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�oA"of SOUryolo Town of Southold * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45897 Date: 01/24/2025 THIS CERTIFIES that the building DECK Location of Property: 955 Lake Dr Southold, NY 11971 Sec/Block/Lot: 59.-5-16 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/12/2023 Pursuant to which Building Permit No. 49234 and dated: 05/12/2023 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: Deck addition to existing single-family dwelling as applied for. The certificate is issued to: Robert Delsignore ,Patricia Delsignore Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: t ho a Sig ature o�SUFFot,��o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o�g 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#: 49234 Date: 511212023 Permission is hereby granted to: Delsignore, Robert 465 Burkard Ave Williston Park, NY 11596 To: Construct deck addition to existing single-family dwelling as applied for per Trustees & DEC approvals. Replaces BP #41643. At premises located at: 956 Lake Dr, Southold SCTM #473889 Sec/Block/Lot# 59.-5-16 Pursuant to application dated 5/12/2023 and approved by the Building Inspector. To expire on 11/10/2024. Fees: PERMIT RENEWAL $274.40 Total: $274.40 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT o ' - TOWN CLERK'S OFFICE may. • 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#: 41643 Date: 5/17/2017 Permission is hereby granted to: Delsignore, Robert 465 Burkard Ave Williston Park, NY 11696 To: construct deck addition to existing single-family dwelling at applied for per Trustees & DEC approvals. At premises located at: 955 Lake Dr, Southold SCTM.#473889 Sec/Block/Lot# 59.-5-16 Pursuant to application dated 5/9/2017 and approved .by the Building Inspector. To expire on 11/16/2018: Fees: . . SINGLE FAMILY DWELLING_ADDITION OR ALTERATION $498.80 CO -ADDITION TO DWELLING $50.00 Total: $548.80 T8 Buildi I ector 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: I. 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 I%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 p Date. rya° G /5L 2d17 New Construction: Ve"01, Old or Pre-existing Building: (check one) Location of Property: 9 .C,�f,� ,J011714' 1/7*114-0 / //-1 71 House No. 1 Street Hamlet Owner or Owners of Property: /�06��7— �.¢j�i C1/4 P_A1_,'16 ArdI Suffolk County Tax Map No 1000, Section Block �' Lot /�o Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: R fe- Do e_4L,?'!d5a3 Health Dept.Approval: A11,4- Underwriters Approval: Planning Board Approval: Al/og- Request for: Temporary /Certificate Final Certificate: ✓ (check one) Fee Submitted: $ SO Applicant Signature t412 �Of SOUIh, �o� ono • �o o�ycOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V6 S 0 .�► DATE 0 1 INSPECTOR f U - I 1 pf SO!/T,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRRAAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r�PMnt C.-OMP MIA OVVI DATE /d INSPECTOR pF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. . °ylou 631-765-1802 v 1 NSPECTI-ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] '.FOUNDATION 2ND . [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING Ivr FINAL bX,�, ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION-. [ `] ELECTRICAL (ROUGH) _ [ ] . ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I o INSPECTOR r d 1 !• . • a . II STATEBN P • • • e I • � of�1i�Y.rR',"�t��i��i•,��� 'T 10 MI wo-lllp�ml n • s • r � n 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST J 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 Southoldtownny.gov PERMIT NO. (,L Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 5 ,20 Single 8s Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20� Mail to: Disapproved a/c Phone: Expiration 20 DB APPLICATION FOR BUILDING PERMIT f1 Date 7 2'a 20L M AY — 9 2017 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 $ � J)R,. plot plan to scale.Fee according to schedule. TOWN O iTCr`"ice . location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,an 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. (Signature of applican or nam ,if a corporation) Toro IIN/on/ gimp , W. 1$41P� NY. (Mailing address of applicant) �/?95' State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Aft c All Mar j2o��s�T Name of owner of premises � �A%rF'/CIA ®E 45'/6 A1QP-6 (As on the tax roll or latest deed) If applicant is a corporat top,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: god ZA*-"—= ®x/ House Number Street Hamlet County Tax Map No. 1000 Section AK Block d-4, Lot ®�� f� Subdivision Filed Map No. Lot - f 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy y l'd�:5�/®•��?>,g b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition 066KAlteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units_j Number of dwelling units on each floor 6N.0-4- L 6`7 If garage, number of cars i 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 5-4 110-Depth '✓`r�. Height Number of Stories l Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear ,, 0&7 Depth Height 31 Number of Stories 1)P-e-lL 9. Size of lot:Front 7fi J(S r Rear T I, 19 / Depth 'Z1(0 10.Date of Purchase 't f.904,000 Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO ✓ - c 13.Will lot be re-graded?YES_NO✓ Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises' Address 9SS OR-. Phone No. Name of Architect R, 6oiVMP0S Address 70A 64',Phone No 6-3 S7A —776� Naive of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES w-'NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIItED. b.Is this property within 300 feet of a tidal wetland?*YES NO 1.91 *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. a/ 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 SU 1FF'OjL KK being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 94C,H (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 belief;and that the work will be performed in the manner set forth in the application filed therewith. S to before me this day of /Y&V 2d i Barbara Heslin Notary Public, State of Ne b' No. 01HE6288884 Signature o pplicant �! Qualified in Suffolk Cou ty Term Expires 9 6 /7 e John M.Bredemeyer III,President ,oz ' Town Hall Annex Michael J.Domino,Vice-President �." ' ' '} 54375 Route 25 Glenn Goldsmith i '� 1 ��,'� P.O.Box 1179 3 Southold,New York 11971 A.Nicholas Krup ski � Telephone(631) 765-1892 Charles J.Sanders Fax(631) 765-6641 ��jzzzxrl-�. BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8885A Date of Receipt of Application: August 31, 2016 Applicant: Robert Delsignore SCTM#: 1000-59-5-16 Project Location: 955 Lake Drive, Southold Date of Resolution/Issuance: October 19, 2016 Date of Expiration: October 19, 2018 Reviewed by: Michael J. Domino, Trustee Project Description: To�construct a 22'6"x41' deck with two sets of steps to grade attached to dwelling. 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 site plan prepared by Ricardo E. Campos, R.A., dated July 18, 2016, and stamped approved on October 19, 2016. Special Conditions: None. 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 Glenn Goldsmith, President ``�OF SOUK, Town Hall Annex A. Nicholas Krupski,Vice President hew ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples ;A • �O Fax(631) 765-6641 oI�COU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 15, 2024 VL r3 Rick Campos, R.A. OCT 1 5 2024 706 Union Boulevard West Islip, NY 11795 130din �ee�asinaen$ RE: ROBERT & PATRICIA DELSIGNORE 'Town`c. 965 LAKE DRIVE, SOUTHOLD SCTM#: 1000-59-5-16 Dear Mr. Campos: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 14, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8885A for the existing exterior deck which is smaller in square footage with shortened outward footprint dimensions; and as depicted on the site plan prepared by Ricardo E. Campos, R.A., received on July 30, 2024, and stamped approved on August 14, 2024. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerel , Glenn Goldsmith, President Board of Trustees �fgZ3y Glenn Goldsmith,President SO Town Hall Annex A. Nicholas Krupski,Vice President �OVY ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski .1 J Southold, New York 11971 Liz Gillooly co AhcTelephone(631) 765-1892 Elizabeth Peeples • �� Fax(631) 765-6641 JAN 2 4 2025 L�R' .;� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2213 C Date: Januaa 21, 2025 THIS CERTIFIES that the construction of a 573 sq.ft. deck with two sets of steps to grade attached to dwelling, At 955 Lake Drive, Southold Suffolk County Tax Map#1000-59-5-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 31, 2016 pursuant to which Trustees Administrative Permit#8885A Dated October 19, 2016,was issued and Amended August 14,2024, 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 a 573 sq.ft. deck with two sets of steps to grade attached to dwelling. The certificate is issued to ROBERT&PATRICIA DELSIGNORE owners of the aforesaid property. Authorized Signature AM lobw NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04521 PERMIT Under the Environmental Conservation Law ECL Permittee and. Facility Information Permit Issued To: Facility: ROBERT DELSIGNORE DELSIGNORE PROPERTY 465 BURKHARD AVE 955 LAKE DRISCTM 1000-59-5-16 WILLISTON PARK,NY 11596 SOUTHOLD,NY 11971 Facility Application Contact: RICK CAMPOS 706 UNION BLVD WEST ISLIP,NY 11795 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 713.84 NYTM-N: 4549.522 Latitude: 41°04'07.9" Longitude: 72'27'17.4" Project Location: 955 Lake'Drive -.Watercourse FWW# SO-5 Authorized Activity: Construct an 875 sq. ft. deck to the rear of the single family dwelling. Install rock stepping stones leading to a stone patio. Remove 4'x 6' shed. Plant native tolerant shrubs within the wetland area. All authorized work must be in conformance with the attached plan prepared by Ricardo E. Campos, RA last revised 2/20/2017 and stamped NYSDEC approved 4/11/2017. (MAM) Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-473 8-0452 1/00001 New Permit Effective Date: 4/11/2017 Expiration Date: 4/10/2022 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions-included as part of this permit. Permit Administrator: SUSAN ACKERMAN,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ St y Br okJ50 Circle Rd Stony Brook Y 1 7 0-3409 Authorized Signature: Date 4'/1\ /ZO-N`� Page 1 of 6 - - I a� e „�I r t1 I'�p 5� tl�'Si" t I�t�CraitLl�'SP't }t t 5i t��I k I� �'�- s ay�'y ���r� •�`,:;'� r II A tf AT Usse Sbot . 6+ ' )f- Soutk6ld I'M Ad SMRMVATM.M ' W S . ' at�ax �;ca 7nZz! a . Ctearma, a uhbit of land which aff ct-.� MOM t Zia n 5.0010 aq uarc� feet. of ground surface.. �. Excavation or filling involving moire t 'a.r1200 cubic ., ar�� �f r��t+�ri�a� -v rt rn anparcelair ar��. c�ortUSUOLrs area. Site prMara.t on on slopes which exceed 10 feet ver-Wal 11se t 100 feet of hortion, tal i.-,Ianc e- . SAe 1welmra t tr % ithin 10 'feet of wetland. E �t�t�+ ��itrff or �'d' �tr�I ero--,iori liamrc aj-ea. ' Site prepa rat ion 'w Wh.,III the oile-huvrdt'ec€-N-r.,ar°_fkx)dj)kw1 4V1.i deprctrnd 011 FIHNxt Nfijp of am °. installitEon of new or reburf aced r i�xrN iou,� urfacc,-,� of i.tt)(1 zgkcarc8 r -Deal oa �t ct r rc � ��rrml�c�t g..; r�tr f parr ��a r ccived by the '��c:�rtf� an,(! tive €r} 1`�)o:a ,fl mc�l�cde� m-kind replacement of it Sq,auv#frcai:"to ag of the qutaijom'dmw. UOP! at tbw, APjdk mt wclfioe bdam 4ith)00.X�tne� . $1palarr,foam lakrMilm, tote & +Cam$ laa M&P"%,Uwt xg! [Utft r M,doo w vpo�ea twr Pt*vt.^_ 9I= aftisracd YU 6ffi! (be aEra4t.ppast subedit No twUs d it St+utlm4odtf t Cca.Md TWI ad a dt Chtyk� F'wr to tht tEulf i a rre Ot ' � fi f E�tcs a :�4p r f..Pl ,�4.•k� �'k..:5a^l5; OI�y,�e1[�,r'k.:4r•nd'w:$�f:1 t.s.�e.a=:u., 'kgxtn: + yY`,:c:r� .e i•�k�� ;t a .....(— _. ......»... /< i �Frwnl:T .....�•..._.....w...,. .s '.,t:. {....' ! `M tj.l�Ytrl 4 k• f. u5m La__ lit Oft � tti, �'ddl t+rr tra t0 rt �� � Ida re��'�rA Ala fib, ; — — — -- �- -- — • t — �' musr•�.iu r�-.a ay.� .,..-em�.+M+�++• .. rlw;sr,w� I .. f I i 4_ l�t�'{16 i"� 4J�{�I.�.��[r4�LlFil�'Ci`,.i� •¢V �ii.LY���k�U Y11�t'4 I __ _ L_�:S .G g.�� Q.�%l�� SG'✓J` fvLl� I �`�, + ,u£» t ama$z%t K ,,per_ II[ n� tau• canr n m* .cn zhAt Ra tx I wr ..r :r � rtn. F d�l�'` % "v ( }l�� fswum ( 4i"��`AV( t14 Rick Campos, R.A. Architect - 706 Union Blvd,West Islip, NY. 631576 7761 Date:April 25,2017 To:Southold Building_Department Town Hall Annex.Bia ing, 54375.Route25 P.O."Box 1,179 Southold, NY 11971 Attn: Amanda, Plams Examiner Re: Installation of Deck&patio for Robert&Patricia Delsignore 955 Lake Drive,Sothold, NY. 11975 Dear Amanda, Enclosed is the paperwork(Application, 4 sets, survey, Trustees approval letter&permit, DEC approval letter&permit) required for my clients building permit. When I spoke to you briefly, about a month ago,you mentioned that the deck drawing did not need to be updated for the code change in October 2016, since the application first started prior. So I left everything is it was. But should you need anything updated or corrected I am ready to take care of whatever revisions are necessary. Thank you for your expeditious attention to this matter. If you have any questions for me please do not hesitate to call my office. Sincerely Rick Campos, R.A., Rep:Delsignore residence CAMPOS STV01OS Rick Campos, R.A. 706 Union Blvd,West Islip, NY. 631576 7761 Date:July 9, 2024 da :Oc obe 1,20°4 E C u' V L ` To: Southold Building Department Town Hall Annex Building 54375 Route 25 0 CT 9 5 2024 Lu' Southold, New York 11971 Attn: Elizabeth Suile ng Den- lrnent Re:Administrative amendment to Application#8885A for Installation of Deck&patio for Robert&Patricia Delsignore 955 Lake Drive, Southold, NY. 11975 To whom it may concern, Enclosed is the paperwork ( • re ised et of Site plan, architectural floor plans and$200'fee) required for the renewal of my client's building permit.The project in question(building a new exterior deck) was revised from the original plans submitted to the town but is smaller in its square footage total and was shortened in its outward foote rint dimensions than the original submission. lu n is package is a lefts a d st ped dr f om a Sow hold Boa of rustees a rovi mentlme t to the la as our w es Thank you for your expeditious attention to this matter. If you have any questions for me,please do not hesitate to call my office. Sincerely Rick Campos, R.A., Rep:Delsignore residence S. ass me t is ei er cas ed o held by he b i tling dept. 1 �. 50, a30.66 to R% y•� N (/' � !i,• A �E' .yam� �• _ a �-41 a N ^y cL° s• -9 h s e<o 6 O � P CS A+ v v J a� 0. v 3 0 N ai N SURVEYOFPROPERTY 0 SITUATE SOUTHOLD TOWN OF SOUTHOLD W SUFFOLK COUNTY, N, Y, N U tl� SURVEYED: DEC. 6, 2012 ADDED TOPO: MAY 6, 2015 0 W NOTES: s 1. PROPERTY KNOWN AS TAX MAP# 1000-059-05-016 to 0.463 ACRES COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED 'o 2. LOT AREA = 20163.7SO.FT. �� OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. 11 3. THIS SURVEY WAS PREPARED USING A TRIMBLE W S3 ROBOTIC TOTAL STATION. 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. 3 5. ELEVATIONS REFER TO NAVD88 DATUM. U C �G '3 STANDARD NOTES: u J U Q Qom. E 1. COPYRIGHT 2012 MICHAEL K. WICKS LAND SURVEYING d y 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, MIC , ,, #50390 a SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL y ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL MICHAE . WICKS WORK AND OPINION, m 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP ]�r]� SURVEYING ]T Tj Y WICKS o WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF LAND ' l/ AJ V Y E l Il Y lT E PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE .. N ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, - m TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY,AND TO THE 200 BELLE VIEW AVENUE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. , o 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. CENTER MORICHES, NEW YORK 11934 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE VOICE: 631.874.0156 - FAX. 631.909.3845 M NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN. THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. - RECORDS OF RICHARD C. DRAKE j 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO _ p THE PROPERTY UNES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE SCALE: SURVEYED BY: DRAWN BY: SHEET: W ARE NOT INTENorr,,<,9UIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS R" *,AREAS.ADDITIONS TO BUILDINGS, AND ANY OTHER 1"=3O• M.W. & A.C. A.C. ,.i OF 1 Q TYPE OF CONSTRi - • SUFFC►LK Cc� NT'Y DEPT OF-LABORS . - - T LICENSING—& CONSUMER AFFAIRS HOME INIhROVEMEIyT - CONTRACTOR LICENSE F -.. NAME OCT 1 3 2017 JQHN V. BYRNES A BUSINESS S !NAME This,-Certifies that the DISTINCTIVE DECKS 0 bearer is duly ,a. licensed by the . License Nw-3 ber Date Issued Countyo 'felk y 03.125'2002 55,7�-H- -,'- O/F u EXPRA7 DAB= core iss oncr • 03ib 112018.: ti T qtbq � New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEWYORK 1 1 747-31 29 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA %�Kx INDUSTRIAL COVERAGE A DIV OF UNFCU FINANCIAL SERVICES LLC 62 S OCEAN AVE PATCHOGUE NY 11772 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER JOHN V BYRNES DBA DISTINCTIVE DECKS TOWN OF SOUTHOLD 3 WILLOWOOD LANE BUILDING DEPARTMENT CORAM NY 11727 PO BOX 1279 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12338 580-0 774594 07/03/2017 TO 07/03/2018 9/19/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2338 580-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MNVW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. DD OCT 1 3 2017 T,0 a-diq OF SOUTHOLD NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 875221440 U-26.3 DATE(MM/DD/YYYY) ACCORE)® CERTIFICATE OF LIABILITY INSURANCE 9/19/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAmNEAc`r Angela Schneider (10978) UNFCU Financial Svcs LLC d/b/a industrial Coverage PHONE (631)736-7500 a Ne:(631)736-7619 62 South Ocean Avenue ADORiE�:aschneider@industrialcoverage.com INSURERS AFFORDING COVERAGE NAIC 4 Patchogue NY 11772 INSURERANain Street Assurance Company 29939 INSURED INSURER B: John Byrnes, DBA: Distinctive Docks INSURERC: 3 Willowood Lane INSURER D: INSURER E: Coram NY 11727 INSURERF: COVERAGES CERTIFICATE NUMBERf4aster 17 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP YIL POLICY NUMBER MM/DD W MNUDD/YYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR DAMAGE TO ao RENTED_ 500,000 PREMISES(Ea occurrence) $ X MPU9288J 3/24/2017 3/24/2018 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑JEC- ❑ LOC PRODUCTS-COMP/OPAGG $ 2,000,000 O. OTHER: Hired&Non-Owned Auto $ included AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOY $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder is included as additional insured for General Liability if required by written contract in accordance with the terms and conditions of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1279 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE M Romeo Sr. (10 941)/A ,i� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 19MnMt a U.66 (50 710 a9 o g 6 �:' 9 Ile 'Kf 71 710 "9y a G G a• 9 oy 0%/Y 6 44 O � s� F v� N Y U o� 0 N CAN SURVEYOFPROPERTYA! O SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. D m SURVEYED: DEC. 6, 2012 ADDED TOPO: MAY 6, 2015 Ix W NOTES: s 1. PROPERTY KNOWN AS TAX MAP# 1000-059-05-016 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED 2. LOT AREA = 20163.7SQ.FT. (0.463 ACRE(S)) OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. % 3. THIS SURVEY WAS PREPARED USING A TRIMBLE W S3 ROBOTIC TOTAL STATION. 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. 3 5. ELEVATIONS REFER TO NAVD88 DATUM. c ° �G 3 Y J t STANDARD NOTES: O A F 1. COPYRIGHT 2012 MICHAEL K. WICKS LAND SURVEYING 2. UNAUTHORIZED ALTERATION OR AOOITION TO THIS SURVEY MAP BEARING A ,� J� ,�' 0 UCENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, HIC #50390 3 SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. 3. ONLY BOUNDARY SURVEY MAPS WITH.THE SURVEYOR'S EMBOSSED SEAL Y CD ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL /,/{' WICKS o WORK AND OPINION. 1 Yl I CHAE. • I I I Ci 15 Q 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP v WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF LAND SURVEYING E PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. INC.THE CERTIFICATION IS rn UMNED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY,AND TO THE VENUE, LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. 200 BELLE VIEW A •� 5.THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. CENTER MORICHES, NEW YORK 11934 a 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE VOICE. 631.874.0156 - FAX.' 631.909.3845 M NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE '> IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. RECORDS OF RICHARD C. DRAKE U 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO p THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE SCALE: SURVEYED BY: DRAWN BY: SHEET: w ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS. POOLS. PATIOS CONSTRUCTING AREAS.ADDITIONS TO BUILDINGS, AND ANY OTHER 1 t30' M.W. & A.C. A.C. 1 OF 1 Q n�� V1111 D= 9YHO'JU 0 / RICARDO E. CAMPOS, R.A.9 �¢ ARCHITECTURAL ARTS & DESIGN 706 UNION BLVD WEST ISLIP, NY. 11795 PHONE (631) 576 7761 \ 0 ; LONG ISLAND SOUND ks # 955 DRAWN BY: CHECKED BY: O� LAND N/F JOHN MULDER LOCATION MAP - \ \ RESIDENCE - PUBLIC WATER E DD ,--\nEl \ -- IT IS A VIOLATION OF THE LAW FOR !� � ����� 1 ANY PERSON UNLESS ACTING UNDER EXISTING DRI WAY /'1 D THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THESE DRAWINGS �.°c 'ems, BOARD OF TRUSTEES AND/OR ACCOMPANYING SPECIFICATIONS. �, /�� SOUTHOID TOWN OF 00, WHERE SUCH ALTERATIONS ARE MADE, O \ S DATE THE COGNIZANT LICENSED ARCHITECT MUST SIGN, SEAL, DATE AND DESCRIBE THE REVISIONS ON THE DRAWING AND/OR SPECIFICATIONS. 0 vO (See Appropiate Sections of NYS Education Law) IT-EX 1 STORY FRAME > 0& DWELLING \ #955 \ F.FL=17.53 , 45 0 ® q LAND N/F JUNE BURGESS & AMY CUTILLO \ Q / 6 / / °c, RESIDENCE PUBLIC WATER 0) EX PINE TREE ® <6" DIA TO REMAIN TEPS 5 L -J /� - (7 TOTAL) P®EXISTIN�3 SF ` � HE EX PINE TREE ®-1 0- COMPOSfTE DECKING "L v' EX X6 S- D /\ <6" DIA TO BE REMOVED I- \ / �`a O REMOVED I- / R #2 Revised Deck footprint plan 25 / �' \ (7 TOTAL) \ � 7-02-24 �—V r ##1 Revised as per DEC comments REMOVE EX 2-20-17 Of—® ' \ ROSE BUSH (2) �� REV. N0. DESCRIPTION DATE Aj V- / LOWER LEVEL PATTp: R E v I s I o N s 1 _ NE / COI�CR PAVERS\SET N / "BOXED- AREA ST PS SAND BED o/EXISTG L D ' \ \ 1= E CLEARING. & 11' MOVE PROJECT: \ V GETAT N / APPROVED BY NY DEC 1 �� /GD LINE FINAL INSPECTION J / CI OF CLEA ING�&, GROUND �fl1STURBANCE PROPOSED NEW DECK @ Residence of SURVEY INFO PROVIDED BY MICHAEL WICKS, LAND SURVEYING Robert & Patricia 200 BELL VIEW AVE. q,/ / �G Delslgnore CENTER MORICHES, NY. 11934 / NOTE: NO RY WELLS t�;•� V Located at G / REQUIRED. EXISTING �O 955 Lake Drive \ / SC-0-PE-S-NOT ALTERED. / NOTE: Southold, NY. OWNER AGREES TO PLANT NATIVE TOLERANT SHRUBS, (I.E. 3 GAL STOCK x 6) IN WETLAND AREA SEC 59 BLK 05 LOT 016 AS PERMITTED BY TOWN BOARD OF TRUSTEES & DEC. DRAWING: \ tK DRAWING PREPARED BY" SITE PLAN RICARDO E. CAMPOS, R.A. / OWNERS: ROBERT & PATRICIA DELSIGNORE PROJECT/PROPERTY LOCATION: PROPOSED SITE PLAN \ � / � O �v 955 LAKE DRIVE, SOUTHOLD, NY / / \ Q P SCTM; 1000-59-5-16 SCALE: 1" = 10' - � �� Q' 0\ PROJECT NO.: DATE: DRAWING NO.: C, \/ CS01622 7-18-16 S- 1 1' THK LIMESTONE PAVER 1' THK SAND SETTING 13ED 5' THK RECYCLED CRUSHED CONCRETE BASE LAYER EX 1 STORY —_ —_ _— __ COMPACTED SUBGRADE RICARDO E. CAMPOS, R.A. ARCHITECTURAL ARTS & DESIGN FRAME 706 UNION BLVD WEST ISLIP, NY. 11795 TYPICAL PAVER DETAIL PHONE (631) 576 7761 DWELLING SECTION VIEW F.FL= 17.53' � « 2X10 BAND BD C—D""'" , 2x10 BAND BOARD 00 BOLTED TO EX. FND. 8„H CLSD RISER 4'-0" O.C. ALONG . ' . " CL /11� PERIMTER (TYPICAL) ' '- _*0 I 12"W TREADS ISION: ADD DETAIL #1 2x10 HDR i•` , �,r �f.. 11 cn ANCHORED TO `- I �' 12►, DIA PC FTGS . °q02 ��► , PROP 573 SF 0 0 3'-6" BELOW FIN O 0 DECK F FL o = H- GRADE (TYPICAL) I EXT EXTERIOR WALL 1x6 hand rest, continuous 2 x 3 O CONSTRUCTION: 4 horizontal support T&B, 2x2 Ow ELE V 17. 4 N , I L>J N pp " 00 X Q' vert railing w/ 3 1/2 spacing between, 3' H total Vin`i Of N © N contruction) ( r I O DRAWN BY: CHECKED BY: 0 LLJQ 2'-8"Dp 0 3,-7"DP -�LU — — "1__ _ _ 2X10 HDR _ _ 00 C- ANCHORED—FTGS �' 4 First Floor Hurricane clips @ X F- 1 x 8 fascia bds N — 0 '1 "1 2x8 JOISTS arol.Ind perimeter of O�F�G 4" W HANDRAIL W 2X2 — — — — DbI 2x10 Girder deck POSTS SPCD 4" APART, 1- 4x4 Post anchor FIN GRADE CL ���� ��Q 36" ABOVE FINISHED DECK Q' EX Concrete IT IS A VIOLATION OF THE LAW FOR C�? 6' MAX LENGTHS foundation 4x4 Post o/ ANY PERSON UNLESS ACTING UNDER 8 dia x 3 dp p/c ftg THE DIRECTION OF A LICENSED typical ARCHITECT, TO ALTER THESE DRAWINGS 8 li— 0)) 8 9— 01) AND/OR ACCOMPANYING SPECIFICATIONS. 7)— 0" 20 — 0" 6'— 0» WHERE SUCH ALTERATIONS ARE MADE, THE COGNIZANT LICENSED ARCHITECT 33> » MUST SIGN, SEAL, DATE AND DESCRIBE — 0 THE REVISIONS ON THE DRAWING AND/OR SPECIFICATIONS. SECA A : TYPICAL STRUCTURAL SECTION T H R U DECK (See Appropiate Sections of NYS Education Law) SCALE: 1 /4" = 1 '-0" PROPOSED DECK PLAN GENERAL NOTES: 1 /4" = 1 1- 0)) — 0" 17 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE HOUSE AND BLEND 1, CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK AND SHALL FAMILIARISE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE INTO EXISTING GRADE IN THE CASE OF RENOVATIONS OR ADDITIONS. WORK AGREE WITH SAME. 18 ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS 2• THE CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE GOVERNING PER SQ. FT. AND SHALL HAVE A MINIMUM COVER OF 36". CONTRACTOR OR OWNER SHALL METAL RAIL BRACKET SECURED W/ MUNICIPALITY PRIOR TO STARTING WORK. VERIFY AND REPORT ANY DISCREPENCIES TO THE ARCHITECT. 3-11OX1%" SCREWS TO TOP RAIL, 7'-7Y'4" MAX (FOR IN-LINE) 19 GENERAL CONTRACTOR TO PROVIDE A 1 HR. FIRE RATING ON VALL WALLS AND CEILINGS 2-#10X1%- SCREWS TO POST 7'-6" MAX (FOR 45') 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, CERTIFICATE OF OCCUPANCY, BETWEEN GARAGE AND ADJACENT ROOMS. 4 7'-2%" MAX (FOR STAIRS) 4Y4" INSPECTION APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING NOTES FOR STAIR CONDITION: JURISDICATION THEREOF. 20 ALL WOOD SILL PLATES SITTING ON THE FOUNDATION SHALL BE PRESSURE TREATED MINIMUM T 0.40 cca. IN ADDITION PROVIDE SILL INSULATION BETWEEN FOUNDATION AND WOOD PLATES. # 4"x4" WOOD POST 5" TOP RAIL 2 REV DECK DWG 2 6 24 p USE SUPPLIED ACUTE ANGLE BRACKET 4• ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE and , Tr-�--^--�-�--^--�-TT--^--^-- - --^--�-�--^--,T-Tr- � BUILDING CODE AND ALL RULES AND REGULATIONS OF THE MUNICIPALITY HAVING #1 SECTION: PAVERS 5/17 AT TOP OF STAIR RUN WITH 21 LUMBER SHALL BE MINIMUM, HEM-FIR #2 OR BETTER Fb= 1,150 PSI, E= 1,400,000 PSI. HIGHER M3 2- 10X1%" SCREWS TO RAIL, AND JURISDICATON. STRESS LUMBER MAY BE SUBSTITUTED FOR HEM-FIR. REV. No. DESCRIPTION DATE 4Y4"X4Y4" POST COVER �4 PICKET INSERTED 2-�10X1%" SCREWS TO POST. INTO TOP RAIL 5• IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS USE SUPPLIED OBTUSE ANGLE BRACKET INDICATED OF THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE 22 MINIMUM BEARING FOR ALL JOISTS, BEAMS, HEADERS AND RAFTERS SHALL BE 4". PROVIDE R E v I s 1 o N s AT BOTTOM OF STAIR RUN WITH ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE (LATERAL SUPPRORT) BLOCKING/BRIDGING O.C. MAX BEARING WALLS SHALL BE 2-#1OX1" SCREWS TO RAIL, AND WORK TIE CONTRATOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE BLOCKED © 48" O.C.. DOUBLE JOISTS AND/ RAFTERS AROUND ALL OPENINGS. DOUBLE O-EXTRUDED SQUARE HOLLOW 2-#10X1%" SCREWS TO POST. FROM. JOISTS UNDER ALL PARTITIONS PARALELL T O OR TO SAME. PROJECT: C CO O PVC BALUSTER 6• ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE 23 MINIMUM HEADER SIZE SHALL BE (2) 2x6 UNLESS NOTED OTHERWISE. PROVIDE (3) 2X4 POSTS N M MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND CODE REQUIREMENTS. ALL HEADERS UNLESS NOTED OTHERWISE. PICKET INSERTED 7. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, 24 ALL RAFTERS SHALL BE ANCHORED TO FRAME WALLS WITH "HURRICANE CLIPS". METAL RAIL BRACKET INTO BOTTOM RAIL TECHNICUES SEQUENCES OR PROCEDURES OR FOR THE SAFETY PRECAUTIONS AND SECURED PROGRAMS IN CONNECTION WIT HTHE WORK THERE ARE NO WARRANTIES NOR ANY DESIGN LOADS(PER SQ. FT.) LIVE DEAD DEFLECTION LIMIT TO BOTTOM RAIL, 3-#10X1 SCREWWSS BOTTOM RAIL MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF LIVING AREAS 40# 10# L 360 PROPOSED NEW DECK Ca? 2-#10X1%" SCREWS 2022.01.27 THESE SLEEPING ROOMS 30# 10# L/360 Residence of TO POST - •--y-- - ----- -- - --4- --�- -- -- �-- �, PLANS. ATTIC NON STORAGE) 10# 5# L/240 8. THE ARICH7ECTURAL SERVICES ON THIS PROJECT ARE TERMINATED WITH THE PREPARATION ATTIC STORAGE) 20# 10# L/240 ALTHOUGH THE TEST ROOF W/O FIN. CLG.) 30# 7# L 240 REPORT PERIOD HAS OF THESE DRAWINGS (UNLESS OTHER ARRANGEMENTS ARE MADE) CONFORMING WITH Robert & Patricia ANCHORAGE 1/3 1/3 1/3 = x EXPIRED,WE ASSUME ROOF WITH FIN. CLG.) 30# 15# L 180 d-Q THE BUILDING CODE REQUIREMENTS, AND THESE DRAWINGS WHETHER INDICATED OR Delsi Wore AS REQUIRED THERE ARE NO CHANGES 1Y4" SQUARE EXPANDED CELLULAR TO THE ASSEMBLY. NOT, SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CONFORMING TO ALL 25 g NATIONAL BUILDING CODE 2019 ALBERTA GOVERNING CODES. THIS CONTRACT DOES NOT INCLUDE UNLESS ARRANGED SNOW LOADS HAVE BEEN ADJUSTED, WHERE APPLICABLE TO REFLECT THE SLIDE-OFF FACTOR NATIONAL BUILDING CODE - 2019 ALBERF, EDITION REQUIREMENTS PVC FOOT BLOCK SECURED W/J EDITION REQUIREMENTS INTERTEK ARCHITECTURAL TESTING ( AS A FUNCTION OF ROOF PITCH. 1-#10X3 SCREW TO BOTTOM RAIL 1 OTHERWISE) SITE OBSERVATION, SUPERVISION OR Located at PART 9 - RESIDENTIAL USE (FROM COMPLIANCE REFERENCE INSPECTON BY THE ARCHITECT. 26 ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISHED COATS). 955 Lake Drive 9.8.8.3 Height of Guards Table 9.8.8.2 Specified Loads for Guards) (Test Series No. & Condition) 1 Except as provided in Sentences 2 to (4), all guards shall be not less than 1070MM 3ft 6 in high. 9. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 27 Southold, NY. p p ( ) ( ) g ( ) g PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ALL FINISHES (INTERIOR & EXTERIOR) AND COLORES ARE THE RESPONSIBILITY OF THE OWNER Horizontal Load Applied Inward or outward AND SHALL BE SELECTED BY SAME. at any Point at the Minimum Required Test Series No.1 (in-Line Condition) EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECT OR (2) All guards within dwelling units shall tie not less than 900 mm (2 ft 11 in) high. Height of the Guard: Test Series No.2 (45' Condition) EXTENTIONS TO THIS PROJECT EXCEPT BY AGGREMENT IN WRITING AND WITH APPROPRIATE 28 INSTALL AS PER OWNER DIRECTION ANY AND ALL INTERCOM, TELEPHONE, AND/OR T.V. WIRING SEC 59 BLK 05 LOT 016 COMPENSATION TO THE ARCHITECT OF RECORD. IN WALL PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE CONTROL WIRING SHALL (3) Exterior guards serving not more than one dwelling unit shall be not less than 900 mm (2 ft 11 in) high where the 0.75 kN/m (52 lb/ft) or concentrated load Test Series No.3 (Stair Condition) of 1.0 kN 224 lb) a lied at an point 10• DONOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. RUN CONCEALED IN WALLS, FLOORS AND/OR CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING walking surface served by the guard is not more than 1800 mm (5 ft 11 in) above the finished ground level. ( Pp y LOCATIONS WITH OWNER PRIOR TO INSTALLATION. Horizontal Load Applied Outward on Elements Within the Guard, Including Solid Panels and 11. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS. DRAWING: (4) Guards for flights of steps, except in required exit stairs, shall be not less than 900 mm (2 ft 11 in) high. Test Series No.1 (In-Line Condition) Balusters: Test Series No.2 (45' Condition) 12•ALL DIMENSIONS AND LOCATIONS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED 5 The height of guards for flights of steps shall be measured vertical) from the to of the Concentrated load of 0.5 kN (112 Ib) (Stair Condition) CORREC-. IT SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE ( ) g g g p y p guard to a line drawn Test Series No.3 through the tread nosing served by the guard. applied over an area of 100mm by 100mm NECESSARY DUE UNFORSEEN CIRCUMSTANCES. DECK PLAN at any point on the element or elements so 13.ELEVATIONS AND SECTIONS ARE FOR INFORMATION PURPOSES ONLY AND THE CONTRACTOR IS 9.8.8.5. Openings In Guards DECK SECTION as to produce the most critical effect TO REFER TO ALL PLANS FOR CONSTRUCTION INFORMATION. QQ�� (1) Except as provided in Sentence (2) and (3), openings through guards shall be of a size that will prevent the Evenly Distributed Vertical Load Applied at Test Series No.1 (In-Line Condition) CX. G E N NOTES the Top of the Guard: Test Series No.2 (45' Condition) 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS IF USED AND REQUIRED SHALL BE passage of a spherical object having a diameter of 100 mm (4 in). 1.5 kN/m (103 lb/ft) "TECO CONNECTORS" OR EQUAL. THE CONNECTORS SHALL BE CAPABLE OF HANDLING LOADS Test Series No.3 (Stair Condition) AT CONNECTION POINTS. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH Refer to TimberTech Installation Guide for additional installation information. Radiance Rail Express System MANUFACTURES SPECIFICATIONS AND RECOMMANDATIONS. This document is valid for one year from issue date. It may be renewable on an annual basis. Our ABC compliance calculations compared data 3/4 15• ALL CONCRETE SHALL BE PLAIN, UNREINFORCED (UNLESS INDICATED OTHERWISE), obtained from: Architectural Testing Reports: Architectural Testing Reports No.A9084.01-119-19 dated OCT.07-2011. CONTROLLED STONE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGHT OF 2500 PSI PROJECT NO.: DATE: DRAWING NO.: 28 DAYS. 16. PROVIDE 1/2" DIAMETER X 15" LONG ANCHOR BOLTS WITH 3" PROJECTION AND TREAD, 1'-0" CS01622 7-18-16 FROM CORNERS AND 6'-0" O.C. MAX.. S - 2 V Ile rn / '.o ._ / RICARDO E. O ARCHITECTURAL ARTS 4 DESIGN i \ '706 UNION LVD ��6 7 I IIf', NY. 117a5 o VIL LONG ISLAND 9 ��! \ SOUND \ 4�ti V \ \ v DRAWN BY: CHECKED BY: LAND N/F JOHN MULDER LOCATION MAP \ RESIDENCE - PUBL I G WATER APPROVED AS NOTED DATE:-s B.P.# \ \ FEE: BY: NOTIFY BUILDING DEPART TAT \ 765-1802 8 AM TO 4 PM FOR THE IT IS A VIOLATION OF THE LAW FOR \ EXISTING DRI Y FOLLOW'NG INSPECTIONS: ANY PERSON UNLESS ACTING UNDER 1. FOUNDATION - TWO REQUIRED THE DIRECTION OF A LICENSED ��` � ARCHITECT, TO ALTER THESE DRAWINGS FAR POURED CONCREI E� AND/OR ACCOMPANYING SPECIFICATIONS. / 2. ROUGH - FRAMING & PLUMBING 3. INSULATION � O 4. FINAL - CONSTRUCTION MUST WHERE SUCH ALTERATIONS ARE MADE,THE COGNIZANT LICENSED ARCHITECT O,i ,S BE COMPLETE FOri' C.O. MUST SIGN, SEAL, DATE AND DESCRIBE \ 7 ALL CONSTRUCTION SHALL MEET THE SPEC THE F CAT ONS.ON THE DRAWING AND/OR REQUIREMENTS OF THE CODES OF NEW i� C O o YORK STATE. NOT RESPONSIBLE FOR (See Appropiate Sections of NYS Education Law) •�; � '� G' DESIGN OR CONSTRUCTION ERRORS. EX I STORY FRAME 1 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODc ; \ F.FL=17.✓3' /�.� / o � S Sj� AS REQUIRED H F ro 0/0 /L &1 _ r V PL4NNINS OnnD AN TFUSiEES N.Y.S.DEC LAND N/F JUNE BURSE55 4 AMY GUTILLO RESIDENCE - PUBLIC WATER o, �� �D� \ S/ �-,;� �0 FC���� f \ `�e �p / / Q�0 EX PINE TREE ® ���r •`�' DIA TO REMAIN .rC (7 TOTAL) '7 > EX PINE TREE F- 7 _• ba. S' /P OFOSED L_ / 02 EX 4'X6' SW�D <6" DIA TO BE REMOVED L®J � ��p� \ / L X 22-6 (max) / TO BE RE VED \ ('I TOTAL) \ / WOOD DECK / /( �I POSED WH STONE #1 Revised as per DEC comments b / �s', J / 5TP5 SROEMBUvE SH () F� 2-20-17 \f) BONE I REV. NO. DESCRIPTION DATE / -- LKWAY \ R E V I S I O N S \ BOXED AREA \ I \ GOVE EX / \ / / OCCUPANCY PROJECT: EETATION t POSED PATIO J / E IS UNILAlFUL L D LINE CO BETE PAVERS SET / USELI OF CLEARING GROUND / ON SA BED - EXISTING / / / •� �� ITfri�U r_ CERTIFICATE / ® � J / AND�GL ARSNG. G' OF OCCUPANCY / 3' e PROF05ED / � NSW DEGK (g) �\ \ ��� i / �^ ` Residence of RETAIN STORM N� / �� ORM WATER RUNOFF SURVEY INFO PROVIDED BY p'C / Q- PURSUANT TO CHAPTER 236 MICHAEL WICKS, LAND SURVEYING PN/ / U�/ / \ OF THE TOWN CODE. Robert Patricia 200 BELL VIEW AVE. / / 4� \ • Delslgnore CENTER MORIGHES, NY. IIg34 / NOTE: NO RY WELLS (� Located at REG2UI RED. XISTIN6 4 q55 Lake Drive SCOPE-+es NOT ALTEREI �o P` NOTE: Southold, NY. OWNER AGREES TO PLANT / NATIVE TOLERANT SHRUBS, (I.E. 5 GAL STOCK x (b) IN WETLAND 5EG 5cf BLit 05 LOT 016 / AREA AS PERMITTED BY TOWN BOARD OF TRUSTEES 4 DEC. DRAWING: .f DRAWING PREPARED BY"RICARDO E. CAMPOS, R.A. SIT PLAN OWNER5: ROBERT I PATRI G I A \\4� � DELSIGNORE I / O PROJECT/PROPERTY LOCATION: FROPOSEI� SITE PLAN \ � � 0155 LAKE DRIVE, SOUTHOLD, NY x\ SCTM; 1000-5q-5-16 SGA�LE: I 10' O� PROJECT NO.: DATE: DRAWING NO.: " = V 0501622 7-I5-16 S - 1 7%, j X I S I O R`I' /f/A 1 ) ENE L I I 67 RICARDO E. CAMPOS, R.A. ARCHITECTURAL ARTS $ DESIGN F .FL = I 1 .55 ( 706 UNION BLVD WE5T ISLIP, NY. 11-705 2X10 BAND BD PHONE (651) 516 ' 761 1 perimeter of house 2X10 BAND BD � 1 I =7 x6 TIMBER TECH — — DECK I NG (2) 2X10 < —EXT EXTERIOR Wo hand rest, continuous 2 x 4 4x4 P05T5 ANCHORED — = WALL horizontal support T45, 2x2 TO 12" DIA PG FTCG5 3'-6" CONSTRUCTION: vert railing W 5 1/2" spacing cent action) H total (Vin l O 1LI X BELOW FIN GRADE _n y DRAWN BY: CHECKED BY: w (T1'P I CAL) xQ I I I Hurricane clips First Floor JST (Typ I x 8 fascia bds — — 2x8 JOISTS arc}und perimeter J — — — — —L Dbl 2x10 Gird of deck �- 4x4 Post anchor 2x10 BAND BOARD 4" W HANDRAIL W/ 2x2 = FIN GRADE :D BOLTED TO EXISTING I I I P05T5 5PCD 4" APART EX Concrete IT IS A VIOLATION OF THE LAW FOR FOUNDATION 4 -O O.G. I ' I I �� 4x4 Post o/ ANY PERSON UNLESS ACTING UNDER 36" ABOVE FINISHED - foundation 8 Clio x 3 d /c ft THE DIRECTION OF A LICENSED ALONG PERIMTER DECK ® 6' MAX LENGTH5 typical p p g ARCHITECT O A (TYPI GAL) ALTER THESE DRAWINGS I— I I p, I—® I I AND/OR ACCOMPANYING SPECIFICATIONS. t — WHERE SUCH ALTERATIONS ARE MADE, W THE COGNIZANT LICENSED ARCHITECT MUST SIGN, SEAL, DATE AND DESCRIBE ft THE REVISIONS SPECIFICATIONS.ON THE DRAWING AND/OR Z (See Appropiate Sections of NYS Education Law) a SEC, AA : TYF I GAL STRUCTURAL SEGT I ON THRU DEG< 1001 SCALE: 1/4" = I I-O II FR®FOSED L-�EG< PLAN GENERAL COTES: /411 = I I-O" RC 11 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE HOUSE AND BLEND �. A 4 /T I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK AND SHALL FAMILIARISE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE INTO EXISTING GRADE IN THE CASE OF RENOVATIONS OR ADDITIONS. c� tZ ; WORK AGREE WITH SAME. � gyp. 15 ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRE55URE OF 2 TONS PER 50. FT. AND SHALL HAVE A MINIMUM COVER OF 36". CONTRACTOR OR OWNER SHALL 2• THE CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE GOVERNING AND REPORT ANY D15GREPENGIES TO THE ARGHITBGT. MUNCIPALITY PRIOR TO STARTING WORK. VERIFY A lq GENERAL CONTRACTOR TO PROVIDE A I HR. FIRE RATING ON VALL WALLS AND CEILING 3. CONTRACTOR SHALLS / 2 OBTAIN ALL REQUIRED APPROVALS, CERTIFICATE OF OCCUPANCY, BETWEEN GARAGE AND ADJACENT ROOMS. jO��'n•� t1 INSPECTION APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING eQ ®r JURISDIGATION THEREOF. 20 ALL WOOD 51LL PLATES SITTING ON THE FOUNDATION SHALL BE PRESSURE TREATED MINIMUM 4• ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE and T 0.40 cca. IN ADDITION PROVIDE SILL INSULATION BETWEEN FOUNDATION AND WOOD PLATES. BUILDING CODE AND ALL RULES AND REGULATIONS OF THE MUNICIPALITY HAVING #I 5E07ION: PAVERS 5/1-7' JURI5DICATON. 21 LUMBER SHALL BE MINIMUM, HEM-FIR #2 OR BETTER Fb= 1,150 PSI, E= 1,400,000 P51. HIGHER I"THK LIMESTONE PAVER STRESS LUMBER MAY BE SUBSTITUTED FOR HEM-FIR. REV. No. oEscRIPTION DATE I"THK SAND SETTING BED 5• IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT A5 22 MINIMUM BEARING FOR ALL JOISTS, BEAMS, HEADERS AND RAFTERS SHALL BE 4". PROVIDE R E v I s I o N s INDICATED S THESE PLANS, THE OLLONCONTR HIS SHALL IMMEDIATELY NOTIFY THE (LATERAL 5UPPRORT) BLOCKING/BRIDGING ® 8'-0" O.G. MAX.. BEARING WALL5 SHALL BE �" NO REGBA ED CRUSHED ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE BLOCKED ® 48" O.G.. DOUBLE JOISTS AND/OR RAFTERS AROUND ALL OPENINGS. DOUBLE CONCRETE BASE LAYER WORK THE CONTRA70R SHALL A55UME ALL RESPONSIBILITY AND L I AB 1 L I TY AR151 NG THERE C.OMPAGTED 5U156RADE FROM. JOISTS UNDER ALL PARTITIONS PARALELL TO SAME. PROJECT: 6• ALL NEW MATERIAL5 AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE 23 MINIMUM HEADER 51ZE SHALL BE (2) 2xb UNLESS NOTED OTHERWISE. PROVIDE (5) 2X4 POSTS TYPICAL PAVER DETAIL MANUFACTURERS LA7E5T PRINTED 5PEGIFIGATIONS AND GORE REQUIREMENTS. ALL HEADERS UNLESS NOTED OTHERWISE. SECTION VIEW 7. THE ARCHITECT A55UMF-5 NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, 24 ALL RAFTERS SHALL BE ANCHORED TO FRAME WALL5 WITH "HURRICANE CLIPS". TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND DESIGN LOALMER SQ. FT) PROGRAMS IN CONNECTION WIT HTHE WORK. THERE ARE NO WARRANTIES NOR ANY DEAD DEFLECTION LIMIT MERGHANTOILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF LIVING AREAS 40# 10# L/360 PROPOSED NEW DECK THESE PLANS. SLEEPING ROOMS 30# 10# L/360 ATTIC (NON STORAGE) 10# 5# L/24.0 Residence of 5. THE ARCHITECTURAL SERVICES ON TH15 PROJECT ARE TERMINATED WITH THE PREPARATION ATTIC (STORAGE) 20# 10# L/240 OF THESE DRAWINGS (UNLESS OTHER ARRANGEMENTS ARE MADE) CONFORMING WITH ROOF (W/O FIN. GLG) 30# '7# L/240 THE BUILDING CODE REQUIREMENTS, AND THESE DRAWINGS WHETHER INDICATED OR ROOF (WITH FIN. GLG) 30# 15# L/150 Robert 4 Patricia NOT, SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CONFORMING TO ALL 25 SNOW LOADS HAVE BEEN ADJUSTED, WHERE APPLICABLE TO REFLECT THE 5LIDE-OFF FACTOR Delsignore R ISION: ADD DETAIL #I GOVERNING CODES. TH15 CONTRACT DOES NOT INCLUDE (UNLESS ARRANGED AS A FUNCTION OF ROOF PITCH. OTHERWISE) 51TE 085ERVATION, SUPERVISION OR Located at INSPECTION BY THE ARCHITECT. 26 ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISHED GOATS). a55 Lake Drive q. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 27 ALL FINISHES (INTERIOR 4 EXTERIOR) AND COLORE5 ARE THE RESPONSIBILITY OF THE OWNER Southold, NY. PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 AND SHALL BE SELECTED BY SAME. EXECUTED OR NOT.THEY ARE NOT TO BE USED ON ANY OTHER PROJECT OR EXTENTION5 TO TH15 PROJECT EXCEPT BY AGGREMENT IN WRITING AND WITH APPROPRIATE 25 INSTALL AS PER OWNER DIRECTION ANY AND ALL INTERCOM, TELEPHONE, AND/OR T.V. WIRING COMPENSATION TO THE ARCHITECT OF RECORD. IN WALL PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE CONTROL WIRING SHALL ��-EC 5cl BLK 05 LOT 0I6 RUN CONGEALED IN WALL5, FLOORS AND/OR GEILIN65. VERIFY OUTLET, SWITCH AND LIGHTING 10. DONOT SCALE DRAWINGS. WRITTEN DIMENSIONS 5UPERCEDE SCALED DIMENSIONS. LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 11. EXISTING CONDITIONS 11IDIGATED WERE FROM FIELD MEASUREMENTS. DRAWING: 12• ALL DIMENSIONS AND LOCATIONS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT. IT SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY DUE UNFORSEEN CIRCUMSTANCES. DECK PLAN AN 13. ELEVATIONS AND TO REFER O AL PLANSNFORRE FOR CONSTRUCTIONpTION IN INFORMATION.PURPOSES ONLY AND THE CONTRACTOR IS DECK SECTION 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS IF USED AND REQUIRED SHALL BE GEN NOTES "TECO CONNECTORS" OR EQUAL. THE CONNECTORS SHALL BE CAPABLE OF HANDLING LOADS AT CONNECTION POINTS. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES 5PEGIFICATION5 AND RECOMMANDATION5. 15. ALL CONCRETE SHALL BE PLAIN, UNREINFORGED (UNLESS INDICATED OTHERWISE), CONTROLLED STONE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGHT OF 2500 PSI 28 DAYS. PROJECT NO.: DATE: DRAWING]NO.: I6. PROVIDE 1/2" DIAMETER X 15" LONG ANCHOR BOLTS WITH 3" PROJECTION AND TREAD, 1'-O" 7-IS-I6 FROM CORNERS AND C-O" O.G. MAX.. 0501622 S- 2 0 Artri EN [&ENT RICARDO E. CAMPOS, R.A. � �5 4 ARCHITECTURAL ARTS & DESIGN' 706 UNION BLVD WEST ISLIP, NY. 11795 \ t� PHONE (631) 576 7761 ram,, LONG ISLAND (� \ SOUND Q` 955 o v DRAWN BY: CHECKED BY: LAND N/F JOHN MULDER LOCATION MAP \ RESIDENCE - PUBLIC WATER C\ IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER \ EXISTING DRI WAY THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THESE DRAWINGS N' s, AND/OR ACCOMPANYING SPECIFICATIONS. 61 WHERE SUCH TERATIONS ARE MADE, �, �OD THE COGNIZANT LLCENSED ARCHITECT MUST SIGN, SEAL, DATE AND DESCRIBE THE SPECF EVISIONS CATIONS.ON THE DRAWING AND/OR (See Appropiate Sections of NYS Education Law) 5 EX 1 STORY FRAME DWELLING \ #955 / \/ �� S S�• �SO�S \ F.FL=17.53 NI� �xx 0 /x1 � LAND N/F JUNE BURGESS & AMY CUTILLO \ / 6 C S/ 1 r RESIDENCE - PUBLIC WATER p, c�� l r,� A19 \ s >► 022910 �- 1 Q�0 c5 EX PINE TREE ® 9T�OF `S tK Q FST,� <6" DIA TO REMAIN STE L rn (7 TOTAL) 00 PROPOSED-573 SF L_® EX 4'X6' SHED <6" DIA TOEBEPINE REMOVED L- j \ 6", COMPOSE DECKING g'L TO BE OVED R / \ (7 TOTAL) #2 Revised Deck footprint plan \ - f� / � ( � 7-02-24 / 7 i ��REMOVE EX #1 Revised as per DEC comments �JJ F- -1I ROSE BUSH (2) 2-20-17 REV. NO. DESCRIPTION DATE / R E V I S t 0 N S „ ,C J ST NE / \ BOXED AREA PS PROPOSED PATIO \ MOVE EX C NCRETE PAVERS SET PROJECT: \ V,fZEGET/AT N ON AND BED � EXISTI G LAND CLEARING. / �J GD LINE / L OF CLEA ING GROUND N'f91STURBANCE ® ® PROPOSED NEW DECK @ Residence of tx SURVEY INFO PROVIDED BY MICHAEL P\A6 / / / �P� / �� Robert & Patricia WICKS, LAND SURVEYING Cb G Delsignore 200 BELL VIEW AVE. \ O � CENTER MORICHES, NY. 11934 NOTE: NO RY WELLS GF;� Qv �i' '. Located at G / REQUIRED. EXISTING �O 0 j'. SC -FS-NOT ALTERED. 955 Lake Drive / / Southold, NY. QUO N OTE: OWNER AGREES TO PLANT NATIVE �A 1 TOLERANT SHRUBS, (I.E. 3 GALy` ; ^"4 STOCK x 6) IN WETLAND AREA -;8EG 59 BLK 05 LOT 016 AS PERMITTED BY TOWN BOARD / x OF TRUSTEES & DEC. DRAWING: tx DRAWING PREPARED BY" SITE PLAN RICARDO E. CAMPOS, R.A. OWNERS: ROBERT & PATRICIA DELSIGNORE PROJECT/PROPERTY LOCATION: 955 LAKE DRIVE, SOUTHOLD, NY PROPOSED SITE PLAN '\ SCTM; 1000-59-5-16 SCALE: 1" = 10' PROJECT NO.: DATE: DRAWING NO.: 0\ ��/ CS01622 7-18-16 S - 1 1" THK LIMESTONE PAVER I. 1" THK SAND SETTING BED 5' THK RECYCLED CRUSHED CONCRETE BASE LAYER EX 1 STORY — — — — COMPACTED SUBGRADE RICARDO E. CAMPOS, R.A. ARCHITECTURAL ARTS & DESIGN FRAME 706 UNION BLVD WEST ISLIP, NY. 11795 DWELLING ECTION VIEW PAVER DETAIL PHONE (631) 576 7761 F. FL= 17.53' 0 2X10 BAND BD ,, . I 2x10 BAND BOARD � 00 BOLTED TO EX. FND. r . .,.Lp4'—O" 8"H O.C. ALONG + "CL,SD RISER � CL ERIMTER (TYPICAL) k w ' 12 W TREADS ISION: ADD DETAIL #1 ;. - - �— - - �-�� 2x10 HDR _ � - - O ANCHORED TO— �- c� FTGS d- ' ,0 12 S DIA PC FTG - 0220A� PROP 573 SF v o 0 3'-6" BELOW FIN DECK F FL 1- o = GRADE (TYPICAL) 0 z Ld � O I ^ I EXT EXTERIOR WALL 1x6 hand rest, continuous 2 x I.-- ELEV 17. 4 N , I w N CONSTRUCTION: 4 horizontal support T&B, 2x2 0 00 � x D' Vert railing w/ 3 1/2" spacing Q N (� N I between, 3' H total (Vinyl DRAWN BY: CHECKED BY: LLJ N U contruction) z 2�_8»DP 0 3'-7"DP Ld — — — — 2X10 HDR — a0 C- ANCHORED `- First Floor STri Tne clips c� x I— ( m) N — 1 x 8 fascia bds 0 '1 "1 2x8 JOISTS ar4nd perimeter of 4" W HANDRAIL w 2x2 - - - - G Dbl 2x10 Girder deck �1 I POSTS SPCD 4" APART, �- 4x4 Post anchor FIN GRADE � CL �G� �`� 36" ABOVE FINISHED DECK P' @ 6' MAX LENGTHS foundation Concrete 4x4 Post o/ IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER foundation 8" dia x 3' dp p/c ftg THE DIRECTION OF A LICENSED typical ARCHITECT, TO ALTER THESE DRAWINGS 8 t— 0 C�Q — 0" AND/OR ACCOMPANYING SPECIFICATIONS. 7'- 0" 20 - 0" 6 ' - 0" 00 WHERE SUCH ALTERATIONS ARE MADE, THE COGNIZANT LICENSED ARCHITECT 10 > » MUST SIGN, SEAL, DATE AND DESCRIBE 3 3 — 0 THE REVISIONS ON THE DRAWING AND/OR SPECIFICATIONS. SECA A : TYPICAL STRUCTURAL SECTION T H R U DECK (See Appropiate Sections of NYS Education Law) SCALE: 1 /4" = 1 '-0" PROPOSED DECK PLAN GENERAL NOTES: 1 /4" = 1 '-0" 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF 17 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE HOUSE AND BLEND WORK AND SHALL FAMILIARISE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE INTO EXISTING GRADE IN THE CASE OF RENOVATIONS OR ADDITIONS. Sh Q ! ( Cd rn WORK AGREE WITH SAME. 18 ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS 2• THE CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE GOVERNING PER SQ. FT. AND SHALL HAVE A MINIMUM COVER OF 36". CONTRACTOR OR OWNER SHALL VERIFY AND REPORT ANY DISCREPENCIES TO THE ARCHITECT. METAL RAIL BRACKET SECURED W/ MUNCIPALITY PRIOR TO STARTING WORK. 3-#10X1%" SCREWS TO TOP RAIL, 7'-7-Y4" MAX (FOR IN-LINE) D 19 GENERAL CONTRACTOR TO PROVIDE A 1 HR. FIRE RATING ON VALL WALLS AND CEILINGS 2-#10X1%" SCREWS TO POST 7 6 MAX (FOR 45') 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, CERTIFICATE OF OCCUPANCY, BETWEEN GARAGE AND ADJACENT ROOMS. 4y4" 7'-2% MAX (FOR STAIRS) 4y4" INSPECTION APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICATION THEREOF. 20 ALL WOOD SILL PLATES SITTING ON THE FOUNDATION SHALL BE PRESSURE TREATED MINIMUM 4"X4" WOOD POST 5" NOTES FOR STAIR CONDITION: li 2 REV DECK DWG 2 6 24 TOP RAIL 4. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE and T 0.40 cca. IN ADDITION PROVIDE SILL INSULATION BETWEEN FOUNDATION AND WOOD PLATES. # / •r--Tr--PI--TT-TT--1-1--Tr-TT-��I--TI-- - --lit--TT-Tr--,-1--T--TT- G' USE SUPPLIED ACUTE ANGLE BRACKET BUILDING CODE AND ALL RULES AND REGULATIONS OF THE MUNICIPALITY HAVING #1 SECTION: PAVERS 5/17 AT TOP OF STAIR RUN WITH 21 LUMBER SHALL BE MINIMUM, HEM-FIR #2 OR BETTER Fb= 1,150 PSI, E= 1,400,000 PSI. HIGHER 4Ya"X4Y4" POST COVER 1/4 2-#10X1%" SCREWS TO RAIL, AND JURISDICATOtd. STRESS LUMBER MAY BE SUBSTITUTED FOR HEM-FIR. REV. NO. DESCRIPTION DATE PICKET INSERTED 2-#1OX1%" SCREWS TO POST. INTO TOP RAIL 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS 22 MINIMUM BEARING FOR ALL JOISTS, BEAMS, HEADERS AND RAFTERS SHALL BE 4". PROVIDE R E v I s I o N s USE SUPPLIED OBTUSE ANGLE BRACKET INDICATED OF THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE (LATERAL SUPPRORT) BLOCKING/BRIDGING ® 8'-0" O.C. MAX.. BEARING WALLS SHALL BE AT BOTTOM OF STAIR RUN WITH ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE BLOCKED ® 48" O.C.. DOUBLE JOISTS AND/ OR RAFTERS AROUND ALL OPENINGS. DOUBLE 1Ya" SQUARE HOLLOW 2-#lOX1" SCREWS TO RAIL, AND WORK THE CONTRATOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE JOISTS UNDER ALL PARTITIONS PARALELL TO SAME. PROJECT: CO-EXTRUDED 2-#10X1%" SCREWS TO POST. FROM. O = PVC BALUSTER 23 MINIMUM HEADER SIZE SHALL BE (2) 2x6 UNLESS NOTED OTHERWISE. PROVIDE (3) 2X4 POSTS i (1 6• ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE ALL HEADERS UNLESS NOTED OTHERWISE. N '0 MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND CODE REQUIREMENTS. PICKET INSERTED 24 ALL RAFTERS SHALL BE ANCHORED TO FRAME WALLS WITH "HURRICANE CLIPS". METAL RAIL BRACKET INTO BOTTOM RAIL 7. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, SECURED W/ TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND DESIGN LOADS(PER SQ. FT.) 3-#10X1%" SCREWS PROGRAMS IN CONNECTION WIT HTHE WORK. THERE ARE NO WARRANTIES NOR ANY LIVE DEAD DEFLECTION LIMIT TO BOTTOM RAIL, LIVING AREAS 40# 10# L/360 BOTTOM RAIL MERCHANTIBI_ITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF PROPOSED NEW DECK @ THESE 2-#10X1 " SCREWS 2022.01.27 SLEEPING ROOMS 30# 10# L/360 Residence of TO POST -�-��--�--�-��--� -�-�-�---�-�-�- �--� ---�--�- -�- PLANS. ATTIC NON STORAGE) 10# 5# L/240 8. THE ARCHITECTURAL SERVICES ON THIS PROJECT ARE TERMINATED WITH THE PREPARATION ATTIC STORAGE) 20# 10# L/240 ALTHOUGH THE TEST ROOF �W/O FIN. CLG.) 30# 7# L/240 REPORT PERIOD HAS OF THESE DRAWINGS (UNLESS OTHER ARRANGEMENTS ARE MADE) CONFORMING WITH / Robert & Patricia ANCHORAGE 1/3 1/3 1/3 - a EXPIRED,WE ASSUME ROOF WITH FIN. CLG.) 30# 15# L 180 �r THE BUILDING CODE REQUIREMENTS, AND THESE DRAWINGS WHETHER INDICATED OR Delsignore AS REQUIRED THERE ARE NO CHANGES 1Ya" SQUARE EXPANDED CELLULAR BUILDINGNATIONAL TO THE ASSEMBLY. NOT, SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CONFORMING TO ALL 25 SNOW LOADS HAVE BEEN ADJUSTED, WHERE APPLICABLE TO REFLECT THE SLIDE-OFF FACTOR �� fQ VC FOOT BLOCK SECURED W/ GOVERNING CODES. THIS CONTRACT DOES NOT INCLUDE (UNLESS ARRANGED AS A FUNCTION OF ROOF PITCH. NATIONAL BUILDING�l9DE — 019 ERTA EDIT TI N INTERTEK ARCHITECTURAL TESTING Located at U `J 1-#1 �" SCREW TO BOTTOM RAIL / OTHERWISE) SITE OBSERVATION, SUPERVISION OR I (FROM COMPLIANCE REFERENCE INSPECTION BY THE ARCHITECT. 26 ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISHED COATS). 955 Lake Drive 9.8.8.3 Height of Guards Table 9.8.8.2 Specified Loads for Guards) (Test Series No. & Condition) Southold, NY. 1 Except as provided in Sentences 2 to (4), all guards shall be not less than 1070MM 3ft 6 in high. 9• DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 27 p p ( ) ( ) 9 ( ) 9 lied Inward or Outward PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ALL FINISHES (INTERIOR & EXTERIOR) AND COLORES ARE THE RESPONSIBILITY OF THE OWNER Horizontal Load Applied AND SHALL BE SELECTED BY SAME. at any Point at the Minimum Required Test Series No.1 (In-Line Condition) EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECT OR (2) All guards within dwelling units shall be not less than 900 mm (2 ft 11 in) high. 9 ( ) EXTENTIONS TO THIS PROJECT EXCEPT BY AGGREMENT IN WRITING AND WITH APPROPRIATE 28 INSTALL AS PER OWNER DIRECTION ANY AND ALL INTERCOM TELEPHONE AND/OR T.V. WIRING SEC 59 BLK 05 LOT 016 Height of the Guard: Test Series No.2 45' Condition COMPENSATION TO THE ARCHITECT OF RECORD. IN WALL PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE CONTROL WIRING SHALL 0.75 kN/m (52 lb/ft) or concentrated load Test Series No.3 (Stair Condition) (3) Exterior guards serving not more than one dwelling unit shall be not less than 900 mm (2 ft 11in) high where the RUN CONCEALED IN WALLS, FLOORS AND/OR CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING walking surface served by the guard is not more than 1800 mm (5 ft 11 in) above the finished ground level. of 1.0 kN (224 lb) applied at any point 10• DONOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. LOCATIONS WITH OWNER PRIOR TO INSTALLATION. Horizontal Load Applied Outward on Elements Within the Guard, Including Solid Panels and 11. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS. DRAWING: (4) Guards for flights of steps, except in required exit stairs, shall be not less than 900 mm (2 ft 11 in) high. Test Series No.1 (In—Line Condition) Balusters: 12.ALL DIMENSIONS AND LOCATIONS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED Concentrated load of 0.5 kN (112 lb) Test Series No.2 (Sta Condition) CORRECT. IT SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE (5) The height of guards for flights of steps shall be measured vertically from the top of the guard to a line drawn applied over an area of 100mm by 100mm Test Series No.3 (Stair Condition) NECESSARY DUE UNFORSEEN CIRCUMSTANCES. DECK PLAN through the tread nosing served by the guard. at any point on the element or elements so 13.ELEVATIONS AND SECTIONS ARE FOR INFORMATION PURPOSES ONLY AND THE CONTRACTOR IS 9.8.8.5. Openings In Guards DECK SECTION as to produce the most critical effect TO REFER TC ALL PLANS FOR CONSTRUCTION INFORMATION. (1) Except as provided in Sentence (2) and (3), openings through guards shall be of a size that will prevent the Evenly Distributed Vertical Load Applied at Test Series No.1 (In—Line Condition) CSC G E N NOTES the Top of the Guard: Test Series No.2 (45' Condition) 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS IF USED AND REQUIRED SHALL BE passage of a spherical object having a diameter of 100 mm (4 in). 1.5 kN/m (103 lb/ft) "TECO CONNECTORS" OR EQUAL. THE CONNECTORS SHALL BE CAPABLE OF HANDLING LOADS Test Series No.3 (Stair Condition) AT CONNECTON POINTS. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH Refer to TimberTech Installation Guide for additional installation information. Radiance Rail Express System MANUFACTURES SPECIFICATIONS AND RECOMMANDATIONS. This document is valid for one year from issue date. It may be renewable on an annual basis. Our ABC compliance calculations compared data 3/4„-1 ,-0,+ 15. ALL CONCRETE SHALL BE PLAIN, UNREINFORCED (UNLESS INDICATED OTHERWISE), obtained from: Architectural Testing Reports: Architectural Testing Reports No.A9084.01-119-19 dated OCT.07-2011. CONTROLLED STONE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGHT OF 2500 PSI PROJECT NO.: GATE: DRAWING NO.: 28 DAYS. 16. PROVIDE 1/2" DIAMETER X 15" LONG ANCHOR BOLTS WITH 3" PROJECTION AND TREAD, 1'-0" CS01622 7-18-16 FROM CORNERS AND 6'-0" O.C. MAX.. S