-0959 Dave Bergen,Trustee ® a� Telephone(631)765-1892 Charles J.Sanders,Trustee ®yIrou Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMIPLIANCE # 1135C Date: July 14, 2015 THIS CERTIFIES that the construction of an 18'x23.4' covered porch over existing deck area;with the condition the drainage pipe is to be cut and removed, and re-routed to a dDywell. At 5655 Nassau Point Road, Cutchogue Suffolk County Tax Map#111-13-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 12,2014 pursuant to which Trustees Administrative Permit#8507A Dated October 22, 2014,was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an 18'x23.4' covered porch over existing deck area;with the condition the drainage pipe is to be cut and removed, and re-routed to a&Well. The certificate is issued to ROBERT&MARY SENA owner of the aforesaid property. ._ Authorized Signature 74 Scott A. Russell ,��°�u ��G ST0]kMWA\,.1F1E1k SUPERVISOR MA NAAG]EMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 ® 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' �. Town of Southold CH"TER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVI O VE ANY OF 'I'IIl✓' )FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®ff"B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E(C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑dD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [19E, Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[J'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 witFyour Building Permit Application. APPLICANT. (Pr rty Owner,Design P essional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date. / /� Dii,trriict NAME C. (. ! 4/y/6- �L J3 01?Section Block Lot FOR BUILDING DEPARTMENT USE ONLY n '* Contact Informatio Relephonr\umhrl Reviewed By: — _ Property Address/ Location of Construction Work: — — — — — — Date — — — — — — — 2� Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Gy►v �� — Stormwater Management Control Plan is Required El (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 i . pF SQ(/Tyo� � o Town Hall Annex Jf Jc Telephone(631)765-1802 F 54375 Main Road ,ax(631)7 N 659952 P.O.Box 1179 Q roger.ricFlerttOwn.solJtClo d.ny.US Southold,NY 11971-0959 OIyCUURtI`t � BUII,DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: 020- � 1 Company Name: C zF6 `l G Name: License No.: ?c� Address: D S—p v( 4 ,o c.s,- AJ �. l GI ZI Phone No.: .p Silo/ is JOBSITE WFORMATION: (*Indicates required information) *Name: 'S 5 J *Address: 67, *Cross Street: 1/1,4 *Phone No.: Permit No.: 32 qD'S Tax-Map District: " 1000 . Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: * YES NO �gh Final *Do-you need a Temp Certificate: YES< 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 .82-Request for Inspection Form 90 •'1 Southold Town Building Department ��o�gUfF�L��oG P.O.Box 1179 Permit#: 39405 53095 Main Rd C3aC.. :� . Permit Date: 12/4/2014 Southold,New York 11971 (631) 765-1802 Expiration Date: 6/4/2016 Parcel ID: 111.43-3 BUILDING PERMIT RENEWAL LETTER Dated: 11/19/2018 Applicant: Schwartz,Mark Location: 5655 Nassau Point Rd, Cutchogue Work Description: RESIDENTIAL ALTERATION construct a roof over an existing deck per Trustees as applied for A FEE OF $184.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Sena,Robert& Sena,Mary Address: 5655 Nassau Point Rd Cutchogue,NY 11935 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SURVEY OF LOT 38 MAP OF AMENDED MAP A OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUATED AT CUTCHOGUE APPROVED BY , TOWN ;O;F SOUTHO�D BOARDOF 'iRUSTEES SUFFOLK COUNTY, NEW YORK TOWN OF SOUTHOLD S:C. TAX Nc . 1 1000-1 1 1 - 13-03 DATE SCALE 1 "=20' FEBRUARY 2, 2001 jN APRIL 8, 2005 ADDED PROPOSED ADDITIONS AUGUST •1, 2005'REVISED PROPOSED ADDITIONS l J J SEPTEMBER 14, 2005 "REVISED PROPOSED ADDITIONS OCTOBER 6, 2005 ADDED WATER LINE & HOUSE No. SEP 2014 JULY 6, 2007 FINAL SURVEY FOR ADDITIONS AREA 36,449.01 sq. ft. (TO TIE LINE) 0,838 ac. 0 ' CONIC BA gA� LITT�E � 365 FREREAGE WOOD STEPS ENC1A5 ER DECK d¢ PEmo CK 0 xo �0) 1� 0 � CONC. MON• 1 Yo J C LOT 37 wA4l t.os DRAIN OD n o I -L S --o WALLxo 9 x 0 WOA4L5A`0 1 WAIL pppAOOROS o 9!,E \f -• 0.4 S I �x WOOD STEPS 1p Y 284. UNIP ROOF SONSP/C Zo Ln � x 22.0 q v v TREES'" .: 92.2 t STORY PT S� LANE,OF. w MAIN O „ [ DRAIN 0 0110 BRICK O�d G {/ Q•36 CURB hF z a°P fAENT IEVEI n ` - v�� _ - V N .a ` ' BELGAUM BLOCK ro Q D - m o0 "3 O O HEDGE: n Z z G N 3.9' oo =o 1v ri o z r N Ln ri Q ERIC PAT LEVEL A o z °' GRAVEL DR z t3.t' r R' n ia&SE, ' '00UNU 0 e Z Z o. WELL Q 6EG �=Q `` 3P� ��OP'� DEG •� 1 rn' LLS zo oUl :T7 o NP D V1 D e Q GVRe 38 5�0�55 Yp Z 2nd.,flr. DECK\ LOT O QO StEpS r BEDECK tl�.\N S00 S 6104 t 5.6 > \� a Oe �ONF 20.0 HOT NAK TONE GROAN 21.s' TUB s ro� V 6° oo RB ^ STONE PgT10 e Z:z OL�K CU t 5.6 N 17.4' pNT COus N FILIF ST B v v "`- p OELGAUM �yg pRAIN / GRAINs BARBECUE UNITS GP WOOD STP N KE GRAVEL DRA gEVp�U�'9 St0 pRAAN / / '� DRAIN� fRHf`wipcs / LP GPS W �{'� e e UTILITY POLE / UNAUTHORIZED ALTERATION OR ADDITION ' 170 / w HEDGE : TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �►1 D" ' e f WloWATER LANE COPIES OF THIS SURVEY MAP NOT BEARING EMBOSSED SEAL SHALL NOT BE CONSIDERED 7 e s THE LAND SURVEYOR'S INKED SEAL OR ' J ° T �� TO BE A VALID TRUE COPY, ELECTRIC of LQ CERTIFICATIONS INDICATED HEREON SHALL RUN IONLY TO THE PERSON FOR WHOM TSURVEY PREPARED. AND ON HIS BEHALF THE 5 Q v o w mZ/ ' °. TOLTHEOASSIGNEESOVOF HENLENDINGNNSTIND W LENDING INSTITUTION LISTED HEREON, AND o A :HEDGE':' ' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Q0 n „ THE EXISTENCE OF RIGHTS OF WAY 0 ZAND/OR EASEMENTS OF RECORD, IF Q•36 ANY, NOT SHOWN ARE NOT GUARANTEED. e T D p C � +7 U 1 n yo 4 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BOy THE RT SUCH USE BYNTDHEPPROVEDNEW AND ATDEOPTE D Nathan T of t Corwin III TITLE ASSOCIATION. Land Surveyor ! ! Title Surveys — Subdivisions — Site Plans — Construction Layout i PHONE (631)727-2090 Fox (631)727-1727 i OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 I REVISIONS a 0 ti - - _ U tJ� '-7 m M _ DATE IL _V1/ B.P. m �-+ oe rn � _ - FEE: NOTIFY BUILDING D,=PAP,T;',,1C NT A d - 765-1802 8 A'v1 TO 4 PM FOR THC_ F OLLO`VING INSPECTIONS: 1. FOUNDATION-T1N0 ,',_-\'E`UIRED u — — - FOR POURED CONCRE7:TE 2 ROUGH-FRM.1ING,PLUP,`3^'G, r STRAPPIt!G, ELECTRICAL &CAUL;IN_ 0. - - '---._ I'N'SULATION - - 4 F.',IAL-CONSTRUCTION &ELECTRFCF.!_ 'JST BE CONF1 ETE FOR C 0. Ai 'ONSTRUCTION Si-d^,LL PJ.ET TIi R. �--tEMECNTS OF THE CO;:,ES OF NE'A^ TATE. NO RrSP:Oi!C!3LE FOR DES OR CONSTRUCT ION ERRORS A JE _ O O z w; O I� W LILL Ft Q w A �l Lu T-4 I O w a O a 0 a : a Zz c O a o~-• _ ct can can N z Lo Lo EAST ELEVATION . a SCALE: 1/4" = 1' % ' ' '%` . ` 5 . DRAWN: MH/MS SCALE: 1/4"=1'-O" JOB#: �. 4,4R` November 17,2014 "� '`�t SHEET NUMBER: REVISIONS - - - - - - - - - - - -- - - - - - - I , � a 0 ' � w I I I N .N a - - - - - - - - - - - - - - - - I o 0 I aS Q pLu z I FFM Lr) w � , , ' w ' U I Q ' m I Q m LL <o O RETAINING WALL Z � as QQ N ZZ LO LO r DRAWN: MH/MS ..� SCALE: 1/4"=1 A� eI4 s:_. > t• JOB#: November 17 EXISTING FOUNDATION PLAN - � ` 2014 �r. SHEET NUMBER: y - - - - - - - - - SCALE: 1/4" = 1' ,� -'� A�2 REVISIONS THIGH RAILING I I / I / II II / I II II - - - - - - - - - - - - - - - - - - { II II IILL II I 0 EX. DINING ROOM ( I I I 11 i 5/4" DECKING ON ACQ SLEEPERS OVER I I I I EX. SCREENED PORCH EPDM, FLASHED ON 3/4" EX. SHTG. JLII II II I L@l /8 M OC II itI � II it I I I I I (4) 11-7/8 ML w/ Po a M II II - - - - - - - - - - - - - - - - -, \ I I (3) 3/8" STEEL PLATE 14" FG COLUMN I I ALT: (3) 11-7/8 ML s I I I I \ \ w/ 6X6 ACQ POST I I w/ (2) 3/4" STEEL Q II II r=====_________ ________- \ ------------------------------ v � - — — — — — — — — — — — N I a 14"FG COLUMN w/6X6 ACQ POST 17'-0" Lu • I- LuJ I Q W \ I V M H (T O 0-0i a LL a vl o � O EX. LIVING ROOM � Isl o Q C/)EX. DECK =N Lu J Lu M O LL 3I Y a U 00 ltu a . U7 E n - - - - - - - - - - - - I W I I a ' � O I } zz I � ° a I ' I ; ct uQ, W z �+ "' Q I m 4J zz .X. BEDROOM No. 1 I Q EX. PORCH o V1 Lo V (DECK ABOVE) I , , , a I ' ' Lo lo- 1 1 1 1 DRAWN: MH/MS SCALE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;`=� 1/4"=1'-011 s . r3 i °f aht JOB#: November 17,2014 SHEET NUMBER: 1ST. FLOOR PLAN � � �°��• �-�� --f a� n A�3 SCALE: 1/4" = V REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA �}- GROUN WIND SEISMIC FROST WINTERICESHIELD FLOOD _KING STUDS SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS Il LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 4"DIA.MAXIMUM 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE RAFTER CRIPPLE STUD LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: e • ®1).Unless otherwise noted,all framing material to be kl ACQ pressure treated lumber. ° ©© II fasteners,hangers and anchors to be galvanized or stainless steel. Z RAFTER JACK STUDS ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts ,"Mo Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete RAFTER-TO-LEDGER CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION be 3 ft.below grade. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 4).Deck joists to have blocking at 8'0 o.c.. o LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18 a SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD STAIR RAILING g ' ).flashing shall be in between the building and ledger.Lapping up the sheathing ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR IAPPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers ti and nuts at 16"o.c. 1-1/2"SPACE `' U n MINIMUM 6).Concrete piers shall be a minimum 6"above grade. ` �] a r~ ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored t:t 0.4 HANDRAILS RAFTER to girder(s). 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. oo Lo RAFTER _ ao 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal •Z Z o for any contact with ACQ. 44 � M TOP PLATE POST U TOP PLATE BALUSTERS HANDRAIL NOTES: RIM/DECK 101ST All required handrails shall be of one of the following types OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o or provided equivalent graspability. 1�d 0 1).Type I.Handrails with circular cross section shall have an HANDRAIL CONNECTIONoutside diameter of at least 1-1/4 inches and not greater RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION than 2 inches.If the handrail Is not circular it shall have a ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION perimeter dimension of at least 4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 6-1/4 inches with a maximum cross section of 4"-6"RAFTER RT10 10-3/4"x 18ga. SHALL NOT BE LESS THAN 1.1/4"NOR MORE THAN 2"IN TYDOWN ANCHOR POST-TO-DECK CONNECTION CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PILATE dimension of 2-1/4 inches. CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2).Type II.Handrails with a perimeter greater than 6-1/4 PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD inches shall provide graspable finger recess area on both EACH RAFTER sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest W portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the O O 4"MAX. profile.The required depth shall continue for at least 3/8 4"DIA.MAXIMUM inch to a level that is not less than 1-3/4 inches below the O GIRDER/HEADER tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a F'�1 maximum of 2-3/4 inches.Edges shall have a minimum GIRDER/HEADER o radius of 0.01 inches. U H--t JOIST POST/COLUMN °° o W H 0 M ° NAILING SCHEDULE ^ W POST/COLUMN ROOF SHEATHING- JOINT DESCRIPTION NAIL NAIL GIRDER/HEADER NOTES F•+'1 QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 O U POST-TO-GIRDER/HEADER CONNECTION WFCM-SBC �-+ LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF FRAMING: O P4 DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �/ H JOINT DESCRIPTION NAIL NAIL NOTES En LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN QTY. SPACING F-�'1 JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS RAFTER 8'WALL:3-8d COMMONEACH TOE-NAIL Q TOP PLATE TE 10'WALL:48d COMMO RAFTER U CEILING JOIST 8'WALL:3-8d COMMONEACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMOI,I JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL STU CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE BEARING PLATE ° OVER PARTITION WFCM-SBC LAP NAIL BEA GIRDER COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL o BLOCKING 2-8d COMMON EACH TOE TO RAFTER END NAIL ° WOOD JOIST RIM BOARD 2.16d COMMON EACH END ••' TO RAFTER END NAIL LEDGER o GIRDER/HEADER I I CONCRETE PIER WALL FRAMING: D WOOD JOIST WOOD JOIST ••'•" JOINT DESCRIPTION NAIL NAIL NOTES Q QTY. SPACING /I1 O •�' TOP TOP PLATED 2-16d COMMOP I PER FOOT FACE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE Z TOP PLATES AT JOINTS FACE Z CEILING JOIST TO BLDG,CONNECTION (MINIMUM) ) INTERSECTIONS 4-16d COMMO EA.SIDE NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION STUD TO 24" FACE O O LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS B16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM STUD 2-16d COMMO �- IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I I LOCATION USP NUMBER DESCRIPTION APPLICATION O.C. NAIL TO ALLOW FOR SHRINKAGE. ROD HEADER TO 16"O.C. FACE REQUIRED I I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER 16d COMMON ALONG EDGES NAIL FOR STU (3)BEAMS PAU66 OR 7E66 POST/BEAM ANCHOR APPLY TO EACH PIEF TOP OR BOTTOM 2-16d COMMOP PER 2x4 STUD END cid U) 0 FLASHING TUCKED UNDER PLATE TO STUD 3-16d COMMOt PER 2x6 STUD NAIL ^TO: U) V) I I FLOOR OM PLATE PER BOTTOIST TOP PIECE OF SIDING AND ,BAND JOIST, 2-16d COMMO FACE NAIL �✓ Z Z LAPPED OVER FIRST CONTIN. END JOIST OR BLOCKING FOOT 'w PIECE OF SIDING BELOW THREADED ROD v1 L0 DECK FRAMING: (0 1/2"DIA,LAG BOLTS W/WASHERS CNW COUPLER NUT L0 CONNECTED TO BLDG.@16"OC JOINT DESCRIPTION NAIL NAIL NOTES MINIMUM POST QTY, SPACING JOIST TO: PER/ TOE WOOD JOIST END DISTANCE SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL BLOCKING BRIDGING 2_gd COMMO EACH TO JOIST iTOE FLOOR FRAMING o '••..- - MINIM M s ND, NAILS j� 2x JOISTS ENS ANCE M > " BLOCKINGEACH , . c3E f 4- , •'' 12"x12"xIT' TO JOIST 2-8d COMMA C.ENDd�. NAIL BLOCKING FOR WOOD GIRDER '>.., . CONCRETE FOOTING r `� SILBORTO PLATE EACH �;TOE% a JOIST HANGER s" s" 3-16d COMk10 . ,ir`.'" D� MH/MS .. !);LACK, est NAIL'' yj,1 t1 SCALE: 1/4"=1'-0'. LAG BOLTS p > LEDGER STRIP yy fi� ;EACH FACE 's yrts 3-16d COM14- ( S I JOB#: RIM JOIST/BD. > HOLLOW COLUMN UPLIFT TO BEAM d "A' NAf4 O� SIMPSON STRONG TIE MODEL STRRI/2 JOIST ON LEDGER 3-8d COM November 17,2014 PER ' •7 SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM r,•, MOIST' NA1l r _ PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ILOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST �° R FND '� SHEET NUMBER: TO JOIST 3-16d COMM _ IST J USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECKIPORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 1POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST TO: 2-16d COMMO E Ail SILL OR TOP PLATEldC�(•