Loading...
HomeMy WebLinkAbout44193-Z 4SU&FGJ4f�G Town of Southold 11/20/2020 P.O.Box 1179 o - * ' 53095 Main Rd 4, �a0� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41618 Date: 11/20/2020 THIS CERTIFIES that the building COMMERCIAL REPAIRS Location of Property: 50 Jackson St.,New Suffolk SCTM#: 473889 Sec/Block/Lot: 116.-6-24.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/22/2019 pursuant to which Building Permit No. 44193 dated 9/20/2019 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: repairs to existing clubhouse as applied for. The certificate is issued to Kimogenor Pt Co of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A e gnature a�saFFot�CaTOWN OF SOUTHOLD ,� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE or . 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#: 44193 Date: 9/20/2019 Permission is hereby granted to: Kimogenor Pt Co Attn: Nancy Akeson PO BOX 8020 Garden City, NY 11530 To: construct repairs to an existing clubhouse as applied for per DEC & Trustee approvals with flood permit. 1 At premises located at: 50 Jackson St., New Suffolk SCTM # 473889 Sec/Block/Lot# 116.-6-24.1 Pursuant to application dated 8/23/2019 and approved by the Building Inspector. To expire on 3/21/2021. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 Flood Permit $100.00 CO -COMMERCIAL $50.00 Total: $400.00 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 I Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: c__LJ C96 House No.! ^� Street Hamlet Owner or Owners of Property: �"O I iy I® �603T CO- Suffolk County Tax Map No 1000, Section (en Block �j Lot _Z9 , Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: m1T(��— Health Dept. Approval: MA Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ V Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) V residing at `J O J a e(AX o/I S l � (Print property owner's name) (Mailing Address) do hereby authorize M I� Blin / (Agent) 2b Ll&" 61. A*Ikw to apply on my behalf to the Southold Building Deparhnent. (Owner's Sig ture) (Date) (Print Owner's Name) CONSENT TO INSPECTION -,I-, Q% 'r-%�-t V A , the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are) the owner(s) of the premises in the Town of Southold, located at 150 3A- �� sqj&—� -,zSa-j7WLD , which is shown and designated on the Suffolk County Tax Map as District 1000, Section I It, Block_L, Lot That the undersigned(has) (have)filed, or cause to be fil , an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: l I (Sig Vie) (Print Name) (Signature) (Print Name) / `q I 1 �AISoup, # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [` ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [V1 FINAL leotu [ ] FIREPLACE &CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION= [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION �1 [ ] PRE C/O I�KMARKS: COTA4 Ze, l� DATE O 1 NSPECTOR 1 , Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 N 0 V 9 2020 November 5, 2020 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: Kimogenor Point Club House (Building Permit#441931 To Whom It May Concern, We have been retained by the applicant to witness the pile installation pursuant to the approved plans for this application and conclude that the piles were replaced according to the specifications within the approved set and the applicable codes pertaining to the replacement of said piles. Should you have any questions please do not hesitate to call. Sincerely, OF NEW Y Jeffr T. Butler, P.E. co ��EY T eG� 19 n 2 N (j 073493 A�oFESslov, FIELD INSPECTION REPORT7 DATE COMMENTS b FOUNDATION (IST) �y -------------------------------------- FOUNDATION (2ND) z 0 H ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE AAA &A X (S v t oh, c FINAL ADDITIONAL COMMEN Or# q5i?)4 Z m � b a °z Ql" � H d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying?, TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y S.D.E C. Trustees C.O.Application {..-- :--• , Flood Permit Examined r '20I s�(( _ ; 1 { Single& Separate rz !_� 1� Truss Identification Form AUG, 2 2 2019 1-~ Storm-Water Assessment Form Contact: �l2mrLee Approved ,20 � 2-04, LT/�C� � !&T7D � T Disapproved•a/c P'1AM )1q0 Phone: 2O Expiration ,20;V Buil i g nspector APPLICATION FOR BUILDING PERMIT Date 2,LV> , 20_I__ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or ` ublic 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 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'leas 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 b'e 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) &06 LIA)WA 6TVW�; — - � (Mailing ad rens of applicant) State whether applicant ' caner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ��mob)ew at- Pntjr D (As on the tax roll or latest deed) If aDp&ant is a co oration, signature of4uly authorized officer (Name and title of corporate fficer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locate®of land on whichposed work will be done: O sueer House Number Street Haml t County Tax Map No. 1000 Section I Block �_; Lot �_ , Subdivision 1 A Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyLA AtOMA/U!5r— b. Intended use and occupancyAAHD-6(' 3. Nature of work heck which applicable): New Building Addition Alteration Repair IV Removal Demolition Other Work e:b fn (Description) 4. Estimated Cost 0 Fee / (To be paid on filing this ap lication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor Aj 4 If garage, number of cars ' 6. If business, commercial or mixed-occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front L JD ® Rear B__- Depth 56 Height U&a�l/l) Number of Stories —, Dimensions of same structure with alterations or additions: Front /) Rear Depth . Height Number of Stories 8. Dimensions of entire new construction: FrontRear Depth Height Number of Storie 9. Size of lot: FrontII� .. 11 Rear Depth 10. Date of Purchase (I�� OWW 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—X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of remisesK Mtxi&J&LRjreCoAddres �' 60 �� Phone No ✓���-Z799- Name of Architect Address Phone No(&-2i) 205- 3850 Name of Contractor ess Phone NoC(60 °!S?-7Y)y YVft M111 2 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESVNO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF fc-U kX) on —'S�SA Jua- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the &"r (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have perfonned 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. Sworn to before me this �j KEVIN KELLEY day offr RY PUBLIC-STATE OF NiwOR No.01KE6388388 QuJified in SuffolkroUntl Notary Public My Commission Expires 03-04-2023 Signature of Applicant + APPLICATION W ' PAGE 1 of a -~- TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY THAT AL TEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE B T O M ONVLEDGE,TRUE AND ACCURATE. (APPLICANT'S SfG*ATURE) DATE SECTION PROPOSED DE*LOPMENT(To be comoictcd by APPLICAh'Tl NAME ADDRESS TELEPH NE APPLI ----� 1►O 1112 3 20 BUILD R .�• Gr87— �r1 V, AAAl 2 ENGINE J' 2d6 Wtico1J ��JECT LOCATION: -- • To avoid delay in processing the application. please provide enou& information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas. the distance to the nearest intersecting road or well-known landmark- A sketch attached to this a plihcation showing the project location would be helpful. i J® J vT c FDP(93) APPLICATION PAGE 2 OE d ---- DESCRIPTION OF WORK (Check all applicabfc boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure ❑ Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofing? ❑ yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) O DrAnolitiou ❑ Manufactured (Mobile) Home (In Manu- replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT S - ®00 0- S. OTHER DEVELOPMENT ACTIVITIES. 6 <1.) c- pow", ❑ Fill ❑ Mining O Drilling O Grading 'r ��(�G,7 ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) f7 Road. Street or Bridge Construction ❑ Subdivision (New or Expansion) O Individual Water or Ser System O Other (Please Spect7y)• After completing SECTION 2, APPLICANT' should submit form to Local Administrator for review- ECTION 3: DPLAIN DETERMINATION o be corn Ieted by LOCAL ADI�fINI RATOR The proposed development is located on FIRM Panel No., . Dated The Proposed Development: ❑ Is hM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)' • 0 Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated Cl See Section 4 for additional instructions. SIGNED DATE • APPLICATION PAGE 3 OF a SECTION 4 ADDITIONAL INFORMATION REQUIRED fTo be completed by LOCAL ADMINISTRATOR] The applicant trust submit the documents checked below before the application can be processed ❑ A site plan showing the location of all crostmg structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor,details of floodproofing of utilities located below the first floor and details of enclosures below (he first floor. Also Cl Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodprooftng protection level (non-residential only) Ft.•NGVD (MSL). For T,. floU�i-oofed structures, applicant must attach certification from registered engineer or architect. C3Certificatio`from a registered engineer that the proposed activity in a regulatory Iloodwa} will not result in any increase in the heigh( of the 100-year flood. A copy of all data and calculations supporting<rhis finding must also be submitted_ ❑ Other: E 5: PERMIT DE'IERMINATI N e completed L AL ADMINI RAT R I have determined that the proposed activity. A.❑ Is B.❑ Is not • in conformance with provisions of Local Law # , 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Admiaistrator may issue a Development Permit upon payment of designated tee. If BOX 8 is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals rAPPLICATION W PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? O Yes ❑ No Hearing date: Appeals Board Decision --- Approved*) ❑ Yes ❑ No Conditions SECTION GAS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Licensed land surveyor (or attach a certification to this application) Complete 1 or 2 below. L Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) EIevation of floodproofing protection is FT. NGVD (MSL). " i NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by FOCAL ADMINISTRATOR1 The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to easure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES 0 NO DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION ERTIFI�ATE F QoMPLI&NCE o be completed AL ADNITNTIRTRAT R Certificate of Compliance issued: DAZE BY: • r-� Attachment B 4 SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE Or COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (O"WER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCM. ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE,REBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) 1 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9123 DATE: NOVEMBER 15,2017 ISSUED TO: KIMOGENOR POINT C6M ANY d6 DANIEL BINGHAM PRES. PROPERTY ADDRESS: 50 JACKSON,STRELT.NEW SUFFOLK t R ' 4 SCTM#1000-116-6-24.1 i AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code'of the Town-'of Southold and in `t accordance with the Resolution of the Board of Trustees adopt d at the meeting held on November--15, 2017, and in consideration of application fee in the sum of 250.00 ipaid by Kitt ogenorsPoint::Cotnpany-cfo.baniel Bingham,Pres. and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following:. Wetland Permit to repair existing clubhouse foundation,i.e.Install new foundation pilings, replace porch, decking,replace and/or sister existing foundation framework�components(e.g.girders),and install new materials to stabilize and secure the building(e.g.hurricane straps);construct approximately,133 linear feet of mid-sill vinyl bulkhead(EL ,14.73')around'theee sided of existing clubhouse and install 134" ; untreated cap to cover bulkhead and gap between bulkhead qnd existing porch;install 14'extension of existing bulkhead return(stepped down to EL.13.61)to conn ct to proposed mid-sill bulkhead; backfill extended return with approximately 4 cubic yard's clean•sand fill and plant with Spartina patens(18" o.c.)to establish approximately 64sq.ft.area of high marsh;-replace two sets of existing steps-with two sets of 40'wood platforms(over mid-sill bulkhead)and 1 'x7' steps; remove and replace in=kind/in- place 14'x5'section of existing dock catwalk to allow for installation of mid-sill!bulkhead; place, approximately 46 cubic yards clean sandy fill.beneath clubhouse to,raise grade to EL.13.61; and remove and replace in-place 5';x86'timber footbridge using open-gra{e.decking; with the condition thaf.during construction if,any,Spartina alterniflora or.Spartinapatens.ia�disturbed that same be restored in kind; and as depicted on ihe`site plan prepared by Jeffrey T.Butlers P.E.,P.C.,dated September 25;2017,and stamped approved on November 15,2017. ! ev i IN WITNESS WHEREOF,the said Board of Trustees heieby causes its Corporate Seal to-be affixed, and these presents to be subscribed by a majority of the said Board as of this date. _ Glenn Goldsmith;.Absent C 1 Glenn Goldsmith,President �Qf SQ(/ry Town Hall Annex Michael J.Domino ,`O� O�4 54375 Route 25 P.O.Box 1179 John M.Sredemeyer III Southold,New York 11971 A.Nicholas Krupski G � Telephone(631) 765-1892 Greg Williams % �� Fax(631)765-6641 �y��UIVi`l,N� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1769C Date: October 21,2020 THIS CERTIFIES that the repair of existing clubhouse foundation,i.e.install new foundation pilings replace porch decking,replace and/or sister existing foundation framework components (e.g. girders),and install-new materials to stabilize and secure•the building_(e.g.hurricane straps)• construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL.±4.73')around three sides of existing clubhouse and install±34"untreated cap to cover bulkhead and gap between bulkhead and existing parch;install±4' extension of existing bulkhead return(stepped down tAL.±3.6')to connect to proposed mid-sill bulkhead,backfill extended return with approximately 4 cubic yards clean sandy fill and plant with Spartina patens(18"o.c.)to establish approximately 64'sa ft area of high marsh;replace two sets of existing steps with two sets of ±4'x7'wood-platforins(over mid-sill bulkhead_±2'x7' steps;remove and replace in- 1�vnd/iri-place±4'x5' section of existing dock caiwalk to allow f6r'installation.of mid-sill bulkhead-,place approximately 46 cubic yards clean sandy fill beneath clubhouse-to raise grade to EL =Q 6'.and remove and replace id-place 5'x86' timber footbridge'using open-grate deckhig•with-the'condition that during-construction if any Spartina alterniflora or-Spartina patens is disturbed that same be restored in kind; At 50 Jackson Street,New Suffolk . Suffolk County Tax Map#1000-116-6-24.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 13,2017 pursuant to which Trustees Welland Permit 09123 Dated November 15, 2017,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this_certificate-isbeing issueis for the renair_o£exi_sling clubhouse foundation, i.e. install new foundation12ilings,replace porch decking,replace and/or sister existing fibundation framework components(e.g. girders) and install new materials to-stabilize and secure the building(e.g.hurricane straps)• construct approximately 133 linear feet of mid-sill vinyl bulkhead(EL ±4 73') around three sides of existing clubhouse and install±34"untreated cap to cover bulkhead and gap between bulkhead and existing porch- install f4' extension of existing bulkhead return(stepped down to EL.±3.6')to connect to proposed mid-sill bulkhead,backfill extended return'with approximately 4 cubic yards clean sandy fill and plant with Spartina patens (19"o.c.)to establish approximately 64sq.ft. area of high marsh,replace two sets of existing steps with two sets of-+4'x7' wood platforms Lover mid-sill bulkhead) and±2'x7' steps:remove and replace in-kind/in-place±4'x5' section of existing dock catwalk to allow for installation of mid-sill bulkhead;place approximately 46 cubic yards clean sandy fill beneath clubhouse to raise grade to EL.±3.6'; and remove and replace in-place 5'x86' timber footbridge�g open-grate decking:with the condition that during construction if any Spartina alterniflom or 5nartina patens is disturbed that same be restored in kind. The.certificate is issued.to Kimogener-Point Company-c/o Daniel Bingham,Pres, owner of the aforesaid property. .Authorized Signature d - Am lomw NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-00249 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DANIEL/JACKIE BINGHAM KIMOGENOR POINT COMPANY PROPERTY 170 OXFORD BLVD KIMOGENOR PT RD AT JACKSON STISCTM# 1000-116-06-24.1 & 1000-117-10-1 GARDEN CITY,NY 11530 NEW SUFFOLK,NY 11956 THE KIMOGENOR POINT COMPANY C/O DANIEL BINGHAM 170 OXFORD BLVD GARDEN CITY,NY 11530 Facility Application Contact: EN-CONSULTANTS 1319NSEA RD SOUTHAMPTON,NY 11968 (631) 283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: New Suffolk Facility Principal Reference Point: NYTM-E: 711.731 NYTM-N: 4540.669 Latitude: 40°59'23.0" Longitude: 72°28'58.6" Project Location: Kimogenor Point Road at Jackson Street - Watercourse - West Creek Authorized Activity: Repair foundation of Clubhouse by installing new foundation pilings and framework components, replace porch decking, construct mid-sill bulkhead on three sides of building, extend existing bulkhead to new bulkhead, place fill landward of the bulkhead to raise grade, remove existing steps and install platform, remove and replace existing timber foot bridge and install plantings. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 2/26/18. (CKW) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-00249/00031 New Permit Effective Date: 2/26/2018 Expiration Date: 2/25/2023 Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 1-4738-00249/00032 New Permit Effective Date: 2/26/2018 Expiration Date: 2/25/2023 Excavation & Fill in Navigable Waters - Under Article 15, Title 5 Permit ID 1-4738-00249/00033 New Permit Effective Date: 2/26/2018 Expiration Date: 2/25/2023 Page 1 of 7 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID I-4738-00249 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: ROGER EVANS, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Br ook, NY 11790 -3409 Authorized Signature: �tJ� Date�J Z6I Z0/ h g Distribution List EN-CONSULTANTS Marine Habitat Protection CLAIRE K WERNER - Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS I. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DE'C ID 1-4738-00249 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead or on a barge. 6. Clean Fill Only` All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 7. Jet-in Bulkhead Bulkheads constructed directly adjacent to vegetated tidal wetlands shall be hand driven or jetted in with no disturbance to the tidal wetland. Trenching is strictly prohibited. 8. No Structures on Bulkhead No permanent structures shall be installed on the authorized bulkhead without first obtaining written department approval (permit, modification, amendment). 9. No Runoff Over or Through Bulkhead or into Wetland There shall be no discharge-of runoff or other effluent over or through any bulkhead or shoreline stabilization structure or into any tidal wetland or protected buffer area. I l o. Wood Preservatives a. Pressure treated wood used for construction of in-water structures must have undergone a treatment process approved (stamped or otherwise marked as certified) by the American Wood Preservative Association. b. Wood treated with Pentachlorophenol (PCP) must not be used in marine or brackish waters. Wood treated with PCP must be aged in the open air for at least three months prior to in-water use. c. The use of creosote treated wood is prohibited both in the water and upland areas. d. Chromated Copper Arsenate (CCA)pressure treated wood must be clean and free of CCA surface deposits. Wood with surface deposits must be washed for at least 5 minutes under running water prior to use. The washing must occur greater than 100 feet landward of any regulated,wetland and/or water body. (Note "E." below for handling wash water.) e. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands or protected buffer areas. 1 I. No Floats, Ramps in Vegetated Tidal Wetlands Floats and ramps may not rest on or be stored in any vegetated tidal wetland. 12. Repairs to Structures All repairs to existing structures shall be confined to replacement of existing elements with no change in design, dimension or materials, unless specifically authorized by this permit. Page 3 of 7 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-00249 13. No Dredging or Excavation No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 14. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 15. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized as per the specifications of the approved plans immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 16. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 17. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 18. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 20. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID 1-4738-00249 21. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Jeffrey T. Butler, last revised 9/25/17, stamped NYSDEC approved on 2/26/18 . 22. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation''shall accrue from any such damage. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations;standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned,will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 Atft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION low Fagility DEC ID 1-4738-00249 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation&Fill in Navigable Waters, Tidal Wetlands, Water Quality Certification. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e, noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00249 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 ST/ TE OF NEW YORK DEPAFZTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WAS-HINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO W W W.DOS.NY.GOV SECRETARY OF STATE August 23,2018 Mr.Robert E.Herrmann En-Consultants 1319 North Sea Road Southampton,NY 11968 (rherrmann@enconsultants.com) Re: F-2018-0427 U.S.Army Corps of Engineers/New York District Permit Application—Kimogenor Point Company(Daniel Bingham) NYSDEC Region 1 applications: 1-4738-00249/00031, 32, 33 Install proposed:E133LF mid-sill bulkhead and proposed -+4LF bulkhead return extension.Install 10"diameter x 15'lg timber piles at rear of club house(east side-porch repair). All porch decking Is to be replaced in kind.Porch stairs are to be re-built. Exterior storage closets are to be removed and reset as required to replace decking.Existing 5'wide x±86' long timber Foot bridge shall be removed and replaced(in- place).Fill behind Mid sill bulkhead and behind proposed extension of existing Bulkhead return as indicated. Use temporary heavy equipment mats as required to move equipment onto the site and move around on the site to construct the proposed work herein. Damaged vegetation in high marsh and intertidal marsh areas shall be replanted after all construction is complete 50 Jackson Street,West Creek,Town of Southold, Suffolk County General Concurrence Dear W.Herrmann: The Department of State received your Federal Consistency Assessment Form and consistency certification and supporting information for this proposal on 4/23/2018. The Department of State has determined that this proposal meets the Department's general consistency concurrence criteria.Therefore,fizrther review of the proposed activity by the Department of State, and the Department's concurrence with an individual consistency certification for the proposed activity,are not required. This General concurrence is without prejudice to and does not obviate the need to obtain all other applicable license,permits, other forms of authorizations or approvals that may be required pursuant to existing New York State statutes. Specifically, it appears that you may require authorization from the New York State Department of Environmental Conservation(DEC). Please contact the DEC Region 1 office to determine if their authorization is required. When communicating with us regarding this matter,please contact us at(518)474-6000 and refer to our file #F-2018-0427. NEW YORK Department STATE OF OPPORTUNITY_ ®f State r Y ) Sincerely, Matthew Maraglio Supervisor, Consistency Review Unit Office of Planning,Development and Community Infrastructure MM/jn cc: COE/New York District—Ronald Pinzon DEC Region 1 —Claire K Werner PROP05EE)-NORK GARY: IN5TALL,PROPOSED.,f133 LIN`F ,MID-SILL BILKHEAD,AND PROPOSED t4 LIN FT North Fork 1 r ! 'BULK--E 4D RETURhk BXTi=NSION. INSTfL 10" x 15' LG TIMBER'�PILES AT ''•t' '""'"'"' ' TQTiItL� REAR„OF-GLOB HOU E�(EAST SIDE-PORCH REPAIR), ALL-PORCH DECKING CC.: 15 Tb,BE REPLACED IN KIND. PORCH STAIRS ARE TO BE RE-BUILT. i Ir �1 R �•�'`! EXTERIOR-5T TO,BE REMOVED AND RESET AS ORALE CLOSETS ARE TO-REPLAG)=-DECKING. EXISTING 5 WIDE X fSb LONG TkMBFR. Lu `�. •• ,'� •• � A[7 ' FOOT"BRIVOE SHALL REMOVED �tND,RCF'LAGED (IN-PLACE)., PILL BEf kfNDCID MID.511L' BULKHEAD AND,BEHIND PROPOSED BULKHEAD EXTEN51ON OF EXISTING REf,URN A5 INDICATED. USE TEMPORARY HEAVY EQUIPMENT MATS 1 4. �' ` .3 u ,, A5 REQUIRED TO MOVE EQUIPMENT ONTO THE-51TE AND MOVE ! �. i;`,. 'e' ' THE 517E TO G0N5TRUGT THE PROPOSED WORK HEREIN. DAMA " �' OR,Vk=6;=TATlO kN.HIGH MARSH,AND INTERTIDAL.MARSH AREAS 5HALL BE '�F t REPLANTED AFTERAALL•.GOk15TRUGTION 15 GO LETS: '` tSOUROS RU x,' �� Nat1=: � 4 ARD f i'S •' x cs THE•WORK•PROPOSED TO THE STRUCTURE 15 CONSIDERED A REPAIR IN ACCORDANCE WITH 5EGTION 404 OF THE IEBG-2015,AS ADOPTED BY NEW YORK :STATE. IT'i IAS BEEN EVALUATED AND DETERMINED THAT,THERE 15 NOT SITE SUBSTANTIAL 5TRUCTIBRAL,DAMAGE AS OF THF DATE OF TH15 DRAWING(SEGTIoN 4042.1). A5.5t1CH,THESE REPAIR55HALL,BF DONE AGGORUING TO SEGTION, -�;.�: °,::r,�.--• � �., c-r 404:4. A5 FtR-51:GTIDN 404.5 (FLOOD,HAZARD,AREAS)THE THRESHOLD FOR SUBSTANTIAL- IMPROVEMENT OR SUBSTANTfAL-DAMA6E�IS NOT MFT,THEREFORE : J{lt11Coe f78r � THE.5TRUGTURE'15'NOT REQUIRED TO COMPLY WITH'THE FLOOD DE516N �D� -�-la REQUIREMENTS-OF NEW'GON5TRUGTION, NOT T0,'5GALE ' ` `k�`I.s l F �QRARY-'NAVY W1FtM MAT5 OP05M SITE PLAN FOR: TEMPORARY 1•tEAVY.EQUIPMENT MAT-WILL i3E,PLAGE15 OVPR'FXI5T046-MARSH-A5 KIM06FN02,POINT,GLUBHoI)5E SITE PLAN-BASED ON REQUIRED TOJPZAN5PORT AND OPERATE FGWIPMENT DURIN6 GON5TRUGT;ION -ALL SITUATE AT: ORI61RAL:5URVEY'6Y: ROBERT.H.FOX,SURVEYOR DISTURBED/,,DAMAGED AREAS OF FIIGH M�+RSH Mr'V'YECETATION`WILL BE KIkbG-ENbR'POINT P.'O.BOX'#336 A�O6UE,NY IM31 `.REPLANTED,WITHC-SR'RTINA PATENS;(18",O.G}.AND ALL DISTURBED Y DAMAGED, T&*,OF 50Ui HOLp AREAS DF-INT>=RT[DAL MARSH(IM)_VF6EfATION HILL BE REPLANTFU WITH SPARINA DATE. Oq-16-15 ALTERNIFLORA(18°o CJ. 5UFFOLK GOUNTY,NEW YORK LAST UPDATED: Ob-2047 56TH No.: 1000.1164-24.1 DATUM: MLLW PILL MATERIAL. T6. EE TR ZKMIN: FIFTY,VED"'UPLAND SOURCE.(50)CU.'7D5 OF CLEAN�FILL((;OMPATIBLE 6RA APPROIN,SIZE}SMALL f3E'FIIRLHA5I D'FROM AN NOTE, NO EXCAVATION OF THE 517E HAS BEEN AUTHORIZED FOR THE FURF05ES OF'OBTAINING FILL-OR OTHER MATERIAL. >_ y NOTE: `' T; & .O .` SECTION%D1--7AIL 5YMB6L5 AND NOTATIONS-LOGATER5 WITHIN T1E SYMBOL POINT TO DE5Im DRMIN6 , - 1 RAWIN6 SET PER ARMY, GOMMENT5 SENT TO LOGA71oN,,LOGATERS oUT51DE.OF THE S1(NBOL POItIT TO`ARMY'CORP(AG)DRAI^IIN6•L06ATIONS: E!Y EN-GON�.'ULTANTS'ON o7-I'7-2018 ' - to 'I'RUCf'URAL REPAIR PLAN FOR: r-IMOS OR POW CUBHOUM FADE: JEFFREY T.BUTLER.P.E.,P.C. HY P.O.BOX 634 3493 lF� BOTH No 1 b-• 24J SHOREHAM,NE3q YORK �O �S.SIDN OF SUFFE Lk TOWJ-OF 5WRi01D TEL.e 6312088850 PAX,65H.7Z717 .JOB No., 150004 DRAM BY: pj/ r, - .m„sr T.nmmrs,PL DATE, 4..ai joie Aim�.,, of 16 PROP65FD t4' EXTEN5ION,OF EXI5TING 6ULKHEAD �p1 PRO -51H VINYL R 1URN (VINYL, TOP OF BULKHEAD = EL. X36') U5ED TO � � P05ED MIP NO BU I-IFAI7,,"APPROX.II33 WN.FT BRIDGE THE GAP BETYEEN EXI5TlNG BfJLK!1EAD RETURN � r�4 (5HOWN BRpII FOR PUWQO S OF b ARD PROPO5ED=MID SILL BULKHEAD 5EE 5EGTION 'Al' GLARi1Y-DEMO OF-EX.STEP5) AND ENL AR6ED PARTIAL�PLAN'°FOR_GLARITY �j �., EX.35t$'�5T5 TO BE ED�(/ {THCS.DWC,AG 5FIT5'B; 4 5} �.�4 � FLATFORM AND,5TEP5,(5EE,ENLAPC EX..31ki'°STEP TO BE REPLAGED WI'NEN PARTIAL.PLANJHI5 DW6;,AG-5HT 3) PLATFORM AND 5TEP5°(5EE,ENLARGED PARTIAL PLAN;THIS DW6;AG 5HT At t�ta11 ,t PaTLI, SITE PLAN 4d . i ExISr,W PORCH ro � . _ eF IRKED sGALE: 1" �. n FOR ETII/tRC�ED � e1,5s7f TO BE,RB ,/� �EX.15TY! FR EXIST.VID'G11�8 HE, �IORKE7D GLIO HOl15E 4 PORGH � Y ` PLAN'SEE DW6 No,3 ON"M'PILE5 T0"6E � of 5TWJGTiR?ALLS� EDGE Off=EX15TINf5r IV a FOR ENLA�EV o REPAIRED :FOOT,'BRIDGE°PLAN � 5EE DWG No.IO ` P R1. ti fh'hQ l si t Ir Al H2 gi5EE,515GTION AI" EOR DETAIL,THIS 5HT ° S EX15I. 5.0`W�X }86`LG G3 't TIDAL VETLAND BOUNDARY _ 3 . ?3 L'OGATED'ALON6•PERIMETER OF TIMBER FOOT B.RID6E �. . 6LU%Id6E,.A5.D MINED BY TO:BE=REMOVED ANDI EN=GO1�t5U1 TAhtTS AND REPLACE`{IN PLACE). A3 tIIA9� 6.°HAMMAR1if,NY,, 5EE 5141`No's 11412 3 G3 ti � GONSTRUGTION ` ' 5, � tqc 151 'INf HIGH#'WAT1=R.(SLIt^ 15 RE,Q'MNTS '' ,tom 3 . 1v EGIUAL TO PERIMETER OF ` #3 GLUBHOU5E AND IN,SOME z`C NE[ l� �� LOCATIONS EXTENDS BWTHTHELLUBIk7ZENiOT VISIBLE IN OVB4EAD MEW) KIM, GENOR,POINT Co. �� �? �y� tDSc t,SF ExISTI I� TNI No. 1000-116-16-24.1 9 ` {a, 4` � Lu _ KIMOGENOR•POINTCt). Lu �t•c�a,� sam No. 1000-116-6-24.1 k 495 STRUCTURAL REPAIR PLAN FOR: K1 R Rol cAlWHOUSE JEFFREY T. BUTLER.P.E.,P. FE SO P SGTM t1D. i16 s�€.1 SHOREHAM, N P.O.H N b34EW YORK GOUHrr of SUFFOLK TOMOF SOUMOW 2 TEL.,631.208,8850 FAx, b31:f27903o .108 No.. 1500Oq DRAW SY:" - RAG J".mf r.a,na;PX. 17ATE, 02 21-20t8 , /�� �� of 16 } f19M PROPOS 10V x IV W CGA AREA TO BE FILLED KT1414 CU.YPS,OF -TIM5M'PILE i FORTP4POSW ,COPA AMME BAN S4M FILL OSiAMD {,t4' ati M1D 51LL Btu 1c} AD trfP•OF 18} FROM AN APPROVED LFLAID Sdk2GE TO'AN 'PPGP.Kota-x-10W WOOD ELEVATION OF 5b'. AREAklr11 i BE Fi ANTBJ �` PLAT-CM,{g{NLT OVER k0F? WITH SPARTINA PA(£hE,(PLANT 18'OGJ ,g; M10-51LA Y. AD)AND X2'D X"T"Nv 5TLs5 Al �VES`T' CREEK ► axe ! DQ5TTN5 r4N C HI4 WATER LINE ' r? iAA ' MP05D amff oNcf�J1-T-.0.NS VINYL. LOW WAT6i UN:tE E x:Dock r /`�� � �(A�Ox 4'.ImN ff,-T-.0..a T.O.DXK o el,5.0' ar FJ�=41.-0-69 MWTo k06E Ht&AR X70 RJ t41 KINE ,�� a 6EI)fEN E45TIN8 EfiLKH M RffM A D W y PROPOSED WSILL SILK f-AV ` INTERIOR WALL -PROPOSED, 'J{ U eo 'IL AL16NM W E451 N5 ROOF OYERHANb l FRL7!?.x4A1?x,?:DW WODfl FLAT hr 1 \ (B'J1LT'OVERF -F11D5lLLMWEAD)• AI 1 TMBI3t P11 'PFLO' 7 HM /��tt77����11 IN 3•� AND f5'D x iA`W N D qM 5 TO BE w �i+i i1 (f�` CON3TFX�,N PL'.AGE OF EMST. T� .� , ' �ry .SKL BE=GGA (:rP x`1616 01-GTY=26) 54iT 2(AG,sw 6)F:012 FND FLAN REMTCiVE AHD•I�-INSTALL POR:i10N DGL'k TO DEGK � i � � �'A5 REWRM To ALLOW FOR,PRO K{ Ap PROP�EOiY.IiEAD kOX GAF CRD%1145.RE-INSTALL IN FLAG � p ?'� fW DPx,1433 LIN'FT GL05B&ARSE7Y>�d t�tl AFPROX°46 Gl1YI75.S Gl FAiI SAhD6 FILL TO Y ✓j ��' �-" E0,PORCH AND MOFORD aLK}M EE PLACED LAS 7 MID SILL atK+pAD �'� '�tw c•-• FROPt�I YINYL MID-SILL I�KHr}+D CFO RA15E THE NATUP.AI-6RADE SUEATH �`�` �� GIJ�TO'EL 4 9 t AP'PROX,�133`LfN FT, '1� PFtDf 10*$XI5'IB i �. iA.BULKHEAD A EL t433' C4A,TIM�PILES ` EXIST.G R STFW WEST GREEK t � }{�. REFAIR`OF CUMIGIZe t 70' N rift ,., :(ABV MLLI^U 5Fi?IN&HIGH�dATER I,F TO F-MAIN�11rf aF ECTAL 70 Ft IMETEIZ OF GLPlCJI35E AND IN,501f LAGATiONS D ' A1TI' FOR PROPOSED WORK INT-FIRS AREA Pte\' �� � � � �a0` ft,�Vf51M SEE EI✓II,ARGED.PARTIAL PLAN ON \ / rte.- ��' T'� T •��; - 3� IN OVERHEAD VIBE R-PLACEMENT FOOT BRIDGE J e r ? U' r�pSFIT cc PARTIALPLA Lu STRUCTURAL POIN'REPAIRBHOUSE FA6E; JEFFREY T.BUTLER,P.E.,P. .. �� ' WVn4OL ,Wr &34Q' 5GTM No.1000-116-6-:24.19NOPREHAM,H54 YORK FESSIO GOUPiTY OF 51lFFOLK T0I N OF SOVnbLD 3 TM.-631.206$&50 FAX= 631-127.6055 ,Joe y0,1 ls000q PRA, HN RAG PzDATE: 0--21-2018 Acv®er..rre o f (b r rPART OF I EXISTING SECTION ► /i.CIS.1A ' EXISTING 1 STORY FRAME 1. 1`� ' GOOF OVER PORCH �j CLUB H005E TO REMAIN t TO REMAIN 5r,ALE: Y4° _ ,'-o" I -VIP xi8'I&6ALVANIZED � � a� F.FLEl .@ 6A` LAG BOLT WI WASHER MP I BOLT ���'� FER GIRDER/PILE INTERSECTION) � ��� ALIGN ` T.O LEDGER,FOLLOYER,VINYL SHEATHIN6 AND WHALE @ EL 4h3' 4 T.O.BtILKFAD EXTENSION® ~ AL16N FOR EASE OF GAP INSTALLATION ` EL.f3h6 MATERIAL AND PROP{ 4x6 GGA GIRDER TO GONSTRZTION OF BULKHEAD I PROP.2xb UNiRi ATED GAp, EXTENSION TO MATCH PROP05EU a € R�1 AGE D45T1h15.EXTE�TO -� ExI�CIUO T.O.OFZAaE BEYOND APPROX.f34 DP X ii33'Eb, : x MID-SILL BULKI$.AD. INSTALL 2X _ ffM ON PROPO5HP MV--SILL EXiS?.BULK.HEP.D RETtfii�r ,� T,Q GAP�}3.4:i3 , I UNTREATED GAP TO MEET GAP AT 1 ° 1I G m L6 TOP OF EXI5TIN6 VINYL MID-SILL MLKFEAD,SEE'm GI, �. EX.2x8 FJ(REPLACE BUL<HEA D RETURN THIS 5HT. `� STAINLE55 57M GOFWTOR ® —t ' DECAYED FJ W 2x8 AGCY MODEL No.1116*55(SPI,.ORD% FL EL.® fSA2' ——••.----I Jai EL,40 F 1 fS23'' - EX.2X10'FJ _ T.O.G-f�ftpE BOND EX PROP05M 2-3x8 GGA 6RDR5", �'� : ....,•.,,., ,�„ »a='.'-�?-"�.. ttf .; ,:. . „ ,, SA.FROR'69DR®±4b3' 80.EX 6DR @ K nI i � : �.,....>k;:_. P _Ea,�", �. T�,,. "F'ROi'w'2xlO" 1}�BOLT P1 R:P1 m v, � ? ,` - R (2) �GR0551NO - • ., _ _, _. _ ,.-w`.- .».,rr �:�:. � __ ;'�.p,•r.:.+mss Rsk-.r, �`,".;�'�,a.t.�`:. MI"LLBUL :k. _ r,. ,,•i6+r4� pµiai�`w t.e.ry, �yr.i`.v��{':°i'w{3�;1LL§,a"�..+`ro'.«. • .�3'w:s+,+.. L ��� . .� - . .'� •�_�t �.1Sr t'REVEAL Y ,,jj��`` 'ram GU. 'SAN[zY'I`I ,i'€ € 'p MIeW:'. cL.'O.O, ,r r MAi14TAIN'12-GF.EfIR'' F'AG " s 11�? YRD;OF N11D,5ILLa D,I<. �xf3.0” �RAIr..��Nf�1:=�t2PIYARIES)TO$.�4:f1)° ROPOl7.� YILALE"PERP.TO.MID`51LL`BULK D r" a' i LL'YE3 6x8 GGA Ab 66 GGA fiOLI OYEZ(iq'LB). r_t A`'V AI E AFdD.bX$'CGA 3=C 1171^lEf2` °' E r r I RN PARALLH.TO MID SILI.'WJ*IE0, J WLT. 116TALL AT aNATION SUITM ' RM`PARAl.IFi:� 0 EXIST.° �+x8z�1 L'6 GGA e, /gyp//����y/�� �y p�p� RMS FMODbIG1A.AR 4KE �"!� -'�'��'Y f t 3,1 k 1 S FVR Wiwi oN OF LJ11L]a/ 2 - Fi45f$1;5y''iHRFt.BOLT Gi'3.1dN .TK3N`TO E)Cf57{N6 RETURN. ��e r,t al II:' USE s/'TK 56.PLATES(TOP.AND" r "� v as {A6 TD OPPOSING WIA1E`i GGGT F1IGULAR WIfAL£5- t4'LIN.FT. �(i I U USE%`THK S.S.PLATES(TOP AND BOTTOM) r AP?ROXIMATLY 4 a.YD5.!�GLEAN'5kW Fill.TUBE R YED IA1 DA40 LAG TO OPPOSING,WHALES(SEE DTL'Gl',THIS 5HT) � PROP05ED (�r �" � OF l t�D tZEIlRH(TO�SE - B-2;2'TOE..3V) ` W PIANTID MH SPAXMn A PA1E%,(18'UG) PROPOSED WOOD PLATFORM AND WOOD =rEXtEN51oN I r PRO4'O.�D M!D-SIL`L BUIJ�lEA1?, STEPS TO GRADE ARE REMOVED FROM �� f �! i (S: Atm 56b2 VINE +Tt3t Oml X 10'X 10'1) THIS VIEW FOR PURPOSES OF CLARITY _ L ,III_----IONP :GGA 711413ER PILE FOR PROPOSED Mf"LL all*EAD MTIGAL OF 18) PROP05H7 VINYL 5HEATHIN6 ` f-0 SHORESUARD 56-625 VINYL SHEATHINs D ''�4' _ • 4)g 03854 x 100 x'101 x±41 LiN.FT., 6) �� � � b4 T.O.R LKHEAD RETURN EXTENSION= EL.fah' Lu t� u3 STRUCTURAL REPAIR PLAN FOR:. ri POINT Luh PAC- : JEFFREY T.BUTLER.P.E..P: 34g X 6-34 IV STM No.IoOo-'INY a4.1 S +AKrYORK FESSN - cca» Y M TOM or-SOUTHOIM 4 TEL.: 6312088850 SAX: 6311278033 JOE to.: I50004 DRAM BY. RAL .w74wY.1lURi'F.PS DATE: 03-2I-2010 AF'R0VID,6Y:JY5OIL Iro FROP05M 2-3xb GGA 001JOLE)61RDER TO REPLACE EXI5TIN6. irf EXTEND TO BEAR ON PROPOSED t10`+fl PILE ' APPROXIMATELY 110 FOOT LONG ' USE 51MPSON STRONG--nE GONNEGTOR MODEL.NJMBER HU68X,5TAINLE55 5Tffi. ' HEi6HT=l,011 WIDTH= 5.25° # (5PEGIAL ORDER- 'T EUSINE55 DAY LEAD T1Wj w �� { EX.2x10 FJ p I TA.PROP. PRDF05ED 2-33X8 GGA 69DR5, PILE 644hf ' EX.840 PILE ! B.O.PROP'6ROR&±4'b3' (TO REMAIN UNTIL,INDIGATED) ,, ':; ;s ,, LA6EOLT,WI °( :�.` = &1Rom PILE INT GnO,� ' I I 4-1 1000 x 61-6 GGA TIMBER PILE { ` FOR 5TRUGTURAL REPAIR Y' { OF CLUBHOUSE(TYPICAL OF 8) ----� { PA�T OF { o a 0 SECTIC�lN 'A 1 �E� z tin CO d w . -1 cn C? STRUCTURAL REPAIR PLAN FOR: FAISIE. rllt- POINT GUBHOWE JEFFREY T.BUTLEM.RE—.. I F` �K'�' , SGTM No.SOUTHOLD, P.O.BOX 634 fl SHOREHAM,�YORK GOIJPttY OF Six T"OF SOUTH" 5 TEL..: 631208.8&50 PAX. 631.127,B033 -B No., I DRAM 5,: W.NO s r,.�msa ra DATE: O'1-21-201b APPROVM BY:im of 16 0 A 0 CD COLUMN ID LEGEND: TIC?FOR EXISTM-PIL F 6RID OF ID,FOR PROPOSM PILE 6RIV wpf Vt,r;, vsA PEI= 2 tw omvp) _1 4V T, 1-fw.cm k-4-6EK ARM 4"'Ts'p ago=mt&u MUMM, L= m Al ME-71 'Zv ir crr niva TO W,rm%MTM�v- l'4d UK," - I "f -nw.om ;gam PROPORD W*2 O'L&C4:A W=M I-IMP.OMM Nalb drA GW� a CF 'sw 1=114irp 2111 MX CCA OMM a M:,4M,") C'm Tfm& e "Oo 4 IM CF M-5U W.*M,W fL.%.W Z 4- III 1-id PX FiYLISt 6G�tTOtifftlGID *1 Wv.LA&M'm W ON PU lco it A" d SYMBOL. LEGEND.- f-4&[A MW il 1­661 1 jL41—.111�_ WXE'PJLE_(Ta kD-OiIN), '0 DEOTE5,RZOP05W,10-0-CZA *miz PiLE5,"v.Le FPR mopo;w W MID=51LL allJfADAtO 0 WSH 9,W,VeP X:053'LM FT5TRIMRAL REPAIR Of,aLVMSE SSOM W MMM HXP CAP • LQ,WH315 OeAD No W AW W (QTY-26 P65) �� ��- �' C€� fir} j , � 0 DEN3TE5 PROP05ED I'O"P,GGA Y hl ilMNER PILE5,ib"L&FOR,PROP05ED I=M06E(OTY-20 F65) & STRUCTURAL REPAIR,PLAN FOR EXISTING CLUBHO ONAND PROPOSED MID-SILL BULKHEAD INSTALLATION cr) Ul w 2 STRUCTURAL REPAIR PLAN FOR: KIMOSEWR f-OINT camPAOS JEFFREY T. B UTLER.P SoVn4OLD, W 501M No,1000-lib-6-24.1 F.O.BOX 654C4CUNrr OF SUMOM SHORBiAM.WEX YORK FES TOM OF scunj= 6 TM.- 651,20515850 FAX 651.12-fl.603 '105 No.. 1500014 ORAM.Err. RNI_ DAM 03-21-20I8 AFM-W3=D Uf,JM= of 16 dasTlt07 i-7 IN I STORY MAW cue Nouse: . TO REMAIN 1' 'CYED 811E FIFA ,j�P- FR.f1:®(10Exlm?1P ( -FRONT TO.8AG cam,TTCN PTS: ROOF OvasFnRCH box&`Tom'Y PALE, It3aTf�l t 2x,t ATr37 GAP of-NEW YORK CITY WZ.FO-LL01-x ATOP 14 s44 FOLLOWS ArmL4�G ISLAND 6x6 CAU POST To�a+Jux hl� 2'x10 L> •eD 1 ED6 t(11 i'I ALIGN 18,00-272=448 1811 SWAT",WRAI.E C PRE EL,4b3' � � I 1 PROP.140`?x 1.OW W00D PLATFORM(BUILT OVER F ORI H DEGkIN6'TO ae I PRl O51 D MID-51LL 8ilLIU-AD)A D 35V x TOW ko 5T69 - (( TO BE CON-STRZTED IN PLACE OF m5T.koop STN'S www.dignetnycli.com Px 2-2xtO w + 2xa Fu,t�e A� `} a. � orwww:call811.com (TOtza4AiNl .masTS IN 2X8 ACW i Ta.PILE CAP 4-15L KI>EAD ( @ 00. (for other states hAN LOW'NWTH2 EL ) 10*.a TOBEAPM&TIBELOWr. Ix 2`ta FJ--- = t eD°c5 V Fzez " By law, excavators and contractors aLKWAD G' '0 n- ! working'in the five boroughs of New York MID-5ILL Paz a EL.MAS` City and Nassau and Suffolk Counties on :..-.,.;�E! Long Island must contact Di Net, s a s.b` 9 ,r DBL3xt?+; M,wh®a,e�' 1-800-272-4480 or 811, at least 48 hours TRIM EXIST.WOOD P05TTI0 i TO FBva.DflSi.-E7iT8�`. . �BUJQV VARIES but no more than 10 working,days f `'TO OUTSIDE EA.Bt�f:1 1D iH'. AGGOMMODATH7 FILE(ii2'LM ) 1 qT `. _,_ It` (excluding weekends and legal holidays) (?J 3x13 6Rt 25 p D �� .,.' ,'� MLX®a..00` prior to beginning any mechanized digging £-Syvif Ex atm Puy I ,I ;,', :: ;��.=a - or excavation work to ensure underground (TO Ra WN U`!i Tit IVICAM) I 1 �_ � , . _._, �_ _ lines are marked. Excavators and MAINTAIN 121 ra>=pR.gpA pfZpM EDSE OF I contractors can also submit locate P.OtRCH To H76E OF FOU-01- } TYPICAL 1 requests online,-through,ITIC.if you do not I i+ip= !LL 5WEAW currently use ITIC, please call KFIFAD GAP TO 1 'r LEX an n I I PROPoS$� 3 LIN FT VINYL B11LKttEAp W/WJOD GAP 1-800-524-7603 for more information. 152112H PILZ:UNTR ATM GAP,#34`L6 SM PLAN VIEW FOR LOCATION LEE 2 FA5T54ER5,ON EACH ET®OF CAP FOR For safety reasons, homeowners are CONNEC11oN To LW6M FOL1 OWEiZ A10For encouraged to call'as well when Phu DOUG F�iRf7 T1nu ( planning any type of digging on their HOLT TO MID-511.1-,PM USE(2)$/4°x Ib'L6 6ALV.LA6 I IO'Q x 15'L6 ccA TIM3M PILE,FOR LOCATION 5EE property..Homeowners can contact us HOLT W/ FOUNDATION PLAN,THIS SHT(LOCATE TO MAINTAIN WA51�i,I HOLT PER 61RD62�PILE GROJ511� � directly at 1-800-272-4480 or by calling EX15T1�a0 HOUSE PILE 6RID'7YP) 811,-the national call before you dig SIM number`. For-excavation'work completed on — ® personal property, it is the contractor's LEAN SANDY responsibility NOT the homeowner's--to SECTION q LANDWARD contact DigNet. Having utility lines marked SCALE: 3/I6" = 11-D" .� 'l HAT.6RV prior to digging is free of charge CO s n h STRUCTURAL,REPAIR,PLAN FOR: KIF406E1'JOR Potrtr CUMISE PAGE: JEFFREY T.BUTLER.P.F.. � � � SOMIOW,NY Q7349� 507M O.I000-lr&-&-a4.1 P O.l30X 634 4 F'� OOIW OF 5UFFOLK TOM OF SPI► MD Tet.: 631205.88W r FAX: 1.127.&0 7 -M No., I5o 5y, R.14 of 16 * ��t DATE: 05-21-2016 AFFaROvED sr JM PORTION OF EX.WALK TO 13E EXI5TIN5 WALK TO DOCK REMOVED AND REPLACED TO REMAIN (IN PLACE) PORTION OF WALK TO POCKz TRIM LOGATION:CL05BT 51h'POR1NS �L2;,Z=) � EXIST.15W FR FILV61RDEt GOOEGTION TO GLUEIHJUSE PORGH o `--w CLUBHOUSE Qz "X15TING REMOVE WALKING%PFAGE(R>M FOR ii ' RDOF OVER PORCH F.F�.E REMAIN 60 = TALLATIOW,GUr RIM$DARDS AND FLOOR ,�� o 1p- J015T5. TO REMAIN . Q FA5TIE1 TRIMMED EX.J015T5 TO NEW RIM J015T 415E 55.TEGO5®ALL GONLEGTION POINTS t— Xc AND 2x OLOCKIN6 A5 REQ D s ® THRU 13OLT TO-EX.PORCH P05T5 r USE 51MPSON EEL 6O NE EX.2x&FJ (REPLACE 57AINLE5S STEEL CONNECTORS l r W.EX,DOCK = " DEGAYED J015T5 W EL.5,0' ( I 2x8 AGO) PL.EL.@ i5.92' I BA L®1523' `� �' x}�j EX 2x10 FJ 1 S.H,W,Cw EL. B.O.EX.6RDR 0 t4.Ti' --..+..✓�-.-..'•✓..,.n;,,.��..n,,.✓ .�+�:...�...r��.r+..-✓.....✓-.....�..Lr� r...:.w�,..r�...»,�-....,^.....-^,.:..-,. �r. ^..� �� ��h�:_,....,r....r..../...,s•...E'�....e..%;....�r.. M.HA EL.321 Z. k f _ . PR05E 4'S�, G ( l pC'A OKI S X G1 I ,Ir � j"` GUT'6AGK'FaR'G�ARf °��' I. �.} +=';=='r✓ROt?:=2iti.UNTREhD.GAP,_s'.> <} `1tT41G'N&1PtTfDNC �WALK'-TO t?fKK :l" I �,_ a_ "•'' ;A,:PFR'OX:`*34" r�x't33'L `. "�k,i EL.O.G % � °,TFtRfrBC>il'tW=Rl .�; ��- � 4`r �ftU,V`Rlfi�f�/FL�C3R;015'f5`-�!6°�DG MIN�A+I�(7�GDI�LT. � �_"'��,�°.-�t,� t, �'�� - � • - -• � �� . � .' ;TO`L �°'��-PORGH-Flaa _` `', ."�` I ( I PROP05ED MID-SILL•BULKHEAD, z � I ir5E 55' TEC05 0 ALL'GOW—noN POINTS I 1. I I I � � ` 'RE-INSTALL WALK SURFACE t5NOs2Er-�1A'�!D�b25 VINYL S:�IEATHI�O 0.385 X 10 X i0) RE-IN5TAL.WALK RAIL TO GORE I I I �-�—j -to" x{15'LC.GCA TIMBER PILE FOR PROPOSE N1D-511-1-BULKHEAD (r-UTSOWN FOR PURPOSES di CLA21TY1 ELEVATION - WALK TO DOC ' �� �'� �' � D' 8M PARTIAL REMOVAL AND REPLACEMENT A5 REGIU �.� 5GALE: 1/4" = 1'-0" � STRUCTURAL REPAIR PLAN FOR: PAOE. rllvosEllm POICUMOVEle JEFFREY T. BUTLER.P.E.. - - o BGTM No.1000-Iii-6-24.1 P O.pox 634 Q 073 A93 A o� Town OF s�+ow 51-IOREHAM�NEN YORK TEL-.651. &bb5O 1=Ax. 631.127 3 40FESSiONA JOS No.. 15000q DRAM BY, R.Ad-- Of 'rg va DATE. 05-21-201b APPROVED 8Y.JTB -PROP. PORGH GIRDER CONN: WHAL'.E/5HEATHING/FOL.OWER GONNEGTION PROPOSED RETAINING WALL GAP BOLT TO MID-51H BULKHO PILE TO BE FA5TENED ® I611 O.G., FRONT TO BAGK: 611x8" TOP WALE, SHEATHING U5E (1) 3/4" x 1611 LG GAL\/. LAG U5E 3/41 &ALV. THRU BOLT, AND 6"x811 FOLLOWER W/2x GGA TOP PLATES BOLT W/WASHER, I BOLT PER WASHER(HEAD AND END) AND NUT GIRDER/WHALE GRO551NG PROP05ED DOUBLE 3x8 GGA PORCH GIRDER PILE/WHALE/5H1}tTHING/FOLLOWER CONN. ALIGN T.O. PILE,WHALE,VINYL SHEATHING TO BE Ff�STENED ® EACH OCCURRENCE, AND FOLLOWER U5E 3/41 &ALV. THRU BOLT, TOP OF MID-51LL M94ER(HEAD AND END) AND NUT 4 BULKHEAD I WHALE 5PLIGE(TYP) � EL. 14:73` FL. X5,23, 0 0 0 0 0 0 0 0 0 0 00 0 0 0 • v oll' o 0 0 0 0 0 GRD ® EL. 0.0' ,a :..;,::'r•� -.::.: li 11 (VARIE5) .s r� �, � .IS.9'•::�r. `r°.t�,Y. �'�.;.I,d: .:i ,,,;:. .i";•'r'i." .:a1..:y`.S+•,'• ,.: ;., - �;:: s.:r:-r °s ,•?�' .r,3:� .a• ,r l.. s' ., �. .r }} ,'t.^" .,r..• !•.. •:x• , vi+ .'r�,�..; :,{�` �•` r L.�, .E'�f'• �.•':.. . . t �� '�o1•.L•..:1'hi�:'r�, '1 •!.`:,:r•=L,a�:�:�17'�.a} 1E, � ;: .r��.� a +'E fir(:a 'Y•f 1. ..S%' fr, 7-.,•� '•wtl.. (t �� }.�,:,. •It:i•t{ .s. ,n .I: '•1 c'^ ^'i' :1,,.` .3rd,. e.t �,,:..� J. , � •�.':.}s (` E•'.1:: ..(.>. s.I ...•• •:i.`•<'7�•,.: °6,. ..9 4• ?:; it.•,,•:i,:' , L's' �. .I '1••:., a 1•• ': �:. ::L.I.I'-;,s";T,.::I-.:1�•7,.:�h,= .,,�,:• " .:,: .a. �._� -s�'-• ..,.t ,.. t 4 '1 .t?;11� •i' 1' T � ..:1�{•:'7• sy 1•,'��I.':.} t :�, ^• F4,r+ , u 1 a�.•aa �: I;k:. .yC fi.�rL"•l h. I:.• :�?^' 1' r �. 1`' 'h,•. •�'y .£•S •Y•_':.Ii.:T. I 1 •'0't• 11 ''aii:,:`� r g `i„t•'` d1 d{ 17 si '•'a't I: r".;?lti�aiY ; i s'3'a'•fi'I ka Pr I� I cd•y •°?,I'.J�� � '.'`i}'` I �} Eb g r, ry '-:•.`p.- r r q�q� �y �� I� I,I 1 fi�� }}! 1�` � � �� �f �� �i q1 .f � ;�t t• I� 1 t (j S',, I I t t•(q ;i III U 8� 19 $ I+ 1 �� -i I9 f UI 11• d iM I 1 Id 3 f'1 � ,� °e,' r� 111 I !;f l i2 � !I It 1 it # •� J' 1 t I Ii 1, a a 'rh SI I 4 , „7 ,a a1 i., in a7 lu 1 i „L• t 5l 1 I ,� 1�1 I I Ix 1 ,II al Ili f� yl r �t �- 1 t al a d I �� EY I� r a �1 ,? rr �I sn + I it f III ' I 1 1 ', � 1 III' h I �i I I,, r ' fl 1y ,� � •t� I 1 Ib ,I 1� II( .: t �'; �1 4 �{ �1 1'� yI { i I' r 1 I Ii 1✓a .11 !R II 1� � �� " 1 I ., Z � „ 11e 11 s, ty q1 ' ai I3 �I r•. � � � �� a1 1: , I ,E 1, �, � , ,1 (,1 a I I iII Ir •, ((r II II I a +I }� Il I I t•I �f Fi; 1 h� tcI !� Yi RI I, ;I, F1 i 1'' ;i �� �I 11 i1 I �, 1 KI ' ,, Ir w: �� ,f "I I E I I,, �, I •rl I ,I, ,1 I 1� 1 I , I B.O. SHEATHING 11 I a I �i' � UI 11 14 7 ,d EL. —&.0- (5HONN) 1y C.1-s__LL.._S._._C•...I I..._I ..XJ_1'_.__:!1_.I I:ll-_-V_,.�LL.d_I_._LI_- 1__.� I,.-._.c L-_J S_Ltl__.-„-"J,I LL4.-1 1 ( I I I I I 11 I I VINYL 5HEATHIN6, 5HOREGUARD 625 1 1 I I 1 1 I I I` I l i 10"(P GGA PILE, IS' LG (TVP) I I 11 I I I 1 I I I i 11 I I I I I I� L J L J L J L J J L J i 'o ELEVATION PROP - ' 'LL BULKHEAD 5G&El 1/4' = I'--O" -x 9 w STRUCTURAL REPAIR PLAN FOR: KIM061=NOR POINT CaleHc se PAGE: ;1- JEFFREY T. BU'T'LER,P.R. No.sounicip, 6-x4.1 P.O.BOX 634 4939 SHOREHAM,NEK YORK U OF Mffol-K TOM OF SOLD TEL.: 631.208,5850 PAX, 691.IZW53 90FE$Sl � JOB No., 15000q DRAWN BY,' RAG 01 t G ra DATE, 03--21-2010 APPROVED BY,.TTB I I+V EX. EN ZY -RAH'TO�OOT BR!P6E TO Rr�i41�1,1t4PI-AC-r- (L; 1�ab�'A i7 OF PROP05ED FOOT 138067E TO ExISTINO BUL<PE� MEAT SEAWARD EDGE 0F> ' EXISTING BULKHEAD U.- A- :� WEST CREEK. CG ,� _oma,.�•,.._--.^•._..�,. PROPOSED FOOT BRIDGE RILING TD Riper r ,� SCIS TERMII G BULKHEAD 12`14AND L ro$fi EXTEN51ON BEYOND•E.O. BRIDG�REG2'D) O I int LA ns , 14/ j Jp/,� �'�\•� f, L . / to C�� ", • \t���/ � Co'S PROP05ED 101,GGA PILES Q/P, � 1314 '(TYPI(AL FOR F06T BRID 'S�I` " REPLAGEMEIdT} EXISTING 5.0'W•x ibb.0' LG" TIMBER FOOT BRIDGE TO REMOVED AND REPLACE (IN PLACE) ' SEE 5HT No's 11$12 FOR CONSTR. REQ'MNTS ENLARGES EARTIAL PLANT - FX15TI"G N, vv ��,�`� GLUBHOZE TIMBER FOOT BRIDGE REPLACEM � �� ��,r ;� �.��.. SCALE: I" - 10'-0" ji 11STRUCTURAL REPAIR PLAN FOR: MHOSE OR POINT C118+kV5E FA&E: JEFFREY T. T3UTLER,P.E.. h 1 SouniOLDSOTH No 000--il X24.1 P.O.BOX 634 ¢' 7349 SHOREHAM,NEW YORK Py •CF-SUFFOLK TOM OF 500TH" V TEL.. 681.20813550 FAXi 631:12713033 (')ESS% .JOg No.. 150009 DRAWN SY. RAO Of 1 CJ PL DATE, 03-x1 20113 APppia ) SY. ne (PITGH TO MEET EXI5TING RAMP (1:12 MINIMUM SLOPE REOV) �` ' 5EE T(P TINEER FOOT BR VCE all 1 MAX 5E0TION" FOR GON5TR. .12" MIN HANDRAIL EXTEN51ON � ' , f85' 5HOHN (10' 0.6. MAX) BEYOND FOOT BRIDGE (TYPIGAL)CL ° x5.92' ly- ; w o ZZ x.75' (REF) m WEST CREEK o 0 w�� C; LU W1 p t-> m r z B3 P/® TIMBER FOOT BRIDGE - PL r z 5GALE:Y4' = I'-0" T. Lu +- y w STRUCTURAL REPAIR ALAN FOR: FAG ; C� ? KINb6FNOR POINT GLUBHOVffi JEFFREY T. BUTLER.P.E., �.SGr4ow,mr F.O.5OX 654SHORREf",NEW YORK 07, 493 OF SUFFOLK TOWN OF SOUTHOLD TEL.,631206b850 FAX: 63172180 ARpFESS\O�A JOS No.. 1500oa DRAWN sY. RAC Of {6 pp_ DAT£. 05--21-2010 APPROVED SYr-M -86 (OVERALL MAXIMUM) 3.6 PROPO—ci D EXTENDEDti BULKHPAD TIMBER GAP SEE 59 No3 FOR MORE ' +b836W INFORMATION � Y E.O.PROP,MID-51LL BULKHEAD +-76OVERALL PILE P15TANGE (PILES TO BE EQUALLY 5PAGED) i.q3' -s _•_ _f_ _ i_�_ _ ^ 1 ~� I — \` EA.EXI5 TING PORCH ! a, -- 3.0 tEN PORGH RAILING TO / SEE DETAIL (THIS 5HT) OF t IEET PROP05M BRID6P PROP05ED 'OPEN-ORATE' TYPE DEGKIN6 }r, RAILING"I(AQ IN5TALL ON PROP05ED FOOT BRIDGE f 5.g2'x w x5.(42' EA.EXf5TING �-`- GL$'f`IOU5E I I REPLAGE EXI5TIN9 5'-O" WIDE X f$6' L6 FOOT � BRID6E (IN PLAGE), PROVIDE IN RAIL PER CODE W 4 1 I ; W y P/O TIMBER FOOT BRIDGE - PLA 5GALE:Y4" = I'-0" f caw F9 * cr-; 2 STRUCTURAL REPAIR PLAN FOR: KIM06EWR POINT C41VHOLSE fiaA5E: JEFFREY T.BUTLER.P.R.l o 907H r o.1000,6�-b—a41 P.O.BOX 634 12 SHOREHAM,NEW YORK DF SUFFOLK TO f `O�vCTOM OF5017fFiOLD TEL.:65L205.BB50 FAX: 631.!2'ibp33 0 i E � Jm No., 150004 DRAM 57 RAG .sssssrT wn.tr+.ra DATE: 03-a1-(4010 APPRDVII7 9Y:,fTB of I6 n l REPLAGE EXI5TIN6 5' WIDE x ±86 1_6 O I TIMBER FOOT BRIDGE (IN PLACE). w t3 PROVIDE RAIL PER CODE. 5EE BRIDGE cu i S PROPOSED 2x2 x4 LG CEDAR 5EGTION 5HT Ib AND ENLAR6ED Q PIGKET5 4" MAX. OPENING PER R312 ELEVATION 5HT 15 FOR CON5T. REG MNT5 o,�� • I 11 1 � 1 � I (I � " { '• 11l�,!? iillPl !!I ,iI I{ ( iIIII ' ' TYPICAL RAIL PS16N 1 I TO COMPLY WITH N.Y.5.GODS I 5E6,TION RR312 AND RR315 T EXI5TIN6 T.O.ex.BULKHD i 1 �� I �1 � � l , f � � � , � !� f �� i � �{ �• � � ,I {{ {� �{ I{ �� {I {I {� {� { { {I I{3 � 1 PARKINS AREA @61.5 x ,:, f HA2 ®EL,3.9' 3x10 GGA R•;1. @ Ex15T.eRADE PROP05ED FOOT BRIDGE FRAMING M.H.W. 6 EL. 3.2' (2) 3"xlo" CGA 6IRDER5® EA.•5TRIN61 I 3"x10" GGA RIM 4 DEGK J015TS 5PAGIN6 WEST CREEK PER DECKING MANUFAGTURER. M.L W. ® EL. O,O' USE OPEN-CRATE TYPE DEGKIN6 1 VIEWS 63 4 D3 ON 5HT No.lb -2.3"x -2S -Lq'x I,• 1. z° j �x -2.6"x -2."1'x L . •I., .EX15TIN6., 1 I,::•.1 : 1 . I.'. -GRADE I a I PROP. (20) 10"(P x 18' GGA TIMBER PILES I DEPTH OF PENETRATION = 10' MIN. _I-II •. -' NDI• TUBBED I IN UNDI5TURBED 501L (TYP,U.O.NJ IL i Z s A3 P/O TIMBER FOOT BRIDGE - EL.E ® `� , o F SCALE:Y4" = I'-0" is LL t• Lull STRUCTURAL REPAIR PLAN FOR: P�c�E. rllf_ EtiOR POlhtr U_UERXISE JEFFREY T.BUTLER.P.B., scrrl too.l,ilbw-b-s4.1 SHORE IAMB,NEW YORK 7-� ^^��,�~ OF StNFOLK -row OP 50lfTHOLD 13 7a,, 631s0aae5o PAX: b91.1ZT8033 rYOFEc ," -m No.. 150008 DRAI^AlBY, RA, of 16 pr_ DATE: 03-21-2018 1 APpROVf-D gY,JM E.O. BRID6E FRAMING EO.PORCH FLOOR FRAMIN6 FX:RF.oaf, ,,• ' im � . r.I_1 r I 1'67 S�-i FRAME TO REMAIN fil , 7 8'-6" (5HOWN) (°' �S APPROXIMATELY 46 GU.YD5. ' I ;i OF dim 5mby PILL TO BE ,Q PLACED LANDWARD OF MID 5IR 1 THE NATUL_ RA TYPICAL RAIL DE516N I I I 1 ILI 6R.4DE . 9 ' TO GOMPLY WITH NY.5, ^ 5EGTION RR312 Arty RP3131 � 1 " ALIGN -� I f 111 ;�i � � Illi �ii� `! 1{ I{ illlf IIfIHi I+ IIIA I - •� '-t rL'�, s '.q2 a t1-.®+5.92 ` . �'� � Z r n hi WO FJ 3x10 GGA R.J. 3x10 GGA R.J, � :F�:� $' - ��h� �" : P2WESTEGGA 6DR5 MOO "; ; 1` 5.H.W. 9 EL. 3b' I ` B.O.PROP.6FDR OJ05' x4A' - t,••'•.6 a J; �..i,7`+!1r•.9•. ,t°';y`?r S,`„'+•i:< t1;�:!�-:}}�� y �-ai j.: 7 M.H.W. ® EL. 3.277777777�7, .�3�I• - � 1 ,. �•',., - - �.: .�:`` _ - •�r�:�:�::.�•�r•�,����.PILE - I. '•1-•,i I��• -I'' , •: , I •I REM I, s to INDIGAl'-ED '- _ �.^-, �1• ^'I: I��. ••�� uWf;?157uRal=vv �r UND15TURBED �- I:�`'{� � -'1 `I 1 '.i=` I , 1 , 501E 501E - I` I; i C) I I ,_ I I PROPOSED MID-51LL VINYL 5ULKHEAD I I v 11 8 6 (SHOWN I I I I 5HORE6AURD 56-625, 0385"THKxlO"DPx10'H, PILES TO BE PLAGED j I I 5EE 5HT No.4 FOR MORE INFO I EQUALLY ON CENTER 1 ( 1 1 1 I' z I I o I I (10' O.G. MAX) 11 I 104) x 15' L6. GGA TIMBER PILE i i I I i FOR PROP05ED MID-511-1- BULKHEAD I f i I 1 (TYPICAL OF 18) L LIJ �1' I i SEE 5HT No.4 FOR MORE INFO A3 P/O TIMBER FOOT B VATI®N SCALE:Y4' = I'-0" co - 9 V STRUCTURAL REPAIR PLAN FOR: KIV05ENM PONT O ,� JEFFREY T.BUTLER.P.E.. � � SGTM 1000-►I6--w24.1 REfIA�MO,NE; PORI' r '4g Qy OF SU FOLK TOWS of SOUTMOLD 14 TEL.: 631208.6850 FAX: 6313-rb033 , ROFES`� JOB No., 15000q DRAI�Al 5Y. RAr- Pp- DATE, 03-21-2018 IAPPROVED EY.JM Of 16 6-6" - SHOWN EQUAL 5PAGING BETWEEN TIMBER PILES !O' MAX O.G. (TYPICAL) 2x4 CEDAR TOP RAIL (HANDRAIL) 2x4 CEDAR BOTTOM RAIL EQUAL 5PAGING BETWEEK TIMBER PILES 2x2 CEDAR PIGKET5 4x4 GGA RAILING P05T5 BRIDGE RAILING 5HALL BE IN5TALLED WITH 2x4 GGA 45° CENTER SUPPORT 4" (MAX) FREE 5PAGE BETWEEN LUMBER(T(P) � 1 t 1 1 I I 1 I I EL 4 TYPICAL,RAIL DE516N ( q - "� I TO COMPLY WITH N.Y5. CODE qI'i In 1 5EGTION RR312 AND RP315L I I . �� I i� € # 1 I• 1 1 � ! ! �1 � f I, y� i i I � I 1 1L-1o 3x10 RIM.101ST 2x GGA 45° CENTER SUPPORT TYPIGAL AT }' t 1511-OL ; EACH MID POINT j r ; � a 6.4 - -- ' "` 2 x10 GGA 61RDER(TYPIGAL) -1 - --- '?�> I �{ T r 2 - 3I4'IP GALVANIZED TIMBER BOLTS ALIGN 4x4 RAIL POSTS WITH ' DEGK SURFACE: W/2 WASHERS (HEAD 4END) TIMBER PILES BELOW (TYP) = ,' USE OPEN-GRATE TYPE DECKING j,�„ 2 BOLTS /GIRDER-PILE INTER5EGTION ; 2 -y2"� CARRIAGE BOLTS W/ MATCH SYSTEM GURRENTLY IN5TALLED ® NUT END PER f'05T(TYP) (OPEN GRATE) ON 'WALK TO DOCK' GIRDER OVERHANG (TYP) *KPREFERRED BY CLIENT" b° MAINTAIN A MIN. 015TANGE OR U5E OF 6" BETWEEN GIRDERS ENLARGED ELEV � THRUFLOW PREMIUM DECKING SYSTEM '� 101m GGA • 5EE VIEWS G3 4 D3,DW6 No. ib 17t0IR-SLE TIMBER FO a TIMER PILE 5GALE: 3/4" = 1'-O" ; co ,441t 9 * ° ►' STRUCTURAL REPAIR PLAN FOR: c� i� /OF KiMO�d Paolrrr cu P,�G�JEFFREY T.BUTLER.RE.,R �' sc r�raa.I5O�'D000-il�-aa.l 15 _%40RBiAM,1EY1YORK RO.BOX&34 �t7 �7 4� SUFFOLK Town OF souni= TF1..631208 5o FAX 631 12115033 �9OFESS\' .SOB NO.: 150004 biL41•lN 33(: +aac Of �6 bAIE: 03-21-2018 AFPRDVW SY:JO D3 FOOT,BRIDGE DECKING MATCH IPEW6PATE'DECKlNS !b "OPENT GRATETYPE ON WALK TO DOCK MATGN •° ED'SYSTEM° _5Y5TEM GUPRENTLY INSTALLED R O DOCK' WALK T OR USE 51MILAR 5Y5TEM, 5.0'WIDE PROP05ED PAIL 5Y5TEM (OPREFERRED!3(OPEN 6RATE).ON CLIENT THRllFLOW PREMUM DECK{ MODIFY PER 8312 J`' '' OR SPECIFIED HEREIN 4h'(,LR THRnG;q PREMIUM DEGKIN6,5Y5TEM (SEE VIE�I E3`) iq 42'T.O.RAILMATCH'OPI'ME X 91016 PANEI-5,PART No.bO-XX-1-4T EN CIRATE' �. �,�,1-868-4?835bR 3XID.CGA RIM Xl5T(TYP) DEGKIN6 ON WALK TO DOGK LOCAL DFALER:ppRT LUMBER(RJVF�fAD W) 3x10 CCA-F415'06 PREFFERED 5Y5TEM .10 !MAIL:dwlis"Vmt er'rom,631-127-3842 OR U5E 51MILAR SYSTEM, COLOR DY.OPU R�COLOR5 AVAILABLE L169 0.8'TYP — ;''- — -- TH14FLCH PREMIUM DEGKINS a 5�OAM AND MAPLE ---"1 15.9,2' T.O.DEGK SPECIFIED HEREIN \.. TRIM*41'�C}RuGONh�GT10N 1 � `I}$TALL PER,MAt�AGTIJR�S G'+J1C117 it�i, a..2-)Y' ZARRIACE 5OLT5 __ .._.;._. __ t PPOPO5ID 10!0 GGA �`'TRIIGTURE'15'OL. S H W ®<EL.36 ., W/KASER d Wr END PER P05T _ � � � � � - � TIMBER PILES,TERMINATE AT TA..61RDE1R,TYP: PROP05ED 2' x(0 GGA M.HA a EL.32' ; ¢+ 1rI ! ! �' �` , i •�` �' O.A.PILE LEN6TH O18'L6), 61RDER.W/4.112° tlb"L6 lit ijj 4, O �2 ¢ ID'MIN COVER IN 6ALV.THRU UNDISTURBED SOIL 'O I I MIA®EL.OA' PROP05M 2xb,GGA GR055 BRAGIN& ! I ( I 6RADE(CREEK FL) 1 i ELEVATION VARIES PRQPO5ED 2-3x10 GGA •PROPOSED,IWO,GCA ;. j i i � 61RDER•W/4-1/2'x 16, PROPOSED TIMBER PILE,TERMINATE 1 i - - -i -- - ., - 6ALV.THRU BOLT,TYP _:, ® ro,6�RaE�--fir; i FOOT BRIDGE NOTES: ALL HARDYtARE SHALL BE 6ALVANIZW. i i tR3715TURBFD 2.A�.L PROP05ED BRIDGE PILE5 AND LUMBFR SOIL X15T 041.5P./ 'SHALL MVE GGA R_-T ON OF 23 LB5 PER f i i '?(AN!AGIURER AWA 5TN DARD UG5A' _ i (�pW SF;pHp�j 3.ALL FA5TENER TO BE GOUNIER9M Alt FIELD o k i i i ON TREAT ALL GUi5,NOTGFE5 Atb'DRILLED HOLES c i i 5.0'O.A. (TYP) PRIOR TO'fSSEMBLIN&: i 4.ALL 51H-50N 5TRON6-TIE GONWCTORS SHALL 5B' BE 5TAINLE55 5TEEL. B.O.PILE 5.RIM AND-'M,K J015T5 TO BE"PLACED PER O.G. SPAGIN5 REQUIRED BY'OPEN 6RATE'DEGKItr TYP ICA L TIMBER T i L, I M BE R 5Y5TEM PROVIDED. D3A.MATCH 5Y5TEM GURRENTLY`IN5TALLW`(OPEN FOOT BRIDGE SECTION - - .G E PLAN 6RAV ON WJ-K'To VXW tl°PREF�D BY cLIENr•• NOT To SGAL E B.U5E THRIRON PREMIUM DECKING 5Y5TEM c0 OT )_ 9 �` Ati ���` (5HOWN HEREIN) ) 1 STRUCTURAL REPAIR PLAN FOR: KIMO�oR POINT G�BN01>s!= PAO E: JEFFREY T. BUTLER.P.E.. scrM OWHOO. o-iit�-s�l P.O.B0X 634 P1 16 s1-10REHAM,NEN YORK A OFESS�O� CG9dJiY oI=sUf�LK Tory Or souni" 7F1.:631.201.8850 PAXt 63i ►ZTbD33 .106 No.. 150009 DRAM SY: {3Ac =91wr %-21-2011 APPFO BY:,M of 16 DEPARTMENT OF THE ARMY U.S.ARMY CORPS OF ENGINEERS,NEW YORK DISTRICT JACOB K.JAVITS FEDERAL BUILDING 26 FEDERAL PLAZA NEW YORK NEW YORK 10278-0090 I i REGULATORY BRANCH FEB Z Q 209 SUBJECT: Permit Application Number NAN-2018-00549-EBR By Kimogenor Point Company 1. PERMITTEE: Kimogenor Point Company 170 Oxford Blvd. Garden City, NY 1153.0 (212) 902-0359 2. On April 24, 2018, the New York District of the U.S. Army Corps of Engineers received a request for Department of the Army authorization for the installation of a bank stabilization, consisting of a 133 linear foot mid-sill bulkhead and a 4 linear foot extension from an existing bulkhead extending to the new mid-sill bulkhead. The total amount of fill to be"discharged below the Spring High water line is approximately 46 cubic-yards 'resulting from the backfill behind the mid-sill bulkhead. Bank stabilization activities also consist of the filling of an approximately 57 square foot triangular-shaped area with approximately 4 cubic yards of sand from an upland source and planted with Spa►fina patens immediately seaward and extending north from the new 4 linear foot bulkhead extension. Maintenance activities include the removal and in-place replacement of an existing 5-foot-wide by 86-foot-long footbridge,supporting pilings, porch decking and stairs.The project is located in West Creek, a tributary of Great Peconic Bay-at 50 Jackson Street, New Suffolk, Town of Southold, Suffolk County, New York. 3. The specific applicant-provided details are as shown on the attached dated permit drawings. 4. This determination covers only the work described in the submitted material. Any major changes in the project may require additional authorizations from the New York District of the U.S..Army Corps of Engineers. 5. Based on the information submitted to this office and accomplishment of any required notification in accordance with the applicable federal requirements, our review of the subject work indicates that an;individual Department of the Army permit is not required. It appears that the activities within the jurisdiction of this office could be accomplished under Department of the Army Nationwide General Permit Numbers 3 MAINTENANCE and 13 BANK STABILIZATION in accordance with Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) and Section 404 of the Clean Water Act (33 U.S. Code 1344). The nationwide permits are prescribed as a Reissuance of Nationwide Permits in the Federal Register dated January 6, 2017 (82 FR 1860). The subject work may be performed without further authorization from this office provided it complies with Sections A through C, Numbers 3 MAINTENANCE and 13 BANK STABILIZATION; New York District regional conditions; the following work-specific Special Conditions listed below; and any applicable • i REGULATORY BRANCH SUBJECT: Permit Application Number ilAN-2018-00549-EBR By Kimogenor Point Company 2 FEB 2 0 2019 regional conditions added by the State of New York. 6. Other than the work-specific Special Conditions listed below, the 2017 nationwide general permits in the State of New York, including their final regional conditions, water quality certifications, and coastal zone concurrence statements are available at: www.nan.usace.army.millPortals/37/docs/requlatory/pu blicnotices/Regional°/`2OGen%20P ermit/PN-LRB%20NAN%20FinalRegionalConditionsWQC%20CZMforNYdated%2021- MAR-2017,pdf If you require a specific paper copy, please contact our Regulator-of-the-Day at 917-790- 8511 to request one be mailed to you. Please be sure to have the above eighteen-character file number readily available when you call. 7. Work-specific Special Conditions: (A) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. (B)The permittee shall sign and submit the attached compliance certification form to this office within 30 days of COMPLETION of the regulated activity authorized by this permit and any mitigation work required by Special Condition. (C) The permittee, and their agents, shall take actions to prevent construction materials, including debris, from entering any waterway to become drift or pollution hazards. 8. Please note that this nationwide permit (NWP) verification is based on a preliminary jurisdictional determination (JD). A preliminary JD is not appealable. If you wish, prior to commencement of the authorized work you may request an approved JD, which may be appealed, by contacting the New York District, U.S. Army Corps of Engineers for further instruction. To assist you in this decision and address any questions you may have on the differences between preliminary and approved jurisdictional determinations, please review U.S. Army Corps of Engineers Regulatory Guidance Letter No. 16-01, which can be found at: http://www.usace.army.mil/Portals/2/docs/civilworks/RGLS/rql 6-01 appl-2.0f REGULATORY BRANCH SUBJECT: Permit Application Number NAN-2018-00549-EBR By Kimogenor Point Company 3 'FEB 2- 0 2019 9. This verification is valid until March 18, 2022, unless the nationwide permit is modified, reissued, or revoked. This verification will remain valid until March 18, 2022, if the activity complies with the terms of any subsequent modifications of the nationwide permit authorization. If the nationwide permits are suspended, revoked, or modified in such a way that the activity would no longer comply with the terms and conditions of a nationwide permit, and the proposed activity has commenced, or is under contract to commence, the permittee shall have 12 months from the date of such action to complete the activity. 10. In order for us to better serve you and others, please complete our Customer Service Survey located at: http://www.nan.usace.army.millMissions/RegulatorvICustomerSurvey.aspx 11. Any inquiries should be directed to our Regulator-of the-Day at 917-790-8511. Please be sure to have the above eighteen-character file number readily available when you call. Ronald R. Pinzon Chief, Eastern Section Enclosures (2) 1. Dated Permit Drawings 2. Completion Form NATIONWIDE GENERAL PERMIT COMPLIANCE CERTIFICATION AND REPORT FORM Permit File Number: NAN-2018-00549-EBR Permittee: Kimopenor Point Company Location; 50 Jackson Street, New Suffolk, Town of Southold, Suffolk County, New York FEB. 2 0 2019 Date Permit Letter Issued: Within 30 days of the completion of the activity authorized by this nationwide general permit and any mitigation required in the verification letter, please sign this certification and return it to the address at the bottom of this form. Please note that your permitted activity is subject to a compliance inspection by a U.S. Army Corps of Engineers representative. If you fail to comply with the permit's terms and conditions you are subject to permit suspension, modification or revocation. I hereby certify that the work authorized by the above referenced nationwide general . permit has been completed in accordance with the terms and conditions of said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date FOLD THIS FORM INTO THIRDS, WITH THE BOTTOM THIRD FACING OUTWARD. TAPE IT TOGETHER AND MAIL TO THE ADDRESS BELOW OR FAX(212) 264-4260. PLACE STAMP HERE DEPARTMENT OF THE ARMY NEW YORK DISTRICT CORPS OF ENGINEERS JACOB K. JAVITS FEDERAL BUILDING ATTN: CENAN-OP-RE NEW YORK, NEW YORK 10278-0090 HAN-201 49-E � � �yT v R 48 - OREGON LA 1193 µx e4 vL q h EAST TTITUCICAft a,a• °� °� I ISLAND ogo Z r 0^ 1000 4q •A ... -_ As., pV E C!'PfE7ER�• , •� OA M r to F y 7 @ U C'FI •—� _ ",.SUI q�< ��? iNS.�f� 25 p}.t• r' � 1 E' � .'[- °� 'C t"Pi ..d V CRE <m 1'•a�� � c � v;;r ti1Ff�r�Mr r,Q. fCiU@ __ � p^t' f '� P s o 'Y �F�. �•ryf•3Syt.• va °t AUS RO$A / x o Ae p ,Y A�eftL v nuc n AIRPORT J a Q�pN U CEM t'9 ! � � CmIPM OlA ApN ° t M1Y t Ck,Q4R,) u OId COPE t d�]� Marraooka P8 kw0 o„p Y,C, �IOINV Ximo(Xen 4 k M}Q Q(f pow ,Pt. s° p Q t7 Qr t t 5ft U15d55 VIA V*%' jI MOK M9 5P PCtPPC9I2TY) Comtq^, G R E A P E C 0 N 1 0 itl51f + 0001 �anMap25 p ' ',NORTH RACE d r BI A Y I FEB 2 0 2019 1 1 � RO (e IN 5 4 S L N D { 37 38 PA- _ 4 of w _8 �� FOR ADJOINING AREA SEE MAP .2 NAN-2018-00549-EBR I Cc- FROP05W NORK SUMMARY: INSTALL FR0PO_ctV 455 LIN FT M12-5ILL BIJLK�11= AND FROP05557±4 LIM ff k wjqeAD RETURN ExIBN5ION. INSTALL' 1010 x 15'L(9 TIMBER FILES ATRD REAR OF CLUB HOUSE(QST -PORCH REPAIR). ALL PORCH DECKW RD 15 TO BE REPLACED IN KIND. PORCH 5TAR5 ARE TO BE RE-BUILT. - EXTERIOR 5TORAOE GLOSE5 ARE TO BE REMOYED AND IRE5E'r AS ~' EtIRGI AD REQUIRED To RSPLAGE PErKN&.Exis­nNa 5,WIDE X±56LON6 TIMBER Foc7r BRIDLE 5RALL BE REMOVED AND REPLACED(11441LAGE). FILL BB4W EX- 1IONOF EXISTING SILL 5IJL*EA0 AND BH-HND PROPOED < BULKHEAD FVURM A5 INDIGATED.USE TEMPORARY HEAVY EWFMENT MATS A6 REQUIRED TO MOVE EQUIPMENT ONTO THE SITE AND MOVE AROUND ON THE SITE TO GON5TRUr.,T THE FRDF05W I,,0RK HEREIN. DAMAGED L —Lir MARSH 591ALL 13E OROS 'RD VEGETATION IN H1614 RAR514 AND INTERTIDAL M ARE Ko as REPLANTED AFTER ALL CON5TFWIIOH 15 COMPLETEps NOTr =. ST THE NoRK PRopo_l;W To THE STRUCTURE 15 GON51D]EIZED A REPAIR IN ACWTMANCoE NTH 55r.nON 404 OF THE EE3G-2015,A9 ADOPTED BY NEW YORK STATE IT NA5 BF T(E. SITE VALVATED AND DET151"NED THAT THERE 15 NOT LOCATI, THE DATE OF V15 DRAHM(SECTION 505T*MAL 5TR[ZTURAL DAKA61E AS Or a 4042-1). AS SUCH,n-r:SE Fa-AdIZ5 SHALL BE DONE ACC4RDIN6 TO 51ECWH 404.4- A5 PER 5ECTION 404.5 (H-00D HAZARD AREA5)THE THRIE511OLD FOP, _SU85TANMAL HAIROVB-04T OR SUBSTANTIAL DAMAGE 15 NOT MET,TH51;ePORE TI-ESTRUCTURE 15 NOT REWIRED TO COMPLY ATH IW 171-00D DF:51eN REQgRe-EN-M OF NEJMGON67RXTION. L!2CeAll0N MAppr I I NOT To 5r,-Aj_E : TEMPORARY HEAVY EGUIPMEW MATS PROPOSED SITE PLAN-Lo-R. TEMPORARY HEAVY EQUIPMENT MAT ALL 5E.PLACED 0VEf2 BX15TIN6 MARSH A5 KIMOeENOR POINT CLUBHOUSE Smu PLAN BASED ON REQUIRED TO TRAN5PORr AND OPERATE JEWIPMENT 01RIN6 C4fl5TRX-n0N-ALL SITUATE AT. ORIGINAL SURVEY BY: Ro5azr H.Fox,ameyop, V157)RDW/DAMAGED AREA5 OF:Hei-I MARSH(HM)VE6ETATION KLt_BE KIMIO&BM POINT F.O_13OX#536 AaEBo6tiE,NY 11q31 REPLANTED I-Ml SP-ARTINA PATERS 0&0 0.0AND ALL DISTURBED/DAJAA6W TON N OF SOUTHOLD DATIEt Oq-16-15 AREA5 OF INTERTIDAL MR.5H(IM)VEGETATION ALL 13E REPLANTED NTH 5FAJ:ZIM FOLK GOUN:JY NEW YORK LAST UPDATEo-. c)b-:20-17 AL7ERNIFLORA OW Ox,-J. 56TH No.: 1000-116-6-24J DATUM- 141E FILL MATERIAL TO BE TMKED IN: FFrr(50)W.YM OF CLEAN FILL(COWATELE GRAIN 51ZE)SHALL M PMGFIA5[D FROM M -APPROVED UPLAND SOURZE NOTE.-NO EMAVA11ON Of T�E!51TE HA5 BEEN AnIORIZED FOR THE PURPOSE OF MAIN107 FEB 2 0 -2019 FILL OR OTHER MATEZLAL F T_ SEgnON I MAIL 5MMS MV NOTAMON5-LOGATERS WITHIN YHE 6rMT3OL'FoRr To m5m omme 6 5ET PM ARMY CORP COMMENTS 5ENT To Loanois,LxA7a25 amm OF THE sl,�m FoiNT To A CORP(Ac)DRmN6 LocnoNs, 5Y EN-CoNsuLTANT5 ON 07ri2018 UCTURAL REPAIR PLAN FOR- laillOGENOR POW CILLeflourve PA G7E.* JEFFREY T.BUTLER-PR,P.C. 493 's PlO.5ox6_34 SHOREHAM,HEK T"OF Sam SOLD tga� 7M--&31.20b.5WO FAX-AS- T2T te N04 mOOOq DRAM Eri-x RAC T�r ITin DAM 05-21-201a N4,App�mism -iff f 16 PaU62. df 17 NAN-2018-00549-EBR PROPOSED ±4 i \Ta6I0h OF eas nNeaMEAD ��41 FROP05ID MID-5Ii..L VIM1. RE Rm(VINYL,TDP OF Buj*EAD = EL fib') Lai?TO p,� J��` MJ*EAD,APPROX X33 LIN.VT. o BRIDGE THE 6AP BETWEEN EXIS INC BIJLKi SAD RETURN Gt c�0 (5HOM BROKE FOR FURPO--;S OF AND PROP05ED MID 51LL BULKHEAD SEE 5EG110N'AI' \ 6 GLARTY-DEMO OF Ex STEPS) c., AND ENLARGED PARTIAL PLAN FOR GLARITY co Oy�� a. EK 356-51EPS TO BE�LAGED W/ 3A (THI5 DWG,AG 514T5 3,4 4 5) _ �� PLATFORM AND 5TEP5(5EE B•ILAR6ID 1 PARTIAL FLAN,THIS DWG,AG SK 3) EX 55C 5if3'TO BE REPLACED W NEW PLATFORM AND 5TEP5(5EE ENL.AROED �, �� PARTIAL PLAN,THS DRIB,AG 5HT 3) At FES 2 0 P S ��1'�L el �5 _ - ���$l , \ 'C{5 EX15T.PO PORCH TO BE FUMORIaD 5GALE. I" & Ex.DoG13 LoAv d 5.0' Ex I STY m FR TO SE R�^1DRKED m FOR ENLAR6 ED GLUE HOME$FORGH PLAN 5�DWG NO3^ Tp ON�TRIlP ALL TO ` E06E OF EXISTING H 3 FOR ENLARSED 4 / REPAIRED "r' r FOOT BRIDGE PLAN Fig N SEE DN6 NoJ0 / '' 46 MLLW � l '4I ` l DExHr FM DETAIL, SItr �•� ,�' ' TIDAL Y�7LAND BOUNDARY EXIST.5.0w X ±867-.6 3 a°>' I-OGA1ID ALON6 FEPJMETBZ OF TIMBER FOOT BRIDGE - ''� , �T DETERMII�D BY TO BE REMOVED AND REPLACE ON PLACE}. �. A3 No's � 3 G3 SEE 5HT No s Iii 12 3 SPRING 3416H 1 AI TE Z(-sio IS CONSTRUCTION T1NT5 g� �6J ECTAL TO FMMEI R OF CLUBHOUSE AND IN SOME sT I\t V/ Exam 5HEAT14 THE GLOVUSE(NOT VISIBLE K OVERfEAD Vl% HIMOGENOR POINT Co. �dF 11 FD6E OF EXI5TIN6 IM TM No.1000-116-6-24.1 k it ®�, Lu ® BIMOGENOR POINT Co_ SCTM No.1000-116-6-24.1 �g STRUCTURAL REPAIR PLAN FOR: FAG)C: Qy KIYOSM 0R POINT CLUBHOUSE JEFFREY T.BUTLER,P.E.,P. ,PESS10 - iR-1 Hf i P O.Sox ww r of SJf:1; TOM OP-CZUTfMp SHOREFIAM,NEKFiYORK TEL.:631;w2-.a9w PAX:63jos No., 5000a PRAM Vr- RAG Of 16 arrsrraanatpr DATE, 03-21-20I8 AppR0,Vw [VAN-2®7 8-00549-EBR i F t -6- 5HK 4' (R)- +F>�'o5-V IWO x V Le CGA TAS PUS FGR Rei osID AREA T E CAZM MH� LL 05.of Cl{'1 (3E� MD-51LLBU MAD(TTP OF 161 \ , COMPATI9LE GLEAM SAttDY FiiL OSTAlNH� ���� �A- O \ F ROM AN APFROVW SES LAND SOLME TO AN \\S�'„ FpZp.i4Av x TAS^[1�h= ELLVATTON OF 5.6. AMA SHALL EE P1ARW �ab PLATFORtd OMT OVa2 F2OP. (FL3b KM 5PAIZM FATt36 ARE 16'Or,) }ATS EST' �� At r�y9k 4T/ E�ST1N6 MEAN ( o�o,� �o mss• �� 146H XA75Z LI ' �°pp�o� �y�� ve of . 0' PRC FMM7 EXtH,1S10H Or EX 5T1N9 VINYL �T1t to Ex Dock � M ��' MWEAD(APMX 4`LIN FC,TA.SAD �3• �uT�l TA.DOCK®eL 5A' MEWON=E.13h9 MED To BRXE THE 6AF (Q6*6 DEGKIN6 �. BSI Bb-TM all*EAD FEE TO REMAtw FO FROFOSM MED SILL BULMADr— ��k 1NTE2lOR WALL OF PROP05®BuiaEAD t fi FRO :KOV x-LOW HOOD P1ATFOR•t AueN®W/Bcsnt4s ROOF OVERHAMe r O LT OVER FROFOSED MV)-5U Y ALL it-BER PlLFS iVROPO--H7 FERE IN 3.4 "s Ata?dib x TON ND SUPS TO BE SHALL BE GGA 10'4)x S'Lb Cf L Q1Y=26) co mmcTT,>N PLACB OF oast-moDIs51FPs 5M 5HT 2(AG,5HT(7)FOR NO PLAN q REMOVE Ata?M AISTALL FORn IQ�DOGK TO SLK' � PtZdP�7LkHEAD YEODD GAP 1 0 AS Fr=aM;ID TO A 100 FOR PRlIc'05ID L$R�AD qt Q CRo�Rw. ifAtL IN Pim �G� F�H � EA.PORGFI AND PtzOP051� 6EUtkH�D �9 I 1 AI PROX 46 CUYD%OF CLPN SANDY FU U TO • 1 M FLAaV LQ0 ARa7 MID SILL MJ*E AD ®x.32 FROPO5H7 MM MV-51L all*EAD - �� fro RAI--THE NATURAL eRADE MEATH APPROX 433 LIN FT, O' G1 leHoLsE To EL 4 9 T.O.t 1j*EAD @ EL f4Z3' ry jFRO M L6 e 3b DIST:GLUB HOLE F of WEST' CREEK 2 T6.0 (`IYP OF 5) 3b (ABV MLL 4 35 5'-PJN&H(6FF WATER(SIM 15 EDGE OF EX15TW6 l 3b Q2 FWAL TO FERNM Z OF N TO PamAWK `® y { GlI1BHOU5E AND IN 50TH C LOCATIONS BaENDS LATH G (�\• THE CLIMME(NOT YI5l8LF FOR PROPOSED WORK IN THIS.AREA ��' � 3y � :3g IN OVEREF D YEW) SEE ENLARGED PARTIAL.PLAN ON / �� 33 SHT No.10 TIlYIBER FOOT BRIDGE \..� {INS � �� zU � PARTTAL PLAN REPLACEMENT 04' „1 �G STRUCTURAL KlY POWCUBH�FOR: PA5E: JEFFREY T.BUTLER,P.E.,P. 7 9 SCTM No.tai-0-ii� 4a SHORL=i-1AM,N8�1 YORK P O.sox 4554 * ' FESS�O GO11NiTI Or 0q7otx TOM OP TEL-651.205.6250 FAK 651.12T W35 .05 Nos 15000aFA ,.{syr M.S -. era of 16 .n'K.VT.m�Sl,PL• 1DATL, 00-21^ 15 APFR vZP R ager40T NAN-2019-00549-EBW PART OF EXIS[IN6 EXISTING I STORY FRAME FEB 2 0 2019 ECTI® RA i ROOF Ovm PORCH CLUB HOUSE TO FMIA1N TO REMAIN to n t I-V',p AW LS 5A MED r_ j F FLE1_®6A' SGpcL�-Y4 I —oil LAs HOLT W YiASKR(TYP I HOLT p fl FEZ 6WER/PILE IT GTTOWTD.aLKHE.AD r AT.ICN _ TA LED6ER,FOUL ORF,VINYL.5 4EAIH1NS AND*1ALE®EL 4.63` - EL.Z.O. IMAL AND ION® p ALIEN FOR EASE OF GAP INSTALLATION P FCSED 4x6 GGA 6RXRTO � Q tANSTRUGTION OF BUL3�•EAD PROP.�c6 UNTREATBD GAP, f EXI57lii6.EX713�TO D�fSION TO MATCH FROFOSIV x A PROX.134'DP x±I33'L6, 1 EXI5TIN6 T.D.BRADS 13EYOND 1 1tZON PROPOS®MID-511.1- x MD-SU BULKHEAD- INSTALL 2X p TA.GAP®EL 473' i ,z 1-X15T.BULKHEAD RETURN gyp,�OAP TO MEET GAP AT t a- GAP AFPR0,.:li L6 TOP OF EXISTING VINYL 1ID-S RL*VD,5)�DTl GI, I WF AS F,Oi 13$R151m507 EEL CONW3 ® BULKHEAD RETURN I FLEL tit'W 2X5 A60) No 1964655(SPEC.OIU% =EL.49' i a BA.Fa 0:52 EX.2>dO FJ ,w _STA.GRADE BEYOND DC ",, PI�DPOSED 2-3x8 GGA bi�DRS € RFTLp d Z; y t r r.. O BA.PROP.6k'DR }4fr3` I SHyt'�L1•:3b, 'N BA.FX 6RDR i4-7T i'� _ ;; `".3:RSf :.i: .�'�—.,' r...TG; YT��:.''Ky ' -•-c,'.'.sangw"-.'•a�idF:irs:.r.. FPQI?2xI0`L P.,�THW I OLT'(2)1?!32•PILF/LID6NL CR055IN6 ;•NI;H.�rl::.� :ti•:`: •.,�•o-.L'• "�.; - ...c,� h"^` �'•:< 'C� r4��s.2•;i b }'�I+., .2''_ ,,..."`•-� '" ax' ,y��` MD-51LL��;4• ` :y,;��"�'%.A�':; i�.a+�'-�'xr, =..;. �:t;, :,x,. _ _ - ;.a< .S.a,r;•h .r. '�,C�$.:�T e•T,. 'f.�:.�F•`:`e.'+irL,:�^_����u`.+w. _ V I"11V RSA• .Y W 2x •4' •r i ,i' r'• 1 'f +•['VWI VSt�V•'GF•�� n -ui •N 2•G (T .•J- :F4AI�tTAI LEAR'S.P •E• w• - AC �onu'•�• , •r .-�� �'. yl� ', w e :�:•.7•:•=�f:C?:'f'.OR�rH'•'i0 'R�4]SIT•PIACI:•6Rp'�YA12IfSj:T(7.15.:'�4!}'}�'�E'• �• �;C1A• �l:�:j1hT�1-:., •c.F,.•.c tj _.�_•,t-:;. •t t t i •1 ., � LOY�t LEYE_6xB GGA AMID �I - h 6x6 CGA FOLLOI�R(�i' 'iDPD•6x8•Ci(i}atYlklf�L -;t`1E?-6,$:GCIi-E O1LO ' : ?QIti4791I1' „ mu PAPAWS TO MID 5II1 At7; $OLT. U�TALL AT ELE1lAT10ff SUIiID t bx8x±�9.6 GGA 1 e a ' ' fm CawmcnON OF FXTFIM�I;EW H5 P '1 1011 AR-hHALE - ••.($�Y.ONf�}.:'t�fl.�'•t :'TO•�(IST.'$11L••R'HEr'.�D.R�1+1.'�•' ' 1c t n a u� e i3 ■ FA57f�1;S3:?FIRE):HQL'T AB iTlC311'TO EX{5111d6 RETURN. u i e n Il le, � USE/g TIE:S.S.PLATS(W RD$O1T�LAO TO OFFOSMS MkEn CONNECT P3 fD1�111AR YIIfALES- _ t4'LrfL F3: li i APMOXNA'I13.Y 4 GUYTI�OF GLE41i FILL TO I FlAGID LAI�YIARD o THK 55.PLATE5(TOP am BOTTOM) PROP05ID 1i; OF DC D ChD REtt�y(i0 e�E 6PAD1r T OM$,22'TD$.3b) �p LA6 TO OFPOSlN6 MALES(SEE DTL'Gi',T14650 I ILKFIEAD lit' t AND PLANT®RM SPA1ZM PATENS AIV OL)EXIEN5i p e, - --- PROPOSED WOOD PLATFORM AND WOOD ON 1 r I t 1 Ie 1 PROP051�HD-SILL EUL3 AD, I I w STEPS TO GRADE.ARE REMOVED FROM 1 a` 1I °: 1 III , ( ' 5(--62'VINYL SHEAIRW 055 X IO°X 10'} t THIS VIEW FOR PURPOSES OF CLARITY e i ' �--1IME oam eGA TME FOR Fp0P05Ml� -51LL BWJ* AD(TYPICAL OF I8) o PROPOr.�VINYL SHEATHING 510REWAM 56-625 VIM]..SHEATHDry D ���� � e 2-��9�� D D 0385°x IO°x 10`x:W LIMPET, T.O.HUl^Ki-IEAD RETURN DaENSIOR EL X3.6a 7ul O to - STRUCTURAL REPAIR PLAN FOR: � : G Z Kt�aoR f:ow cumHmm JEFFREY T:BUTLER,P.E.,P. ag3 5OTM No.1000-ft-6-24J ' /� R0,sox 634 dF SS1Q� GOIRtfY OF SW OLr, TDY1N of av�oty `'�' SHOREHAM,NEK YORK Tri-631208.5850 FAX:631=74053 .TOB Nor J.<=4 DRAWN BY- RAG a1- t6 as err ax r!_*z rs DAM 03--21-200 App ] ! NAN-2018-00549-EBR FEB 2 � 2,019 PROPOSED 23x8 GGA(DO0UB GII;VM To REPLACE DQSTINE. EXPEND TO BEAR ON FROPOSED:1010 PILE APPP.oXIMATa-Y:do FOOT LONG ' UEF-SIMPSON 51RON6-TIE GONNEnGTOR MODEL.Nle R*by,STAINLSS STEEL ' N eNT=170,}uDT'f•E=525° (SPEGLAL.ORDER- ?5ZN 55 DAY LEAD TO-e) EX 2x10 FJ T.D.PROP- PROPOSED 2-34 GGA 6RDR5 PILE®i4b31 EX.V4?PILE(TO REMAIN BA.PROP.6RDR®}4b3' UNTIL INDIGAT3=D) ,.•.. �'.'-: �• � 61RDSZ/PILE INTEft5EGT10w L ; .io°'P x 15'L.6 GGA TiM8H2 PILE A 1 FOR 6rpWTURAL FTFAIR I I OF aLSHX%jE{TYPICAL_OF 8)----1 I i I PART ®F I11 z I SECTION 'Al r E Qts �11E L, -� O C- STRUCTURAL REPAIR PLAN FOR: FAQ: �POINT c>_t>el•lausE JEFFREY-T.BUTLER.P.E., . ' ` . 34S°MOLD,Nr 654lJ� SCM No.IOOO-IW-F 243 $HORR]31AM,IEd YORK GOfR7tY of 3 s1<rOLK roY$i of 501Tt}iOLD Til.:651.20e Z&BO Fnx 631.72 ZOE0 :_ -S No= 15000q DRAM SY_ R of i V �r�erzemffr Pa DATE 03-2I?A18 AFFP,1 yW .Rg NAN-2018-005 9II R COLUMN I® LEGEND: - -A O A 8 TiJ taoxtvPsnc�Pr) �a1•.2 t ®fD�O1Z E:115T1N6 P11�C-�R1D rut sratcluxw A6L GF a .s -- 010 FOR PROPG�Fu eFJ1•I Y URIC�t 1-Zb FX1tH.1AT �E6VCMXW 1-2�HC1@1.rJL'T 11L7(F} /tp$gJ�'£ 1-]d D(p.My57 D I-E1C4��DR - 44�NL flGG>74G7PS.�C I-BCti66PtD8t I-DC 6L�T3i I-P7C•um WH � WF .D :.g �j AllSOPStPi*TBLfs:E • FD may] 0 ,(L A� X t'� 3 la�f '3 !•Xh.�ht 65S1�M �s 9E..@� 2 W'19 p3V Si`DR7 � �`���o gi � els•oa, 1�6sP�Asia� 6 efrv,;.. � txxaPs � Px � d''D � � � t _ 1.�Fcss .r-ossa s t-ucfJcaaost _ �os� _ 1-t6�JCeimat 51 WAM MfD-SII e1�ADe y t r �61RI FrVBttt.�U3ESD w I-t%vr>7.3nrrwwle I 0. a 1 � s � s sA�m�urxelr � � td70D tAR 13G uFTO Atl6xwaO.Ee � °� w �I � j= LOIdSLT17.1 I b a, :s F R�DZEp65®�ClJltbiID1�2 �; rs rs , =AaatBaFARSACEt�hE3t13� _� idi lX W9LAOdR 9 O:FOFZH'M Eo.FULa.OI$LTYPIrJ1U -tsar�36fIh6dR I-h�Fx642ffR. 1-44F.Xa= I{ - - ae u 1-Far>��euPF4105M "xtPccOOxL1L� IJ13LE F1d19•f.WF.mM t SFAS-,Now TO.PLLETO MMT Ba PROP f g�g s faIPFLIWd ann ,s 173�LGi@ Oti46x") `o 1 >L S A � c o i,'t. o R a q X01 IZj 65�`Cth ld3lt.F,TYPtGAL _ 1 -FR3:i8.^JmflA®lR 1-4fr Pxs+�t I•ttA sovat 1-ffiDc� I7 ?�OOr 1616'OALYL�5E0175w WOW srAm 1-aSCf ffs eaoc�Evx >��A FM 6=M-50655WLw 4 - —-- --- 1 A OR PaE700 I was Ido I FAdIDMy�E 7$ '� I � � FMM5Ck*YW td FX66=QR aa 1 rmsezrnN tara;4a65amse �_ -RL7.L8Sb flA6d9C 1-1�1R460MOYt_ 1-rgtP.+LiOrAHdR 1-SRY.96CGtem2 f-SI DCmmat ia�tSU@K8N 1-iid'>P t7SB9lGt®La 5 _ 5 I ..�I� �� Hcbl�stwamlr[Y 1� a � , I � SYN/MOL LEGEND: D>�DQ57'IA6 MP rn�Ez GUB � ' I-ira IX.6w�t 1-G81PC 6Atofit =I-IMti PJC 61St - f-N6 FX6tR0at I-Td lJC6°SC2 _ 1 46 d.EEOC¢ �I-1d Y1C6RSR'9P �� I-?m RC1 _ 1- 8711 I-ae FXRM.IJbT I-aA PJC R°1.m5T t-ad Fx tal oaeon. "E HCPMJJ6T 6 Hou_I;.PU(TO F044dw ` f — 1 D PROPOS10`�GGA 7 --�- — — — — — — — — — 7 O THBER P4E5,15'L6 FOR FROP05E7 a s sa Twxs Fo trt ATtaast<uot�t WAXJ9MiOWMUVMZCO t mtraEAP_ 4710 5LL E0LKFEAD ANP 9bi�AlAtm b25 COMFL11oN TO FASTS aFAda 1171E FASMW a 16.OG• FSM EO PW a a0'x1611 x to•t7H�x sFa'LiN FT ocur r>� sAay.111f+a Mrv_ eoialAF'2=-W TO Ea rmcm 57RUOIRAL,PHAIR OF GLUBBOL15E '3bSNw132.t3FJID PLOD UIF (At c36`f.sf,l/438t56EAO 16),ti1rv6E .CLT EM)AM wIIr t t3a)Atalu (MY-26 PG5) n o A ba c c _ y o DHIO715 PRDPOSID IO'�GGA 1 f �:�� T mam PILE5,1V L6 FOR PROPOSED STRUCTURAL REPAIR PLAN FOR EXISTING CLUBHO � H FJ '� ON AND ��DR M�GIY-zO'cs) PROPOSED MID-SILL BULKHEAD INSTALLATION �s .i:r_ E ° STRUCTURAL REPAIR.PLAN FOR: JEFFREY T.BUTLER,P K1ro�rIN,,� i� E : OaP.- xTa�r raft.t000-tr5-�-a4a P.O.5OX C04 5haORE W,NEK YORK FESS;. GOUrIfY OF�Jr ,rOLK TOM CF SoLmi LD - 1;Z:631208.5830 FAX.625L"a27 ..108 No.: 150009 DRAM BY_ RAG tom.=t F� DATE. 23-212018 of 16 NAN-2018-90549-EBR Zur B2 q FEB 2 0 1019 basrurs 1570RY FRAMc C10 HOUz i 3' DygNet PRaP0�7 BlJIxFFAD GAP. P�a 6.0 N FIRM TO 13ACK W*r--C IOK PTS. ROOF OVM PORCH '' 65(8'TOP Y$1A1. Der&L 2x aVI;FATM GAP o�o YORK C17 a 6'x8`10LL01�Z ATOP 3,1Ei& ,FOLLOAM AND N0 ISUND 1 IGrTo ( i 25c10°1ID61�2BD LED682ftYPIGAU 7,0ll ( FROF.t4.o'D x TOM MW FLA'IFORM OCT OVEP, ID272= 11 FROFO-IiV MV-5111-MMWO)AND:6V x-[.ON M SIS PORCH DELkRbs7o) fZUGT187 _ TO 5E C016 IN PLACE OF DIST,WOOD SEPS www.dignetnycfi.com Px2-2x1oR.1 ��( D,A� ' www.dignetnycli.com '& orwww.call811.com (1110 R04AN 1OtST W!2>Q3 ALQ1 TO F=C'P b> � I VII LOW y�AER&EL 00 (for other states) TO BE AVPR=2 Mai RM-a ZV SA.EXSMO 6 EX 2AD FJ M 11 id IBy law,excavators and contractors Tn_eu xtrrAn OAP o>s_ l� PROPORD2-50MA6WR _ working in the five boroughs of New York a P 4 Ta•M -FneA a-tt City and Nassau and Suffolk Counties on �•kX�st."�� -• �! SAX a EL sh, Lang Island must contact DigNet, i 1�ROP DBL3�b •• �,�Bi$KF$7 YAR1Ea r MHW®0.32 1-BOO-2724480 or 811,at least 48 hours TRIM MOIST.FILE ;To FsLaGEI ST EXTf11�' ;ti „ , ,� "—I but no more than 10 working days woOD POST To TO LQ1iS1DE EA�A K1iF�iD' "� f i- "" *�,�sn- . exclu weekends AGGot'tt�DA•1»7 •L" :<<.� '.,:. Ir N ( ding w sand legal holidays) PILE(�1z�LOW) i `�� fl' ®�Oa' prior to beginning any mechanized digging (2)3x8 6RDR5 D D _ '•` '��-- r.• - 5 tte'm P€LE 6 I I :- ,••, `., �: or excavation work to ensure underground 0 MOM MIM MIGATIDI I 1 � _'�1'' :`' '� `'^ Fines are marked.Excavators and MAINTAIN 12'GIPAR SPACE FROM EVE OF I contractors can also submit locate FORCH TO 576E OF FOLLOHBP,TTMCAl. I 1 requests online,through 1TIC_if you do not currently use ITIC,please call FaM=8LR�-TJ C.Ap TO MEET LWSM 8P A I ( FP4P05W:W5 LIM FTVWL 33MMAD W MW GAP- 1-800-524-7603 for more information. FORCH PI 1 E5 WFIr-AIM GAP,334'L6 J SEE PLAN YII3'1 f0R LOGAMOR USE 2 FASrBEtS OK EACH END OF GAP FOR � For safety reasons,homeowners are COMMEG71oN TO LED6M FOLLo1az AND strongly encouraged to call as well when planning any type of digging on their PROP0602 POKS 20OL19 6HZDM C40M nosr> f 10°0 x IT L6 GGA T0,5MPM FOR LOCATION Eff E property.Homeowners can contact us BOLT TO MID-51LLPIE i15E(2)3l'x I6'I e 6ALV:LA& I Fa M7ATIOR FLAN,-MIS 514T{LOCATE To MAfMMM directs at 1-800-272-4480 or by calling BOLT W WA iER l BOLT PSL 6RD3Z a PLE CROSSi E) SV46 cue HOUSE P LE em,1YF) g11,the national call before you dig U number. For excavation work completed on ,5 personal property,it is the contractor's Or N I Atl SANDY responsibility-NOT the homeowner's to N SECTION a � � LAWS contact DigNet.Having utility lines marked SE° 11-0o /'9 6RD prior to digging is free of charge. - • Ca e t Ci k STRUCTURAL REPAIR PLAN FOR: ;� -- K POW� PACS: 3EFFREY T.BUTLER,P.E. r SOunaoLD,NY ' ��3 4-9, t{, �'1M Aro.100 1&-6-24! -SHORM �'roP.K Rpt lir°� cautlsY OP mom Torso OF eatrxotn ML-631.208.8850 FAX 63172T50 CjS No= 15000? DRA[-AI33Y: R4-- PAM- 4LDAT- 03-21 2018 0 !� NAA-2018-00549-EBR PORTION OF EX WALK TO SE ExISnNe waLKTO Doti; f;TmVs7 nv RI3'LAGEv FED 2 J2012 TO REI4AIN ON PLACE) REMovM POEEON OF WALK TO DOGi` a TRIM LOGATIM GL05E5T 5UPPORTUW EXIST.I STY FR 1 CLUB HOUSE Ptl E/61RDH2 CONNECTION 70 GLUB}!01l PORCH a o EXI5TIN0 TO RB-WN RH•iOYE WALKINS SURFACE(ice+RVE FOR S -1 ROOF OVER PORCH RE- ATIOW,Wr MBOARDS ANO R=R o I TO REMAIN F FL EL. b.0' ® 1}75TAll I 'off O O O I 1 4 FASO TRIHHD EC J015T5 TO MN R1M.o1S7CL O 1 X U5E 5s.TEGOS®ALL GOhIlV WON POW5 ��� '�1 � 1 REBUILT WALK�RAiL IN Klf1D WSTAL L 2x LES EQ o( ' AND 2x BLOGKING A5 RREQV TWU BOLT TO DC PORCH PO5T5 USE-51)P N 6MOH541P I I `z ! SrA1NLl=55 57Ef1 GONf� fORS 6 1 Ex.2x8 FJ(REPLACE T.O.EX.DOCK= I -DEGAYI=D JOISTS W/ 1 t I Oxs AC-G) 1 EL.5D. I - FL_EL- :5.q2' 5.0.F-L 815-V EX.2x10 F.1 5.H.1^(.m EL.3b' B.O.FX.6RDR @ 4.T- �� ��lOt�.'.':�.''•'.p'•' :•'i�:.:r.•'.---:':'••.-:pRQPD5 4'6:� - . . 1'.;•1.-:•".:•.••.•':•'.••••.- •.: -:-GCL�•.'--g'e•- •-1.�:••1•'•-:• �'E•'�'�'• .•r.••.•'::�.:•:�Gii�"HAGK'F.OR i:HRIly., •'•1 4. kJAL :TO'DOEI:':': :"' : a: • .: :,:PRQP:2x6.UnTRr-AT� G 4f?�-:MLJ .t.• t-.•::..... I :; .':`rFt BbL7 tit CFI JOIST ) Ulsd> . - �:.�•;:.:'{:•:-.•::'•:�:'_. •�:�•'::•,7211N;1�iH•1�F1:QOK;lO1S?�i.1b'�'.MIhFA4�J•GONI�T-. 1 � ::Tb'•l '�80R�H•E 1:-::•: I I ( I r�`�i `}—PROP05ED MID-SILL BULKHEAD, 4 ME 55.TEG05®ALL.G4h9>EmoN PO1NI5 I I I I ` I 1 (SHORE6UARD 56-675 VIRYL 5HEA:MID-511 6 0385 x 10,x 107 I I I I IRE-WALL WALK SIRFAGE E E I I I I e RE A5TALL WALK RAIL TO GODS -10°0 x 15'L(9-GGA TIMBER PILE FOR PRCL BULKHEAD I ( I [ ( t I I 1 I (GUT IOWN FOR FURP05E5 OF GLARITY) 1 D D ELEVATION - WALK TO DOC PAFMAL REMOVAL AND REPLACEMENT AS REQU Q SGAI-5 U4°= 1'-0^ STRUCTURAL REPAIR PLAN FOR: PACE: P3.1 - i:Ib�OR POINT CUSHOteE JEFFREY T.BUTLER,P.E. .% :':' 5CIM No it x-241 rFZ4 BOX q �'�?OPESS � cOtRlrr OFF SLF OLK TOY�6"t OF SOUMOLDSHORH IAM,NEVI YORZX =-L-63lZ0SaBW FAX:651DoH Noa 15000q A DRAM By- RAG D� I6 rn DATE 03-2I20MO APPROVE:, 1T$ NAN-2018-00549-EBR PROF.FORGH &IRDe2 COM: MX-E/-%EA-MM/FOLLOXM coNNEGT1oN P 051RR RETAININQ WAU GAP FEB 2 G' 28A HOLT TO MID-5111 FILE TO BE FA5TENEV to 16°O.G., FRONT TO BACK: 6°x8°TOP WALE,SW-A7HIN6 USE(1) V4' X 16" L6 6ALV.LA6 U5E VW 6ALV.THRU BOLT, AND 61x8" FOLLOWER Lir/2x GGA TOP PLATES BOLT W N 5r$R, I BOLT PER WA5H02(HEAD AND END) AND NUT 61FZE-R/MALE GRO551N6 PIL5VI4AL1=/SHEAVIN6/FOLLOkER COW PROPOSED DOLME 3x8 GGA PORGI-r GIRDER TO BE FA MED 9 EACH OGGURI;e4CE, ALIGN T.O.PILE,MALE,VINYL SHEATf4lNF USE Ile &ALV.THRU BOLT, AND FOLLOMR ,4 TOP OF MID-SILL WA51 IER MEAD AND E30) AND NUT EMKI-EAD EL., 23' WHALE 5PLIGE(TYP) EL473P 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 6RD ® EL 0.0I a• (VAiRIE5) :l• •7. •.1C•._q. .,fps:'•1 I. .R.• �•d. .. .1. P.• +�x':f' .Ji w� .v;'.. :� ^.".� 'wp:�� ••-i _ • 'v:'va _r! y•q,� :c'ei:?. :",.n:. 1 .:ti. r,�.y [,c Jr. H' :-J• , 'c - - -'�:Y. I•�ti. -� — v:. •c•.Y '^'...�.�'`i:%. S•,� -�}y, y� •'a:E{.. t.�•1':h,...o;�,tt§ ,r' �� t.'' .i . :':�r11�..�'ti;:51;t•.s�`u'�:�. .���J"'='v`� {:,. .:�I�t:. 1 r..-: •:a� :Ti"��::'i. �• ::�-" ::...r �-;yr . P f rf. II r h ,:P �" 11• R ., .f.M,-f- tt 4 `.P c F•l• 4 �..: •� r �t_r:b :.,�,• :,C�..,�, ly. ; � 'I •�.r,.1'• i L• Y.'"', '-j�•'e"�` �•~ •:1'..J �~~' 'ti•` y I, ( ( Jho--r i.0 .'p} ,t,�':�t�„�•..1 {([L • la C 1-i•.',e.p[ d� X11 � � {{{{,,i�T ? ��,t �. .�:•Fl;k 4`�,,(((` { P•''• 7 L• `{~,'Y..�:`I P •��ff��L . 1.. - hI la l`i.{''•Y4,r �1 >} :; �•. ; ":Ifi d' a °r_i'•�� !•1h >r•t•'• •••Itl lI'�"� �h •• •k+�.Yri lJi:� l y.i lC) r l ! r q n i n r l �'"I n u In r, �"••` a n a n p r'- rl`' 1 q II 1 I N t D m ' I( I —I a s) I �• ��•' r 1, f a ��� I I �� �{� �� u1 I I ff �i��;� 4S 1 I�` !4• �'; �� �'� � �! I� �� 'I� �� ��1 I ti 31� .�'�` t''• 'f I� ; �� �y � a I ill L II a A 71 tl ll 1 d II i I ,I I I IM 1 I 1 J q1{ yq q I r raa N 4`}E I+P 11 1 lir Ii oft l J11 n lu all ea ut I+ tl u Id al u u u IY { < p I I In N IP v 1 1 r v n I I p IP A P q I ri q q q t I n P �I p { r o .� -_6 $,O.5FEATHIN6 @ p I I III P lP P P of IU A F p P 9 '1 rl r la a Q •i�I �{ I I —D. —il El -8.0' (SHOW t t I { I 11 ! t VINYL.5HEAT! IN(5,SHORE6UARD 625 1 1 1 1 l l r 11 I I I I 1084) OCA FrLf, 15,L6(TYP) I ] 1 1 1 1 I I 1 1 1 1 1 1 f ] LJ L_! L_T L_T J LJ Q� IA ` e 2 ELEVATION PROP L,BULKHEAD �JrJ VW= V—O° STRUCTURAL REPAIR PLAN FOR: KrMosam Four cueocuse PAC5E JEFFREY T.BUTLER,PX.,10 ./ SOUTHOLD,Mr H — �y3 Smm No. P.O.MOX 634 [aao-il6-fr2�,P SHORE.M JycW.YOR'r r' Or-_IuFFO1X 7om OF SOUiliO11p. r� rr�12oa88so r-,ax 6ar�zteoss OPESSt� � -Z6 No.: tsoaoa JDRAM sr: • RAO D,�r ae-zt its of i6 NAN-2018-00549-EBR EX.ENTRAMP TO OOT BRI05E PROP05ED FOOT BiI17GE TO RY TO REMAN IN PLAG (LANOKARD OF EXI5TINO BULKH ) N MEET�M EDGE OMI o �' N EXISTING BULKHEAD FEB 2 0 ZGIr s WEST CREEK N Moosm FOOINATE ATT B Rn ML�� EXISTING BULKHEAD (12° HANDRAIL. `,�"lO � EXTEMSIO14 BEYOND E O. BRIDC4 RECRV Np PROP05ED f 0"� GGA PILES W B 14 (TYMGAL FOR FOOT BR E? N REPLAGEMENT) `? ^3�' EXISTING 5.0W x {8b.0' LG TIMBER FOOT BRIDGE TO REMOVED AND REPL AGE(IN PLACE} _ / 5EE 5HT No's 11M FOR GOER.REQ'MNT5 EXI5T1N6 ENLARGED GED . .'DIAL PLAN - GLMHOUSE 56ALE. F = 10'-V N e ~ { l STRUCTURAL REPAIR PLAN FOR: PA5CE_ KtMONOR PoiNr �.TM iin.fOOO••I16�r24J if.0.H0X 634 ' ���� OF`'-.FOLK TOM OF-Sarni LD SMORa4AM,NEIL YORK 3+ lu Tai. 631.208.6050 PAX-631.727 jQOFESSXO' JM No-150004 DRAM$Y. RAG O� 16 PE DATE: 03--21-201$ $y,173 NAN-2018-00549-EBR FED, 2 J 2009 (PITCH TO MEET EXI57INO RAMP (1:12 MINIMUM SLOPE RE-OD) ////„ 5FF TT TRIM FOOT MD6E D e' SEGnow FOR 01016 R 12u MIN RANDRAIL EXTEN51OR `L ±&5 5HOM(10'0.r,. MAJc) BEYOND FOOT$RIDGE ��5® (T'PIGA:I.) _ p a Nt lu lu s m ''WEST CREEK o z 1� (b • •� z 3 P/® UMBER FOOT BGE - PL f i o STRUCTURAL REPAIR PLAN FOR: F.O. i JEFFREY T.BUTLER,P.E.. _ �M I�JIl6-6, .0 � .$OX b34 � nj �• 24J SHORHiAM,14EW YORK C 0 7 49 ay OF�Jrr otK roL&t or HOLn rn v�tsoaaaso FAx 6�t rn Rol=Ess\0�` taa I500oa Argy EM Ric Of E6 ss DAT5 03-21-2018 Jft3 NAA-2015-00549-EBR _ gib`(OVERALL MAXIMUM) FEB 2 0 t a 3A 3b w w PROPOS®EXTENDED w w w BULKFEAD TE BER GAP SEE.59ii'No-5 FOR MORE INi=ORMAMON < E.O.PROP.MID-51LL)3ULfi�$AU }76 OVERALL FILE DISTANCE(PILES TO BE EQUALLY SPAGED) - 1 - E.O_EXI51 PORGN 3.0 1 u NEW PORL}!RAILING ro SEE DETAIL(THIS 5HT) OF HT:T PROPOSED BWD6E yi PROPOSED 'OPEN-GRATE'TYPE DECKING _ RAlu 4 "ICAQ INSTALL ON PROP05ED FOOT BRIDGE o 5.'i22x llOj X5.82' EA.EXISTING 1 1 CLUB ROUSE REPLAGE EXI5TIN6 5'-0" WIDE X JW L.6 FOOT" - BRID6E OR PLAGF,),PROVIDE W/RAIL PER GODS � - 1 � w w w �• 1 t x If i z _ P/0 TIMBER FOOTI, SCALE;,V,e - 1'-0" . 2 s STRUETURAL REPAIR PLAN FOR J 1'R I`'Y _BUTLER_PA.$OX b34LAD PE' - PM t,+o_1000-116-Cr243 +t.OUlIJ Y OF arr0)_K TOM OF MOLD 12 �ORH•WM.td3�{YORK G_CLQ • TEL 0:p-120&0550 FAY_63I.TZT� op No, 15ooOT DRAM SY: RAG Of (ro tatsrrwnscrt DATE= o3-y 2018 tri NAN-2018-00549-EBF FEB 2 0 v� REPLAGE EASTIN6 5'AM x x-86 L6 O n TIMBER FOOT$RID61=(IN PL.AGE). w. o u'4 PR0P05ID 2°x2"x4'L6 GB7AR PROVIDE RAIL PER GODF. 51E BR1D6E g o SEGTION-ch-IT 16 AND ENLAR6ED rc PICKET5 4n MAX OPENING FER R5I2 B�YATION SKIT 15 FOR GONST.REQ'MWTS 3- TYPICAL RA1L DE516N TO COMPLY NTH N Y.5.CODE m 1 SEGMON RR312 AND RR315 STING TD.ex.BULKHD PARKING AREA ®eL 5.6x `2 ®EL.3.51' o — 3x10 GGA R D. E14 @ B...3.6 Ex15T_GRAD= PROP05ED FOOT BRID6E FRAMING EL.3.2` (2)3°x10' GGA 61RDEPS @ EA.5TR1NG, g + 5nx]On GGA RIM 4 DECK JOIST5 SPAGIN6 i +i t WEST CREEK PER DECKING MAM FAGTf1R82. I M.L.W.@ B_. 0.01 USE OPEN-(9RATE TYPE DEGKIN6 VIEWS G3 g D3 ON SHT No•I6 2.6'x 27'x :-L':::.1:'::...:•-._ExISTWG f PROP.(20) 10"0 x I8'GGA TIMBER PILES DB-M OF PENFRATION = 10' MIN. ,- IN UNDI5TUR5ID 501L M?,U.O.N.) NEW A3 P/o �T EIS FOOT BRIDGE - E- (0) SGAL.E.)4n = V—On LL.is STRUCTURAL REPAIR PLAN FOR: F : JEFFREY T.BUTLER,P.E., a >aoQtr u Koj� F.O.BOX 634 % L `� Y SGTM No.!Op!J-ilbfr24l 13 t*ft "n-- 5NOFzFhW,mE q Yoptr, ,�4� OF�i-OLK TOM OF sovn lO1.D 63120&aa,50 FAX,631.-17ZO35 R' fi•�c�' SOB No, 1500CM DRAM$Y: RAG ic o¢ I6 .ws�stPM DA'T'E 03-212018 BZ' NAN-2018-00549-EBR W. EO.PORGH ` tFLOOR H"try EX-RF.OVR i �� PORCH I �I EXISTING 1 p I 15TY FRAME vFi J GLUE HOU5= a I TO REMAIN 8'-b° (SHOWN) `n ' A PROXIMATE-Y 46 Gu-Tm g- I Q OF GLEAM 5ANDY,FILL TO BE Q ' . PLACID LANDWARD OF MID ' SILL 00 RAI5E THE NATURAL TYPIGAL RAIL RENON t i x� SDE To EL 4.0' 1 TOSECnON M12�i 111111111111111111111111 11W Ny- 92 FLII_ *x.92' F.FL.EL.e 6.0' WEST�•C��;rT� 3x10 GGA R.J. 3x10 GGA R,.L BD.F„I.@ i5zl EX.2x10 FJ VY i-.JT l...R.G�i�. �'ri`� .�.7ii .� F1�.2 ✓.W IDLI QI�/..,r'7_ 5 i I W ® �7 3b' t $°.rte-sROR 014,0' x4�� 5D.EX Ori v;v:�i hx�,ti•�;;<s'%.ssa;-rcE;,,`�,��_,r.s:•�•..;n;'rte" ,�v ®�,TI;,-,,.�•.�4 _ s:�.tr:.: �:.<,-:mss- ''-. ,r-' -�"`;.-'• �:-y •I- -'EX.'8�PILE -•D 0 . �•' RE AI D fT MAIN :1 .::^.• '•I•'.'':r=�;:•:.:1.•_. _ :'�'•� ��1Df UNTIL INDICATED �. : is i:• . 501 . - :''1•:"i:r::::":':`:'::::-:=..::::':'::::=::-:-:'::"::'::;."i:• ;.1: : E 501E 1 ! PROP05M MID-51L1_VINYL BULKHEAD, j z ,j j P1LE5 TO 5E PLACED 1 I i f 5HOREOAURD 5C-625, 0.3551WxIO'1DPxl0'H, N f 1 I I EQUALLY ON GB'n H j I III 51=E SHT No.4 FOR MORE 1NP0 z f I o ! I (10' O.G.MAx) I 1 1 10°417 x IS`LO. GGA TIMBER PILE FOR PROP05ED MID-5iLL 5uLrHEAD F f l { 1 1 1 I I (T(PIGAL OF IS) S L_ L�.J .d l 'r/ `1 f SEE 5HT No.4 POR MORE INFO A LQL STRUCTURAL REPAIR PLAN FOR: I�r tos iota l�otrrr GLIfi3HoL=—E PAOE: JEFFREY T-BUTLER,PEE- c; sOnHOLD,lw F40.Box 6-545(7"No_1000-IM-Ci-24.t � ,�q,g`3 SHORER-NK mm q YORK OF_S#FFOLK TOM OF SOMHOLD 14 631208,aS60 FAX:63]7278033 R�FEG�1^� ,105 No.: EPooq DRAM B-r- RAC r ra I DATE: 03-21 20 a Ol NAN-2018-00549-EBR S'-b°-SHOM EQUAL SPAGING BMW:EK TIMBHZ PiLr:5 10'MPS:O.G.(TYPICAL) 2x4 GBDAR TOP FAIL(HANDRAIL) 2x4 G®AR BOTTOM RAIL EQUAL SPAGIN&BE'IY4EEN TIMBER P1LE5 2x2 CEDAR PICKETS BRIDGE RAILING SHALL BE INSTALLED NTH 4x4 GGA RAILU-7 POSTS 2x4 GGA 45° GENIER SUPPORT 4°(MAX)f Rf SPACE BETL�I LUMBER(TTP) F [ I � I 1 ► I l I I I 1 I � II ! - I i � ► I I I I I , �. TYPICAL RAIL DE516N To COMPLY WITH N.Y.S.CODE 5E0TION RR312 AND R2315 m m I 1 I I 1 I I I I ! I 1 f I 1 I I I1L I LL Lul Z —U ULL� L i f � X . 3xf0 R1M J015T 2x4 GGA 43' GHdT n" F i 15'.D.G. SE1PPORT TI'•PICA L AT 1 EACH MIDPOINT-• i r — 23x10 GGA EIRDER(TYPICAL.) ALIGN 4x4 RAIL P05TS WlT�I 2••-3/°-P GALVANizED TIMBER BOLTS DECK 51h�AGE: -A W/2 AA5HER5 (HEAD BEND) ��Pte`BELOW(TYP) l�E OPEN TYPE DECKING )2° ° 2 BOLTS/GIRDER-PILE INTER557WN _ USE 2-Y2°,P GAWlA6E BOLT5 W/ MATCH SYSTEM CURRENTLY INSTALLED ' GIRDER OVERHANG(TYP) WASHER a NUT SND PER POST(TYP)jr (OPEN GRATE) ON'I^fALK TO DOCK' b" PREFL-BRED 13(GULTIT**- O MAINTAIN b BETWL�N 6kRDERS E1V�-..ARGED ELE VW OR USE THRUFLO.N PREMIUM DEGKIN6 5YSTEM TIMBER�® 0& .. 177 p SEE VIEWS G3 B D3,DWG No. Ib '. • SCALE: 3/40 = I'-O° a�J� 9 �', FEB 2 0 2019 STRUCTURAL REPAIR PLAN FOR: ���: KW FOIRr CUMMOUSE JEFFREY T.BUTLER,P.R.P. NO.1000-1r-z4J P.O.BOX 634 SHOMERAK NEX YORK 73 ay oF,'QFFn.K TOWOFSOUMLD 15 TEL:6alaM.D&SO FAX 6:M-=Tl o33 OFESS�C~ - Mas I�rOflIOY DRAM 8Y: RAG DAM .05--21 18o of I6 NAN-2018-00549-E B R D3 FOOT BRIDGE DECKING ' r1ArG1+'oP>x 6RAr�'DEGKIN6 I6 'OPEN GRATE' TYPE ON WALK TO DOCK MATCH SY5T�1 GURRJ=HTLY 11J57ALLED PfZffTURED SYSTlMw (OPEN 6RA73=J ON XALK TO DOCK' OR U5E SIMILAR SYSTEM, 5A'W1DE PROPOSED RAIL S(601 rr ¢qFaTWzo BY CLU31Tu THiZfl.OW PREMUM Db,-KNMODIFY PER 8312 OR USIr 5p5r,]FIED HI=REIN 4b'GLR 7HRUFLOW PREMIUM DEGKIN5 5Y5TEM (sm VU54 EE3') 1942'T.O.RAIL MATCH'OPEN 6RATF P WIDE X V L0145 PANS,PARC No.60-XX-1-4T DEGKtN6 ON WALK TO DOCK Nwil„hntFIOW.Gofti`1-588-478-3569 LOCAL DPALEiR.PORT I.IH5 R IIRIVBZI-FAD," 3xIO GGAR1MJO15TMP) - . 3xIO GGA FJ,15`OC, OR 115E SIMILAR SYSTEM, DOLOR BY OH4IR COLLOR5 AVAILABLE L16HT xzR 2 m TNRIIFLON PR -RUM DEGKING OBS -6.42' W.DECK SPbGIF[ED HEIREIN o 1N5TALL PaZ.MA WAGTUf;ER!5 6Uf Ifa, �.�7RIM 4x4 FOR CCI016GTION 511B51RUGTURE 6'OCG. R='; IF--2-VO GAR WE BOLT5 PROPOSED IO'P CGA 5RK @ EL 3b' 1 U WASHBZ®IST 13JD i'HZ P05T" TIMBER FL 5,TERHMATE _ Q AT W.6FXE331,7YP. MAR 0 EL 5.2' � � OA FULMq(57H(�'IS'L6) PROP05ID 2"3x10 CGA I I I `2 `� 6IRDER W/•4-V2'4)xl6'L6 r If 10'MIN COVgd IN 6ALV.TWO BOLT,TYP a 1,1� b o m o UNA15TURBE12 501L F 0 19 • • E M.L.W.®H..0.0 PROPOSED 2x6 GCA i f GRO55 BRAGIN6 I I 6>�lGR>�FU EL.ENAWN VARIES PROPOSED 2$x10 GGA PROP05W lO'-P GGA � i � � 61RDH2 W/4-7/2°x 16° PROP0 ED TIMBER PILE,TERMINATE i i i i — 6ALV.THRU BOLT,TYP 0 T.O.61RD� FOOT BRIDGE NOTES: 1. ALL HARDWARE SHALL BE 6ALVAmaD. zwnuFaa? 2.ALL PROP05ED BRiD6E PILES AND UMOZ SOL 5HL HAVE GA MENTION OF ZS LBS PL KWAGUZER. . AWA STANDARD UG5A' ( lim5" 3.ALL FA5l oz TO BE ccwnER5 w AND MD 0.4' i REAT ALL GUTS,NOTGHES AND MI-LED HODS PRIOR TO A55BIU,6. 5A'OA (IYP) 4.ALL SIMP50N STRONG-TIE CoMas7OR5 SHALL BD- L 5h' BE 5TAKE%STEEL. L_-1 i_� 5.RIM AND DECK X16M TO BE PLACID FIR O.G. SPAGIN6 PEW RED BY'OPEN 6RAIE=DECKING C TYPICAL TIMBER ®� � L. IMBER SYS PROVID®. A.MATCH 5Y51EM arizE TLY IN5rALLID ppa4 FOOT BRIDGE SECTION f_ l _GE PLAN G�"'I�KTODOGK'fiPRfr�DBY /• S.t'E THRUPLOW PREMIUM DECKING 5Y5[$•1 NOT TO 50ALE (SHOWN HEREIN Z STRUCTURAL REPAIR PLAN FOR: �� & gir rsoR POINT� PACE: - JEFFREY T.SUTLER,P.E., �. • ' sHOPM n�M,�YORK r • OfESsNo COMM Cr- K-,afi7 TOM OF soun-v-D 78_ Cr516 1=0a,54W FAX-&51.=Bo>a JOB No.: MOCCq DRAM a-f. RAG �� DAT- Oa-01200 O �7 Nunemaker, Amanda From: Nunemaker, Amanda Sent: Tuesday, September 24, 2019 8:43 AM To: Richter,Jamie Subject: Stormwater Hi Jamie, Please include 57-1-25 (350 Blue Marline Drive,Southold for additions/alterations to the dwelling) and 116-6-24.1 (Kimogenor Point for repairs)to your list for stormwater approvals required that were just issued building permits. Thank you. .Amanda Nunemaker Building Permit Examiner Southold Town Building Department Phone: 631-765-1802 1 Scott . Russell 0 S111 r STO)KI�MIWA' 1E 1K SUPERVISOR z AWAINA(GfIECENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town of So u th o l d �l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) 09A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[c]"B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[]'*'C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFy-o-ur Building Permit Application. APPLICANT: (Property Owner,Design Pr s(ona Agent,Contractor,Other) S.C.T.M. #: 1000 Date: lct NAME. tl 6 24. 1 � 2$ c Section Block Lot //''�� k*'* FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 3 V frrlcphonc humLcrl Reviewed By: /p - - - - - - - - - - - - - - - - 8 — II Property Address /Location of Construction Work: Date: — — — — — — — — — — — — — — — — — �O �n 5TApproved for processing Building Permit. C� 'T �A� A1 AM Stormwater Management Control Plan Not Required. 1OL0 ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M. " lOOO �os � CHAPTER 236 (Property owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ���, G I Stormwater Management Control Plan CHECK LIST NAME: action Block Lot �r S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI®u Print Date: p y� �c -The applicant must provide a Complete Explanation and/or Reason for not providing of all Information that has been Required by the following Checklist! 1. A e Plan drawn to scale Not Less that 60' to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here!+ show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C(2). d. 'fest Hole Data Indicating Soil Chai acteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'interval rid g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). ==571 M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY **** 1 Additional Information is Required. Reviewed & Approved By: Stormwater Management Control Plan is Not Complete. 1 - - - - - - - - - - - - - - - - - - - - - - - i Stormwater Management Control Plan is Complete. Date: Li SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 e Topographic Survey ,, °���o� N Surveyed: 09-13-16 ��, ° d o���h���oap)4�1 w e Amended: 05-05-17 �° �ro� 1\ kq V\, (J s 05-20-17. 06-20-17 S°� k°�o���'��'`'° Kimogenor Point �4� Town: Southold Suffolk County, NY G Ce e� y,til MLW = 0.0 3e 6 301 CO N - 3 8s OP 19 1 ° VK a \ •s ,s ' y� � a X34 �, � ; � � 18 1610„ \, O \ �?O \3 ?�p i' ;{ m�� N } 128 O 3'31' 10S� \ �A \\o �� �' �, �(D O -0- 131 19 IK f `, s\3�� ``` �0 00 \3 .� \\O I; k y kL 't O Np s k , 19 s \ � ; 417 2, �a o 3� S ROBERT H. FOX NYS PLS#50197 P 0 Box#366 Aquebogue, NY 11931 .l New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 0 ^^"^^^ 810903837 SM PAWLIK MARINE CONTRACTING LLC P 0 BOX 1611 . MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SM PAWLIK MARINE CONTRACTING LLC TOWN OF SOUTHOLD P O BOX 1611 53095 MAIN ROAD MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971-0001 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11341260-6 821049 1 12/16/2018 TO 12/16/2019 8/19/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1341260-6, 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 POLICYHOLI)ER'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://WWW.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. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:917467196 U-26.3 DATE(MM/DD/YYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE os/1a/2o1s 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 have ADDITIONAL INSURED provisions or 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 CONTACT Carol Losquadro NAME: Roy H Reeve Agency,Inc. PHC. o Ext: (631)298-4700 IX No): (631)298-3850 PO Box 54 E-MAIL closquadro@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Great Amer Ins Co INSURED INSURER B: S.M.Pawlik Marine Contracting LLC,SMP Capital LLC INSURER c: 12345 Sound Ave INSURER D: PO Box 1611 INSURER E: Mattituck NY 11952 INSURER F: COVERAGES CERTIFICATE NUMBER: CL194310173 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. INSR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE F OCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 A OMH7977697-18, 01/22/2019 01/22/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO-JECT LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER Pollution Liability $ 25,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea.cadent ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident Id $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ F] EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E L.DISEASE-EA EMPLOYEE $ 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 CANCELLATION \ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53,095 Main Road AUTHORIZED REPRESENTATIVE PO Box 1179 Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. l ARD 25(2016/03) The ACORD name and logo are registered marks of ACORD rgw workers' CERTIFICATE OF INSURANCE COVERAGE srArE Compensation BoarYi DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured S M PAWLIK MARINE CONTRACTING LLC SOUTH SHORE DRIVE 631-298-5412 MATTITUCK, NY 11952 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i e., Wrap-Up Policy) 810903837 1 2.Name and Address of Entity Requesting Proof of a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Town of Southold HARTFORD LIFE AND ACCIDENT 53095 Main RD 3b Policy Number of Entity Listed in Box"I a Southold, NY 11971 LNY813367 r c Policy effective period 01-01-2019 to 12-31-2019 4.Policy provides the following benefits: ❑✓ A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5.Policcovers: 1 A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named ' insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 08-20-2019 7e-ao- (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS' Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer-has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed B (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form OB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) III'IIIIII'!i,II�IIo'!'llll�'i!I'111•II'lll IH S upp UZ W SURVEY OF PROPERTY SITUATE NEW SUFFOLK 0 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK / S.C. TAX No. 1000- 1 16-06—P/0 24. 1 SCALE 1 "=40' MAY 16, 2003 DECEMBER 8, 2003 ADDED WETLAND NOTE Y 24, 2006 FINAL SEPTEMBER 221, 2011 1 ADDED TOPOGRAPHICALURV S EY T CREEK F V YES 1 CREEK) AN;a M0 �TUTHILL 3 II I I 'ti0+y wgTF I w NOTES., 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM J 4, EXISTING ELEVATIONS ARE SHOWN THUS:,U EXISTING CONTOUR LINES ARE SHOWN THUS: ————-5-——— �i ar , F.FL - FIRST FLOOR FLOOR B.B. - BOTTOM OF BULKHEAD aw - T�0 BULKHEAD ISLAND I B.W. - BOTTOM OF WALL `Oa�vQ`yb fA. �j k '9l <�E" e ry° i ;9lfc 1p`0 yQ�, \� \ �E7lFR 3 0 1 ' o r / \ \ .0 xja 4> \N A,'/o�� . a -W °��yF� �'ye e I I 1-1 `rl 'PJ�t t A• \. / /x 0 4J '� 2.1 + /� . // // apo m.'�•,,• �kj logy : 1.J Z 1`f)- JA 04 4lp�FO'Sky�010, / /sl •\ x.19.(Qoi J x \ \ \ 1.5 y 3'lF�y'YE�y IxS Raw Op po -� �S a 3 Sal '•e,+- �. 111. \ \ \ \ `Z s Z '22 \\ \\ \ _.— � o9bQ°j �— B39 f RK{1e '�F yslp ti \ 4w� R 2D pNF� / o 1P OQNt, x �k \ 5ff\_�/x ¢moo eR/F yPf1�49 \\`\ \\ \�\\ ( /x1T/0%1114 \\� I / xAft \N. xAd BcV \\ \ N,Ir + PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED \\\\\\\ F R SUCH ,,�► US���Yp -APPRO pRSTATETHE PTE D TITLE ASS IATIOW,d + }r Z P.FT �� I BLAND S I N.Y.S. Lic No 50467 �.� UNAUTHORIZED ALTERATION OR ADDITION TTHIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III ISEE CTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land S u r v e o r COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED •( � TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans'— Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-209U FOX (631)727-1727 \ TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 \ ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 \L ,����° 5TRUGTURAL REPAIR MOTES: � T l e ` , �` ��' I.START OF STRUCTURAL REPAIR SHALL ONLY BE61N AFTER .1 ., 4 Z THE GONTRAGTOR HAS BEEN SHOWN THE PROPER REPORTS STATING THAT ALL I ' i`j, v r O �t��� HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM THE SITE USING FEDERAL,5TATE,AND LOCALLY APPROVED METH005 AND : :! ''I --�"--,.•�, -�'�` """; O 1 � O O . e c�Q•1 J PROCEDURES FOR THE MATERIAL IN QUESTION. ."-. : - � +0 , <. O' �' �C �Ql 1 2.CONTRACTOR TO VERIFY ALL DIMENSIONS/DUANTITIES IN FIELD PRIOR TO PROGEEDIN6 WITH ANY WORK. ' ' • i :.:: .1 r ` Q $ 0 �`,r O 3.ALL STRUCTURES 80TH ABOVE AND BELOW 6RADE ARE SHOWN AS A 6UIDE FOR STRUCTURAL REPAIR.LOCATION OF SUBSURFACE .:': .•.':' t • ��� '� o G J�� ::.. .... : . t f:<1. A.v: I I It � Q t•- -0 O 8 --,] 3..; , STRUCTURES ARE ESTIMATED TO BE LOCATED A5 SHOWN.THE CERTIFYING ENI INE.ER DOES NOT ATTEST TO THE ACCURACY OF THE '; Ndrt'11, Fork• 1-- I's•. '� + O d q Cl �,� j PROP05M MID-51LL VINYL LOCATION OF THE SUBSURFACE STRUCTURES SHOWN OR TH05E STRUCTURES NOT SHOWN ;' !S:.'';-.. .-..�...•---,' ��• 7UTli! I z � O F 4.THE 5TRUGTURAL REPAIR SHALL BE PERFORMED BY THE CONTRAGTOR(5)AT THEIR OWN R15K AND LIABII-TTY.ALL DAMAGE TO THE CG' ' ':'%' _'; �_ 0 d AJ BULKHEAD,APPROX. 1133 LIN. FT. I �� , w �n m d o Z -- �- PROP05ED t4' EXTENSION OF EXISTING BULKHEAD 5 � O `". R16HT OF WAY5,RAMPS,WALKWAY5;PAVEMENT,EX15TIN6 BULKHEAD 5EATHING AND TIMBER,BUILDINGS BOTH ON 51TE OR ' ' 1 . ' " '� R I � lu Q (5HOWN BROKEN FOR PURPOSES I 'i. -j t 1 • •,s; f'' z J r '-- RETURN(VINYL TOP OF BULKHEAD = EL. t3b') Q,! O� O N11\ ADJACENT TO THE STRUCTURAL REPAIR AREA WILL BE REPAIRED OR REPLACED SOLFJ Y AT THE GONTRAGTORS F�CPEN5E. .� :•: p j z z d OF CLARITY- DEMO OF EX. STEPS) ::.:'"'•.,.-.: : 1 - P; r' v I .• • 0 in "' d `, ` 5.t0 THE BEST OF THE ENGINEERS KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5),THAT COULD BE AGGRAVATED BY THE STRUCTURAL i•"', O I • , (zii W w -_ _ - USED TO BRIDGE THE GAP BETWEEN EXISTING �l 06 �(� REPAIR PROCEDURE EXI5T ON THIS SITE. r i t GEORGE RD �' w 0 O < F z :... :' .. BULKHEAD RETURN AND PROPOSED MID SILL 6.THE CONTRACTOR I5 ADVISED TO USE CAUTION WHEN EXCAVATIN6 AND REMOVING SUBSURFACE STRUCTURES,TIMBER PILES,ETC.,DUE , : ��:: � � � I '� i U N d I' 0 � -"' __ : BULKHEAD SEE SECTION 'A' AND ENLARGED A� . EX.3 x8 STEPS TO BE REPLACED W/ TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. ' ! ''z` �l - = !r' ••'.• T- �--" - 4.4 PLATFORM AND STEPS(SEE 1.ADEQUATE FENCING 15 TO BE ERECTED AS SHOWN ON SITE PLAN PRIOR TO THE START OF 5TRXTURAL REPAIR.THE CONTRACTOR I5 TO . ''f ; ! `':;%i, .f'- '� W ' � i QJ{j�t}{ M 2 L � C PARTIAL PLAN FOR CLARITY(THIS DWG) :. , ,,:�:: I r, ' _`, `t-, � ppi i ---'"""� Nle a' ENLARGED PARTIAL PLAN,THIS DWG) MAINTAIN THE FENCE DURING THE STRUCTURAL REPAIR AND THE FENCE IS TO REMAIN IN PLACE UNTIL ALL THE WORK IS COMPLETED. ",.�'' .,;.,;:.., ,,-' •ti__. �3 _,. - -- 3.1 r tr �.., FAN�liMfG AD _,% S EX. 3'x�'STEP TO BE REPLACED W/NEW 3b qA , 6.NO DEBRIS SHALL BE PERMITTED TO FALL OUTSIDE OF AREA OF WORK,BEYOND SILT FENCE PERIMETER AND/OR ADJACENT '..�. ' ::; ,. __moi , C t�� v z S �1 PROPERTIES. , C. ea w O wtj) kn -- %ds PLATFORM AND STEPS(SEE ENLARGED c�?� q.CONTRACTOR 15 RESPONSIBLE FOR THE LEGAL REMOVAL OF ALL DEBRIS FORM THE SITE AND ALL CARTING AND DISPOSAL FEES m f ,r� �°'I 41� ARL +�T I O T I � z � .B AlS• 3b L��L� �`<'': �- d PARTIAL PLAN,TH15 DWG) I { �y y,� ASSOCIATED D WITH SAME. �� =_ KOURDS Rp ; �[ IY ►d- I—Q $ ` o 10.CONTRACTOR SHALL LEAVE THE SITE GLEAN OF ALL DEBRIS WITHIN THE PROPERTY LINES. �, © E Rp (1_'--`,_-.`i*-. ' i� u m W O less JAN/�� Ek�ST/ 4.4 .,,r 45 -, c� a � �•`... � $T P -' 0. \g�� NG�lNr� I.q _ EXIST.WD PORCH TO . � GENERAtiL NOTES" t , � � � .. v Fe l KHF ' 13E REWORKED SITE �f'Y` $11 I u� w u F I Ab ,� 6 ° -1.3 / ,� ' rn 1. SEE STRUCTURAL REPAIR N075 PRIOR TO ANY WORK. ---,.-------. I �' Ik, p Q , `- , 1 1 -2.q -15 X. Dock ~ EXIST.WD GLIB HOUSE x 1 � a s a 1 3 6 �r _2b t.n.�1@ el.5.0' �. EX.I STY WD FR 34 BE REWORKED 2. CONTRA( SHALL GHEGK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING of WORK AND HE SHALL FAMILIARIZE LOCATION 'JAN; pN d P� 63. 1 r 1 O E ' -2.1 -2b I.I FX�y� aq CLUB HOUSE d PORCH 3y z HIMSELF WITH THE INTENT OF THESE MANS AND MAKE WORK AGREE WITH SAME. ..,.�. _ c+ sn I (M ! �_ � .o � � ' ' rn ...0 I.8 IK ON WD PILES TO BE `_ �'' 3. CONTRACTOR TO VERIFY ALL DIMEN5ION5 IN FIELD PRIOR TO PROCEEDING WITH ANY WORK ' M -�"i'��� `� O O O i5 `0 O r- ~ T "� EDGE OF EX6TI%IM < j cv L ,� .` 3.0 32 oD STRUCTURALLY 3'4 ® 4. ALL WORK SHALL CONFORM TO THE M1FJ�1 YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND Kr'm er+er ~-.., N tV N O cv N O - 1Ib') :� \ 1.1 2J 3.4 OCA`-` 2.9 +.,-:.' 3.4 / ob +r REPAIRED r RE6ULATION5 OF THE TOWN OF SOUTHOL.D. �' _- � .n Ory � O A N N N \\ 05 13 -3c3'2 - ,q (> ' T 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLAN5,THE m mIT " � �` _.,_U. b -2.2 1 ® � 3.1 , Al i CONTRACTOR SHALL STOP WORK ANP NOTIFY THE ENGINEER SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE N EM S U F FO LK O O ISO O g O �\,-,5--_ MLLK ¢r `� °�`�•. -29 / o,b','/ ,H2 % ft ' I WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. '' �\ 1.3 3.- 30 3b 6. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NSUPERSEDE PROPERTIES. L.OG�TI O1� M��'': s 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SGALEp DIMENSIONS. THE ENGINEER HAS NOT BEEN RETAINED FOR ON _ (15�bx tix �< 33 I,0 2 35 3.E> rn \\\ 1 ` �® 1 3b , , SITE IN5PEGTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. NOT TO ��GALE 2 SEE SECTION( AI a 5' 1.2 35 0.4 .¢ / 8. ANY DISTURBED GRADE WILL BE RESTORED TO BACK TO ORIGINAL WITHIN PROPERTY LINES. �� ,2 �,2 -3.318 � .3.2 r 3.3 FOR DETAIL THIS 5HT q. INSTALL'OPEN GRATE'FLOOR SYSTEM FOOT 13RI06E KIMOCrENOR POINT Co. 33 � �" ✓ "'01` 3 3 �' 1 TIDPw WETLAND BOUNDARY MATCH SYSTEM CURRENTLY INSTALLED(OPEN GRATE)ON'WALK TO DOCK'- "PREFERRED BY CLIENT""' 1.2 b -3,53 j�3 . LOCATED ALONG PERIMETER OR USE TALL PER MaANUFAGTUReRs GUIDELINES SPACE SUBSTRUCTURE A5 REQUIRED ©1- 0�J � I TE I- L1-'tl�l ICOR: SCTM No.1000-116 6-24.1 / � 3 a BI °�+ \ '1 2b -3.4 1 32` f 1 t OF GUJB!•IOUSE,AS DETERMINED THR�I..ow PREMIUM DECKING SYSTEM i I q -3�b 2 - 5. ~ 1 I 3a �{ '� OF BY EN_CONSULTANT5 AND I'WIDE X V L 06 PANES,PART N O.60-M-1-4T KI MOC�ENOR POINT CLUBHOUSE 51 TE PLAN BASED ON / 2 2,1 " 1b AI 1 6. HAMMARTH,NY50EC aww•MFLORCOK I-ea8-47a-3W 51TUATE AT: ORIGINAL SURVEY BY: •1 3 .g BI L.oGAL DEALER:PORT UMBM(FIVE��,NY),EMAIL,CHARLIE®PORTLUM'BERGoK b31-721-3&42 KIMOSENOR POINT ROBERT H. FOX, SURVEYOR •. I.q ` �.0 ` I COLOR BY OW6JR-COLORS AVAILABLE L16HT 6RAY,SEAFOAM AT MAPLE TOWN OF SOUTHOLD P.O. BOX #336 `sX -3'3 2'9 3 MHW=3.0' KIMOGENOR POINT Co. IN5TALL PER Kq*AGTURE R5 611DELI1E5,SUBSTRUCTURE 15'O.G. N '3 abs.ivtLLw SCI'M No.1000-116-6-24.1 SUFFOLK COUNTY, NEW YOPZK AQUE SITE PLA -o 5GT1�f No : - _ BOCUE, NY I1a31 /� F�STENIN� NOTES. DATE: Oa-16-15 ~�____ _­­ IL� -7 -� =,�_ L:�� �� � /'( .1-q 1'q � 3.3 EG6E OF EXISTING IM , 000 116 6-24.1 LAST UPDATED: 06-20-17 \ ` 21 22.1 I' �°� / ✓1 - 3/ EXISTING AND NEWLY REPLACED) AREA OF D I STURBANG DATUM: MLLW 30 15 O 30 60 Cl0 120 �- \i C I. ALL FLOOR J01575(GU1B HIOU`�E AND PORGF 2S 'I �" '-f0_ SHALL BE STRAPPED TO GIRDERS WITH 511>�N STAINLE55 STEEL HURRICANE TIES. USE MODEL NO.HMS N.O.NJ GRAPHIC SCALE I" = 30'-O" d 23 F-2.3 I8 4 Ob •��OF�!q�� 2. ALL 61RDCR5(CLUB HOUSE AND PORCH,EXInNS AND NEW_Y REPLACED)SHALL BE STRAPPED TO PILES ND NJ WITH 51MP50N STAINLE55 STEEL �� .3 -2. 0��'H HIRWGANE STRAPS, USE MODEL No.KTSA--_S5,LENGTH VARIES PER GOMDITION \ hh 23 -2.2 1.99 NLJ14 ���F / 3. ALL DOUBLE 61ROER5 LPORCH REPAIR 2-3x&)SHALL BE CONNECTED WITH LE06ER LOCK OR EPDXY COATED SCREWS,NO NAILED BIZ' -2.1 IO E10,01 CONNEGTION5. � "I.grl -75 4. ALL BRIDGE GIRDER/J015T CONNECTIONS SHALL BE STRAPPED W/SIMPSON 5TRONG-TIE STAINLESS STEEL TWI5T STRAPS. USE MODEL m FOR PROPOSED WORK IN THIS AREA 30 EXIST. 5.0'W X t86'L6 TIMBER FOOT No,MT5M1b55(SEE 5HT.3,'ENLARGED ELEVATION 0 TIMBER BRIDGE') 1. U /5T -3.1 BRIDGE TO EIE REMOVED AND �s� 5. USE 5TAIN�E55 STEEL FASTENERS WITH ALL 51MP50N STAINLE55 STEEL GONNEGTOR5. I. ... �X -23 rPROP, MID-51LL FOLLOWER BELOW , 0 SEE ENLARGED PARTIAL PLAN ON SHT No.3 ���r� 2.4 REPLACE (iN PLACE). SEE SHT No3 6. USE GALVANIZED FASTENERS FOR OTHER THAN USE W SIMP50N CONMEGTOR5,uD.N I-.. . r , 7. USE#10 PAN HEAD STAINLESS STEEL SCP'EWS FOR THRUFLOW DEGKIW SYSTEM / /TT / 7I �J7 m" iii i m .. gD FOR GONSTRllGTION REOUIREMENTS/% " PROP. LOWER LEVEL MID-SILL WHALE PROP MID-51LL VINYL 5HEATHIN6 t-... TIMBER FOOTBRIDGE REPLACEMENT USEX�m STAINLESS STEEL L A6 BOLTS FOR 55.PLATES AT MID-SILL AND BULKHEAD RETURN EXTENSIONS. SEE CONNECTION SHOWN IN11 I ��u��° ELEV'62',THI5 5HT. (CON I INUOU5 - LH) (BLW) W N /,,��� r �\ / �� 2-5/4 xl6' L6 GALVANIZED LAG E3fULT W/WASHER m \� r�'S j h�`' A°TYP I BOLT PER GIRDER/PILE INTERSECTION) ORDER OF IN5TALLA�TION: Vim P4 It Q ... \ I"i.-,i COMPLETE THI5 CONNECTION PRIOR 11 iL-0- P4 B.O.DOUBLE 3x8 GGA GIRDERS TO INSTALLATION OF MID-51LL ;r .1 0 0 0 0 0 1 . ^' ., 1 -Cl--e- - W m � X _ TO REST ON TOP OF 10'm GGA PILE,WHALE,VINYL 5HEATHIN6 BULKHEAD WHALE ABOVE I - - - W A 3.a PILING,FOLLOWER AND LEDGER BOARD EI_.4b3' PROPOSED 0 cp I11 YB' � X Z ' / PROP. t4.0'D x'J.0'W WOOD TEMPORARY HEAVY Et�UIPMENT MATS FORE cF BOLBILILKHEAD RETURN E ID 1 INSTALLB� IN � _. �T(M5PLLATE o � �3 , / TEMPORARY HEAVY EQUPM ENT MAT WILL BE PIAGED OVER EXISTING MARSH A5 �:y; I = L - - d �/ PLATFORM(BUILT OVER PROP. REQUIRED To TRRAN5PORT AND OPERATE EOUIRIENT DURING CONSTRUCTION-ALL PROPOSED 2xb UNTREATED GAP ' 0 . 1 �'� DIMEN514NS T MID-SILL BULKHEAD) AND 1115TLRBW/DAMAGED AREAS OF H16H MARSH(HM)VEGETATION WILL BE ;; ,l, % O LU 4 / ±2 D x 7.0'W WD STEPS 1^pTHI SRARTINA PATCNS 08 O,GJ ANp ALL DISTURBED/DAMAGED g " "...,-.0 ;w%.:.'. AREA TO BE FILLED WITH ±4 GU.YDS. C AREAS OF INTERTIDAL MARSH(INi)vE6ETATI0N WILL BE REPLAMED MNTH /4 6ALV.THRU BOLTS W/ GI i': �;' - ° Idle" A. COMPATIBLE GLEAN SANDY FILL OBTAINED (HM) SPARINIA ALtERN1FtARA pa"o c1. WfuHER�AT BG"H HEAD AND PROP.,MID-SILL' ;. .. ;;,.. �. PROP.MID-SILL. :.0` 11-011 4" 3_.. .� Q FROM AN APPROVED UPLAND SOURCE TO AN / END(18"0L.Mrd I KHEAD H1agLE :-±' BULKHEAD WHALE --- I PROP. /e THK 55 CUSTOM PLT- ELEVATION OF 3b'. AREA SHALL BE PLANTED / �� . B� :L..:`�.. HOLE LOG FOR N N b. •, DRILL 4,6 1 xN' ��� �,y� WITH SPARTTNA PATENS(PLANT 18"ocJ �7 j ,. 'I►.'" :,,..:. . I'-4" �" yi":0 FASTENER(TYPICAL) ('(� �; 11 I, 1, I I I, - I T'-- I •/rTl \� `�a0 ����GZ`2�, 3 " 1 �1 . :l : li i 1 it i I I i ji moi" oti -n -o USE:CONNECTION PLATE FOR .. �I�`� �� // byC �4 yp USE /9 AHK 5.5. L SHAPED 1; ;1 �' 1;' 11 i ':. rn rn fir " 16 ' ,r- e m rn MID-511LL AND BULKHEAD RETURN TB / 6I PLATES(TOP AID BOTTOM)LA6 _ „ ��::`Y•:;:•;-:/ P120P05ED . a O � ;a X O � _1 AI 9 OR I n ' n'' }I`u..II ii ., � r O EXTENLaION 9k // "� s TO OPPOSING WHALES. FASTEN Q" �' ' - - i ., LL! 4., EXISTING MEAN �� Tj Q I1 ,1 „. O LOWER LVL;MID-SILL 0 • ;; a �-. z -o Loc: 2 SIDES,TOP AND BOTTOM W s rl : ,.. .. f _ HIGH WATERLINE I-V WI V05"L6 5.5.LAS BOLTS W/ I` _' ;: 11' . BULKHEAD WHALE r o e �' z D n o F- F b '. Q „ ; 1 z & a 'ov1 =' z � QTC: 44 PIATESDTOTAL� ~� / '` 1 - sT \ /. '�\ QI'FRp �i U� 55.WASTER(5EE CUSTOM i -� - I: ,I a F r- rn 1=n a r` FASTENERS/TDP PLATE: 3 \ PLATE DETAIL THI5 5HT) '� O �` �" I �n r MID-51 ENGINEER: V/ ��� �N o xm, '' 1 I I LOWER LEVEL WHALE t FOLLOWER APPROX.q' -° 9 :� rn X LL WHALE,3 0 BULKHO / ,per I I / ��� � . ` r ",/,y ;I ;; r ;`';"� L6,TNRIJ BOLT TO MID SILL BULKHEAD. USE 34"Q : - BION WHALE _ /''�� BULKHEAD RETURN EXTEN51al'S - I /- /BOT.PLATE:2 �I1' \ / I I ;I 11 16ALV THRll BOLTS W/WU,51iER5® HEAD AND o / o t ++. 6x8 GGA WHALE AND FOLLOWER 'I ;I I z z MID-SILL WHALE,2 0 BULKHD EX. Dock - ' ' 3� /,5, ! ! it :y'' . !,: :: : END(18'or,MAX) INSTALL AT SAME ELEVATION �✓ 1 ExTENSIDN WHALE .�P 7 C j T.O.aocK®el.5A 6 ? GAF PROP05�BULKHEAD RETURN EXTENSION I i I Ii i AS REM EXTENSION'S PE32PENDIGILAR WHALE. (O eco "� / o' PROPOSED EXTENSION OF EXISTING VINYL Sp 'qR I ;j. ;:,. ;•' ; , p (EXISTING, DECKING EXISTING APPARENT . ®� BULKHEAD(APPROX 4' LIN. FT., T.O. BULKHEAD F (5HORE6UARD 56-625 VINYL 5HEAT141N6 ;I " t t r~ r� "','(s USTOM L SHAPED PLATE I I ,I „ ; -"h-r-PROPOSED 10 m GGA PILE(FO1. RE6ROl�D) ;� TO REMAIN} LDW WATER LINE � -"-,- 03Pf5"x ID'x 10'x t4'LONG I I ,I ,: r� Fo / :g EXTENSION = EL. tab) USED TO E3RICSE THE �= ;..:... :.:...... :: i. .: .. 1 ao'Fx a' GAP BETWEEN EXISTING BULKHEAD RETURN 3.4 \ . TD.EXTE N51ON= EL f3b). USED TO BRIDGE I I, SCALE: I"= III 2. �„;;:i." CKW�I�i �4 AND PROPOSED MID SILL BULKHEAD 1� I THE GAP BETWEEN EXI5T11�EULKEIEAD PROPOSED WORK SUMMARY: �� r y�r n; RETURN AND PROPOSED MID SILL BULKHEAD �A .,::,:5� 11 11 �\ . __.- Fo EDGE OF \ B1 ELEVATION 'B 1 ' `` � ��..,.,n 1*k o ExIStIN� ,F' ._, INTERIOR WALL OF PROPOSED BULKHEAD • , 1 �� � � i'" � � INSTALL PROPOSED 1133 LIN FT MID-SILL,BULKHEAD AND PROPOSED t4 LIN FT BULKHEAD RETURN EXTEN510N. INSTALL . ~ �c� IM To REMA - ALIGNED H/EXISTING ROOF OVERHANG _.-/, .. V ' r . . , '�-�- IONP x 15 L6 TIMBER PILES AT REAR OF CLUB HOUSE(EAST SIDE - PORCH REPAIR. ALL PORCH DEGKIN615 TO BE JEFFREY T. BUTLER, P.E. �`ti �� 3.6 X �� 5GALE: I" = I'-O" REPLACED IN KIND. PORCH STAIRS ARE To BE RE-BUILT, EXT1BRIOR STORAGE CLOSETS ARE TO BE REMOVED AND OEM -:,--,.,.::<.•..;,::`'1:. :: r;•:::; .. .- . .;:..;: �(� )_Z E �R rti ��' PROP05ED 10"� GGA TIMBER PILES FOR 3.4 " " 1' % r-,' RESET AS REQUIRED TO REPLACE DECKIPl6. EXISTING 5'WIDE X thb'LONG TIMBER FOOT BRIDGE SHALL BE REMOVED PROP. ±4.O'D x 1.0'W WOOD PLATFORM pit u J" " � -! (BUILT OVER PROPOSED MID-SILL BULKHEAD) STRUCTURAL REPAIR OF CLUBHOUSE, `�``--'" ° '\i `I` •� '' •� '' AND REPLACED(IN-PLACE). FILL BEHIND MID SILL BULKHEAD AND BEHIND PROPOSED EXTENSION OF EXISTING •I:..,. .-.�.. BULKHEAD RETURN AS INDICATED.U5E TEMPORARY HEAVY EQUIPMENT MATS AS REQUIRED TO MOVE EQUIPMENT ONTO , . 7- SEE SFLT 2 FOR AND FOUNDATION PLAN - 1 a':::'; •'' ` '. AND t5'D x 7.0'W WD STEPS TO BE I::.- :, ;,: TTiE SITE AND MOVE AROUhiD ON THE SITE TO CONSTRUCT THE PROPOSED WORK HEREIN. DAMAGED VEGETATION IN Q I" / ED H16H MARSH AND INTERTIDAL MAR`�I AREA5 SHALL BE REPLANTED AFTER ALL CONSTRUCTION I5 COMPLETE. = U 7 CONSTRUCTED IN PLACE OF EXIST. WOOD STEPS / - ' PROPOSED BULKHEAD HOOD GAP / ,. REMOVE AND RE-INSTALL PORTION OF DOCK TO DECK t34" t133 IN FT CLOSES GAP Al I ':` ': :.I.: . ';' `: \ T , Z � d DP X L 05 BETWEEN III {:: .I..i.;�-_:;L"' THE WORK PROPOSED TO THE STRUCTURE 15 CONSIDERED A REPAIR IN ACCORDANCE WITH 5EGTION 404 OF THE IEBC-2015,AS Q - AS REQUIRED TO ALLOW FOR PROPOSED BULKHEAD E.O. PORCH AND PROP05ED BULKHEAD ?, "- �" GR0551t`'fG. RE-INSTALL IN PLACE / / 9' ( 11.N 1 .- I. EXISTING I I STORY FRAME ADOPTED BY NEW YORK STATE. IT HAS BEEN EVALUATED AND DETERMINED THAT THERE 15 NOT SUBSTANTIAL STRUCTURAL (•1- CQ / • L• Z 111. ;i I I. ROOF OVER PORCH CLUB HOUSE DAMAGE A5 OF THE DATE OF THIS DRAWINi�(SECTION 404 2.0. A5 SUCH,THESE REPAIRS SHALL BE DONE AGGORDING TO X - � Q 3 3.7 I n , . I `+. / ®� PROPOSED VINYL MID-SILL BULKHEAD I 11.1. N LU , �- C1 ` SECTION 404.4. A5 PER SECTION 404.5(FLOOD HAZARD AREAS) THE THRESHOLD FOR 5UB5TANTIAL IMPROVEMENT OR � Z • i M a TO REMAIN TO REMAIN J11 APPROX. ±133 LIN FT, (" ' ' I . I-�/4"�x18"L6 6ALVAMLIZED I 5UB5TANTIAL DAMAGE 15 NOT MET,THEREFORE THE 5TRUGTURE 15 NOT REQUIRED TO COMPLY WITH THE FLOOD DE51ON _0 'a- a] WEST CREEK H2 u . . ' ; I F.FL.EL.0 6.0 REQUIREMENTS OF NEW GONSTRUGTION. (y Q TD. BULKHEAD 0 EL. t4.T3 / . . lA6 BOLT NV WASHER(IYP I BOLT PL3R 4 2 _ - CARDER/PILE INTERSE(,TI -1 ALIGN I ( a CO I O / � (I---, EXIST. GLUE HC7USE�`4 � TD LIEDISE-R,FOLLOWER,VINYL SHEATHING AND WHALE o H-4b3' EXTEND TO BEAR OWN PROP05M 40�LE REPLACE EXISnrtG. (L �A -J � I < CL I TD.BULKHEAD EXTENSION A AL16N FOR EASE OF GAP INSTALLATION ►►------II EXISTING 5.0'H x ±Bb,D' L6 TIMBER FOOT 3.6 TO REMAIN < Z B..0.b'. MATMAL AND APPROXIMATELY t10 FOOT LONG ' Q - A- BRIDGE TO REMOVED AND REPLACE ON PLACE) / I- � ?q3, FPL,EL. @ III 314 GONSTRt1GnON OF OULKHE-AD I PROP.2x6 UNTREATED GAP, � PROP05M 4xb CGA 61PDER TO REPLACE EXISTING. I v p,,, I- Q I () <C SEE SHT No 3 FOR CONSTR REQUIREMENTS (ABV MLLW) 35 EXISTIFI,a T.n,GRADE BEYOND EXTEN510H TO MATCH PROPOSED � APPROX t34"DP x�t133'LB, EXTEND TO BEAR ON PROPOSED MID-51LL BULKHEAD GAP USE SIMPSON 5TIRONErTIE CONNEGTOR � J J,J z � Q \ ' �1 4 � EX15T,BAILKHEAD RETURN MID-SILL BULKHEAD. INSTALL 2X I � TD.GAP 0 EL.473 APPROXIMATELY fl FOOT LONG MODEL HkM HU68X,STAINLESS STEEL . RUNTREATED GAP TO MET'GAP AT USE SIM PSON STRONG-TIE HEI6HT=7D',WIDTH=525' Q � OQ Q3.0 3 ,(�`/ ..Q2 TOR OF EXI5TIN6 VINIL MID-SILL BULKHEAD,SEE DTL GI, EX.2x&FJ(REPLACE (SPECIAL ORDER- I W- i 1 Z �` U� I® BULKEIEAD RETURN THIS SHT. DECAYED FJ W 2x8 AGA) STAINLESS STEEL GONt�GTOR 7 Bl)51t�55 DAY LEAD nMEJ ' �/ � • , � ', MODE N)M BER HU54655(SPECIAL ORDER) Q '�' �- FLEL.O 5.q2 ---'' 11. Q 13 N \y�® / X40 �6� \ \Wa TOP OF EX15TIN6 BULKHEAD RETURN = EL.4.9' \ BA.FJ.A t523' - EX.2x10 FJ ----------- F.X 2x10 FJ TO.PROP. 0 � Z � � 1 �F U F4 /,/� T _ _ ,,, / PROPOSED 2-3x&GGA 6RDR5 PROP05W 2-3x&GGA 6ROR5 I L1 I Q ,� \3,), 3.? WEST CREEK ___ ____ _ , , PILE 0 t4b3 LL�..___ -( I I �, o, \ 3 3 , : I T.D,rSRApE BEYOND E - - -tom�+. ; BA.EX 6RDR®t4.T1' , 8.0.PROP.6RDR 0 4b3 1L Q X 3�'x 1'i ; I.: */ B0 PROP 6RDR®t4b3' EX VO PILE t v Q (y ...,� M.N.W.® EL.3.2' 1x3:2' :- . . , ::... .. BUL.KI . J !:a'.:+.L:, :,. F-"' I (TO REMAIN U Q _.� •. �: i.�:.... .:�_-., BI l� a o 0 0 1 x:' ;PROP.2x10,.., THRll BOLT�2)PER PIS GRfY�51 N6 ) r ':i: I-tIn -^-^-. ' ;' L R' UNTIL INDICATED , ;.' x c I' ! r ::,., :.;:, 18 I .t._ Q x y. ��' GAL - 4 U BIA KFIFADxREVFJ�L ARIES' r LA6 BOl T. :IiiA5H8R' I H� L!- 1 I. I .tiM�-a ti /v,•A' . I �.�/ I v a. 1 I :fi ry :..r._..- I ear. I I Q .�.jZ1rF' , I., W I� XIMA~ Y:4Fi U1.YD�: I' 0 1. I r.,^ APPRO T�. GI:EAN SAMDY.'F L L TO' '• G D P L PLAN I I ENLARGED ART » E IA , I I O I �'" .��•••.••••.'• RDER PILE IN11'�2�C�-GTI I I �• 2 1 I'. I [�5 I 'aF {l� RD.. 'A3E PLAN GANOWA�RD t� Q f2AL5E THE'. ':�•': ': .': . INTO�..:j �P, :;.�•;. .i �MA 2•GLFA. AGE L J ..�,' : .,.� :,' �'. .. ma�yy,{{ •II'••'PI Y)k I I Ute,�. . I I 1 I . I 11 1 Z i . 3 • , �:�.,.�.-,,',�::::��:,��:::J"","��"-,� I I Ir'.r E . � 5GALE:: I = 10-O M.L.W.®EL.0.0 O 45c : bRI A ..p'!. JI 1 NATURAL.&RADE VARItS.t APPIROX EL'3b I t- 1` iS _� ,��,..._.`. A, j0rJ �1•(L KSS_ .:''. ':: : ''.11'..I'!I /� : ,'.,.I'.L;:.:EO:.PORC�NTO:E:O::FOLLQI^IER,:, I. .,. . ) ) L , ( r I Z ID « .,.I .. .I`. ,, III . III ,. .,.... I . I I I " 1 D „ . ::•:PROPOSED :I'.1 I I''1 PROP05M LOWER LEVEL 6x8 'A WHALE AND 6xb CGA FOLLOWER(tq'L�)I � N Y�D E� 10 0 x 15 l 6 GGA TIM882 PILE I I � Q - .'' '. 6x$GGG' x8 WiALE..ERPr-O MID 511E BUC e I ; ' i RUN PARALLEL TO MID SILL KH IkD THIfRII BOLT. INSTALL AT EFVATI SUITED ApPR PROPOSED A WHAI:E At•ID 6. . A FOLL orrcR ''':'':::' I 1 OVED AS PERT REPAIR1 I IO -7 -1.._ 6x8x±7'16 GGA I I I " FDR GONNEGnON OF EXT1 AND CONDITIONS9F=,MAL I •:•(8EYOHO).-'M'P;lk,l tF-�'YO'FMT.-.1 KHEt�D.RETUZN, • r I,� } f�AXJfAD RET1X2M15 PERPENDICULAR WH - (TYPICAL OF 8) ----) 1 ..FASTEN Ell'':THRU BOLT GOMNEi6T10N'TO EXISTING REfi1RN. I I I : ::I li i USE fie'THK 5.5.PLATIN(TOP AND BOTTOM)LAC'TO OPPOSING HOLES I PER LANDWARD �_(t� � I 1 www.dignetnycli.com :'.'GONNEG pERpENO LaJLAR REALES- I I MIT NO 1 J or www.call811.com For safety reasons,homeowners are strongly t4'LIN.FT. I,I, APPROXIMATELY 4 GU.YDS.OF SANDY FILL TO BE PLACED encouraged to call as well when planning any type USE�/e'TW SS.PLATES(TOP AND BOTTOM) PROPOSED In i EXTENDED CLAD� e FROM LL 221 TO E^3 ') DATE X (for other states) -40'x . . . • LAI TO OPPOSING WHALES(S�DTL'GI' n t5 SHT) " ( of digging on their property.Homeowners can Bl1LKHEAD I..I� ' AND PLANTED WTH SPARnNA Pf�(18'O:GJ I (0 1 I I I F A(5 E By law,excavators and contractors working in the five boroughs of New York contact us directly at 1-800-272-4480 or by calling EXTENSION I"' ����,,,//// 811 the national call before you di number.For PROPOSED WOOD PLATFORM AND WOOD k; -, "1 I,,; PROPOS®MID-SILL BULKHEAD, I I City and Nassau and Suffolk Counties on Long Island must contact DigNet, A� /� excavation work completed on personal property, STEPS TO GRADE ARE REMOVED FROM ;;' ;;; ;;I 11"' (SHORP6uARD 56 625 VINYL SHAEATHI 03&5'X 10'X IO') I I AMMY C 1-800-272-4480 or 811,at least 48 hours but no more than 10 working days P pe p perty,it I v.�I (excluding weekends and legal holidays)pdorto beginning any mechanized is the contractor's responsibility-NUT the t t THIS VIEW FOR PURPOSES OF CLARITY " __ I I --10'�x 15'L6.GGA TIMBER PILE FOR MID-SILL BULKHEAD(TYPtGAL OF 18) FIFTY(50) CU.YD5 OF GLEAN FILL(COMPATIBLE 6RAIN 51ZE) I I I SONG� �n homeowner's-to contact DigiVet Having utility lines SECTION A 1 3 digging or excavation work to ensure underground lines are marked.Excavators marked riot to di In is free of charge. SHALL BE PURCHASED FROM AN APPROVED UPLAND SOURCE. 800-212-441(90 I 811 and contractors can also submit locate requests online,through ITIC.If you do p g9 g g PROPOSED VINYL SHEATHING ( NOTE: NO EXCAVATION OF THE 51TE HAS�AUTHORIZED FOR not currently use[TIC,please call 1-800-524-7603 for more information. 1.7 50ALE: y4" = I'-O" SHORE6UARD 56-625 VINYL`SHEATHIN(5 1! D �� D� D 0385'x 10'x 10'x t4'LIN.FT., ( (5� L1 THE PURPOSES OF OBTAINING FILL OR OTHER MATERIAL. -1 TD.BULKHEAD RE M F_XTEN51ON = E L t3,6' 7 i. 0 f 5 r PROP05E0�cb CLUB HOUSE GIRDER,REPLACE BETWEEN COL.LINES PROP,NEW DOUBLE 3x8 GGA p p�RGH161RDER CONN: PILE/I�IALE/SHEATHING/FOLLOWER CONNECTION 10 ' 'B' TO 'E' ALS COI, LINE 5, SEE PROPOSED PLAN(THIS SHT) PORCH GIRDER USE �` ID-SILL BULKHD PILE TO BE FASTENED EACH OGGURRENGE PROPOSED RETAINING wAl I� GAP. w iti Q PROPOSED WOODEN PORCH FLOOR TO BOLT TO BE REMOVED AND REPLACED 51MP50N 5TRON6-TIE ;� x 16" LG 6ALV. LAG USE 3/4" 6ALV. THRU BOLT FRONT TO BACK: b"x8" TOS �yp�E {EgT}{IN_7 s�5 r PROP05ED 3x8 GLOB HOUSE 61RDER USE (I) /4 AND 6"x8' FOLLOWER W/2 o �, o CANTILEVERED b" BEYOND PILE GS7 HANGER TO NEW 4xb CLUB BOLT W/ WASHER I BOLT PER WASHER(HEAD AND END) AND NUT � GGA TOP PLATES Po o N PORCH FINFLA9.= 35A2'(SHOWU EXISTING 4x6 GLUE HOUSE 61PDER CLUB HOUSE FIKFLEL=tbo'(SIMILAR) HOu5E 61WER TO ALIGN T.O. GIRDERS 61RDER/WHALE CRO551N6 PROP05ED DOUBLE 3x8 C4A PORCH GIRDER . EXI571NG 2x10 FLOOR JOISTS(BEYOND) ' , .o ) TA.PORGN 6RDR EL.15 23' ALEISHEA , CONNECTION A 2 � O Q . -- FASTENED D ® I6�0 G�R AND FOLLOWER WHALE REMN u N. TO BE ASTE ALIGN T.0 VINYL SHEATHING � 71F--71I 11 X, I _ TDP OF MID-SILL U 314" 6ALV. TFfRU BOLT, - W �` d 4 � . --- --------- EXI511 N6 2x8 CCA c T '_ EXISTING 2x8 GGA PORCH OR CLUB FLOOF'lRIM OISTS PROP05FD PORCH FLOOR AND HOUSE RIM J015T ° : I -PROP05ED NEW 3x8 CGA 5(B-61RDER BULKHEAD WASHER(HEAD AND END) AND NUT b? � Z '�- ' QQ o 7 .. 11 1. i` I, EXISTING GLUE HOUSE SUBFLOOR 1 EL. 1523' WHALE SPLICE(") w� z Y ,� Xt ly % REMOVED FOR CLARITY EX 6RADE EL. 14."13 --- .� o U i I 51MP50N STRONG TIE SEISMIC HURRICANE i 1 A 7'lo" I POSED DOUBLE o o 11 S ' REPLACE EXISTING 4xb GGA I I _ O O O O O O O O O O O O s • O O O O Q O U Z TIE(P.N.H855),INSTALL PAIRS OF STRAP � �y.. ._ . GIRDER W/PROPOSED I I I xb GGA PORCH GIRDER 1 � � � z �� -- 11 TIE 3x8 GGA GIRDERS n n n' . n n n n I I GC>FWC-GTORS® EACH JOIST AS SHOWN I@ :..�,": .•..I r�/ I D, Q z TING POINT •q.a, I rs' �, I V I 2x8 AGO RJ I V I �'+ -W I V I I V I L EXISTING 8�TTMBER PILES TO REMAIN EVERY INTERSECTING (TVP) ' ' I I RU BOLT GONNEGTION TO . : - (TVP,UAV) L,..: t,:..,.I.11 11 11 III 1:;`.:i.` to,.: .�..:.., .: :qI .4.:. ,:........'. , ;;N,P:. I, " N 1111 ( I 111 a P...,:I ``, I I ''�'1 ' I t'I' :al.i.::::A' 1b :9 s,i. ;..}:1 ..Y.N..'.,..;n.I;*1 g..,,,' ��}� C GRADE VARIES W_ � I f..". q. _3 III 'I 'I I I L " S ti: I' :t «r.•_,.:0: l� z s t':..1:' 1' ,! T RPR g' . ' m I 6 GALVANIZED x15 .o OP xb 1 ; 2 L / ? �: 1 .qy� I •1• z 4 -1 I�� •�r--: :� 15 ,1:. •A. :7 0 �. TING _l.. h.. ;•:,. ,. <t:,•. �. PIE I:I I {.�.:: L USE 2 �•� w S.J. ..l I !�. .:I .',T..;,« 1 U'.51 1: w 41- 1 I,v.. �,. t 1 11 d .ir�' - EXISTING/NEW 2x8 AGQ FJ/RJ TO BE ., , r 9,1 {.0...rY .... ..7.( .,A t �•P.' 11 A`;';I' 111_'x` a. BOLT WASHER ( BOLT -. ;�•�,...��` .:.•• LA6 NY \:1� .+ , .,... i.: i .. .,,:.t.... r'. .M..F,c'Ar:•.I" C BOLTS® EACH t t I t 1 y ,I F. y ( .9•,, , ,, {- { ,,.',:.,; S :v: '�... 44.. �. 4, X: 4: y ( I G $ ': ...`:.�::' . . . . '.:. : :. ��I � y:..�• �.i :, ..:,1-:.;a \ / I I I I N I t 1� o .ti,:° 1:'' ,1(p S{� :"::`..'' :. :4:.. 1 1 •,t. =....T. .: .. #,I .,II.t. '6•�1 r. d� 6 'ril:l 1.•- 'S., ,.r. ._ .;�,t•'.,^•.''' /� TRIMMED TO ALLOW FOR PROP.DOUBLE PER GIRDER/PILE INTERSECTION r I I I 1 r r 1 1 II I I .1,.,.':."„•,.:.,, { 11 I F d t - ,�`�.�., . 3: 1.1;• I LU � _ z Q C I TERSEGTION WASHERS AT I',•:..I n 1 r n N i •`rr 1 I 1 N I I r l rn r» I I'1 W �[ ►- EX. 4xb GIRDER X 4 I I; 14 1 11 I i I! li III I II I t y I I 1 1 n = w 3x8 GGA 61RDER5 INT INF I I 1 I I I 1 I # I I III d " , I I, ,, d I I I } I I $$ } ; } $ Kj EE 1. dl r d dt I, ,I d „ u (CONNECTION PO �J / \ / � HEAD AND END AND NUT.(rYP S I I I I } tx ,_ S 1 I� N I q I !I N 1 I t N 1 I p V y I I I I $ I d Y — ��!/; P LLI T CMAIN per/ ND 1 II RE (VL t O S t I i i I ! P p I r ►— 1 w I I I I I A n/ I 11 I I I I l 1; I I I I I I I! d I I I! 1; III Ii I I;I I d !i} ,I}1 I 1 1 t1 ( y �- T U1 IN III tN I# flI l �I d� 6 h dl �li d� YI I 11 I } �( t "" PROPOSED 10 GGA PILE - ;`'r'':.> s I I I c N I P r 1 1 I I P N I I I r I r III I III I 1, I t 1^ d I I I I I I d $ 0 4 _ y 1� ;I I� y P h h a! la a ( I r 11 rl r II II N T EAST AND WEST 510E OF CLUBHOUSE- USE 5IMP50N STRONG TIE CONNECTOR Q- N 1 I I I I I ' I li ' t ; } I t I I } I o D PROPOSED SUB-GIl2DER@ Q I !II d I 1 11 ld 111 dt I 1 II dl dI !$ ��I I 11 �� A3I I 1+ ��' § w ,� 4 I t Y 4 Y h d Q \ \ I' Ir I AI tII NI Ili i:1 Ir IIS ifI 1P nl I� 1 tl 11 11 Y 0 11 p 1 FOR STRUCTURAL REPAIR MODEL NUMBER NUbBX,5TAINLE55 STEEL . EXISTING/NEW 2x8 P1GGt RIM JOIST I I I g 1$ I I { } I I I}I I yI } I 111 I I }I } } I I r Y II I 1 1 i,' A lIf I I }} i� i }} I 1 I — C2 FAILED PILE III 11 NI I 1 ! $ I IN # i1 dt , " I It r It d1 1 dt #I I I } } o � o n Ir r Ir r{ tP 1t! !r r r n Ir n1 r a 1 11 11 n P n r l 1111 I r O HEIGHT = 7A,WIDTH = 525 i 11 I I I "1 " "1 d i I I II II I I I + 11 4 I I I 1;1 I I I } r I' 1; " �' (FORE6ROUND) TO BE TRIMMED TO ALLOW FOR PROP. /GIRDER CO1tifNE TION S{ I! !t y s 4 1 I I Cif; ORDS 8• h 111 II Ili A �h dI II d I Iib {A dl I '{ iI li 'd Il I I # 1 �' �"I�ORDER ':I I N I I I, P I I' 1 11 1 1 P 1 P I 1 1 1 P I p !I� I it r ( DOUBLE 3x8 GGA GIRDERS " " h d I I h I{ t SCALE: alb = 1-0 Q 1 1 1 1 g 1 11 TI I I } I I}I R I i' I it I' I'" 1 q I (i I $ 0 - r_ I I t I , I I 1 I II II I' $ I I 111 I II 4 N O O III I IN NI At III dl tI I1; I IN 11 I I II dl t'I d�l l a ' � .I �� ; I ; 8.0. SHEATHING ® N 7 BtU51NE5S DAY LEAD TIME) P I I I P v 1 I n r I I u r n I ( r !n 11 r n vl 11 1 1 N I N t ry SIM[ I i 1 i 1 11 11 III 11 1111 h; i SI I I R 1' 1 y 1 N , REPLACE EXISTING 4xb CCA I I ! I I I 1 I I I I i I I f 1, I I TYPICAL EXISTING INTERIOR 8 rD PORCH! 1 I 1 II I I I I t l I i II d I II } II I ,I t t d A h 1 1 II d t Y EXIST. FJ RT CONN.TO PROP.GIRDER AND " 1 _Il L_ __ V L LI L L H I,I J LIL 11. y y�� — o — '� I .. _ —_ ! .Y L— _ L.1-J-9—_A L_UI_ I LLIL$ EL t -8.D'(SHDWI� � 1 N � O1 1 1 1 uI ILl_ JA_— — 11 L PORCH GIRDER w/PROPOSED -1 r- i r - I I` - -- -- r-- -- I r- -y rd_ E2 CE_'-,,). PROP. GIRDER CONN.TO PILE(FORGROUND) CLUB HOUSE P05T LOCATED AT COL DOUBLE 3xb CGA 6IRDER5 EXISTING 4xb GLIA HOUSE NEW 51 TER 2X6 GGA � 1 1 I I I I 1 I I 1 I o o 'S $ 0 0 5TRINGS 2 AND 5 GIRDER TO REMAIN CLUB SE 61RDER I I VINYL SHEATHING,5HORECUARD 625 I I I I I I SCALE: }" — I''-O" NEW 515TER 4x6 CGA I I I I I I I I I 1 ( I I CLUB HOUSE 61 TNRLI T EXIST. GIRDER AND PROP. I I I I I I 1000 GGA PILE, 15' LG(TVP) I I I I SIM 515TER IRDERS,USIEV 5,5, THRU I I I 1 1 I I I I I I I I 90' Corner EXISTING GIRDER TO PROPOSED GIRDER ALL GIRDERS SHALL BE SECURED BOLTS ROWS, Ib"Or, - STAGGERED), I I 1 1 I A I I I I 1 I Brace ''' '`�00 F2 F2 CONNECTION TYPICAL DETAIL To EXIST.PILES W/51MP50N wA AT HEAD AND END AND NUT. SCALE= I I-o STRONG TIE 55.5TRA (TVP ASTER GONNEGTIONS,U.ON,) I I I I I I I I I I ( 1 1 " " = I =ZZ\ - I 1 I I I I I I 11 I I 11 ($ EXIST r'„' NEW 1 1 L J L J L J L J L J L washer Plate washer 1 SIMPSON S.S.STRAPS: J Beveled PVC 4 Nylon WALK l „ , WALK M5TAI8S5, 18” LG I I I R J. R J. I I M5TA2455,24" LG III EXISTING e" TIMBER PILES TO REMAIN B2 ELEVATION PROPOSED MID-SILL BULKHEAD " @ _ MSTA3655,36 1-6 4 -v (36" LG STRAP SHOWN ABOVE) (TVP,UA.N� j SCALE: 1/4" = I'-0' Front side O rEX15TIN6 R N LK TO BE / H 1 PO TIO of Ex,wA P OPOSED SISTERING AND Front SUPPORTING ==.=. EXISTING WALK TO DOCK REMOVED AND REPLACED -i T-� 90 CORNER BRACE view ` T10N D2 PI E/GIRDER STRAPPING DTL PLACES REQUIRED = 2 �_TO REMAIN (IN PLACE) �) I I SEE MANUFACTURERS INSTALLATION INSTRUCTIONS �- f 1-4 �� 5GALE: 3/8" = I'-0' FOR QUANTITY OF PARTS • REMOVED PORTION OF WILK TO DOCK _' x , r " 1 -�" • TRIM LOCATION:CLOSEST 5'JPPCRTIN6 ( EXIST.I STY FR I "n-RIMOJ015T PILEJ6IRDER GONt�CTION TO CLUBHOUSE Popa Z _ �y t I EX15TING TO REt HOUSECLUB N 6 RDOVE W ILKIN6IWC(RC;:IRVE � u I i ? Use with; ,I i : G OSC-650,SIG-750, • 5G-525 and GG-SO T' 1 ('() I— -'--1 ROOF OVER PORCH F,FL.EL.®b.0' v m W \ RE-INSTALLATIOW I TA.BULKHEAD GAP " PROPOSED TIMBER PILES lj! / GUT RIM BOARDS AND FLOOR O i- I TO REMAIN J __..,.. _ JDISrS. 9 oc ��- 10'0 x 15' LG(I OF b) j CORNER FITTING O PLACES REQUIRED - 2 FOR 5T1RUG7URAL REPAIR OF CLUBHOUSE SEE ES RE G REDRS I 4 FASTEN TRIMMED Fx JOISTS TO NEVI RIM JOIST � RH ° -- -- --------------- ------_ -,� / , , u5E 5.5.tEGoS®ALL GONNEGT}oN POINTS �� � ., EAST I„ RE�ILT WALK It RAIL IN KIND �� ° rpt INSTALLATION INSTRllGTI0N5 r-' I x I I -A 0 ' A BF] C D f E F C A J FOR QUANTITY OF PARTS W N ' INSTALL 2x LEJ6ER BD 1 / PROPOSED ID PI AND 2x BLOCKING A5 REO'D = u n 51M 2 .! LES • I = BI THRU BST TO FX.PORCH P05T5 =_...:.. REF T 42 l'-II" 7'-11" �'-101, 7'-10" 8'-O" SP �/ - I A -5 II ,A,z a-2 Tf31-5" (MAIINTTAIN I� 8 GLEE CNII SHOREGUARD W m� L15E SIMPSON 5TRON6-TIE / 5TAINLE55 STEEL GONWLTOR5 I ( u I EX.2x8 FJ(REPLACE EDGE OF PORCH TO HARDWARE: P4 � _ .. T.O.FaC DOCK- DECAYED J015T5 W/ 3.. E.O.PILE) N.T.5. W m EL.502x8 AGO) _ 1 I FL.EL.® 15A2' --- --- _ N u- g LI T OF EXIST ROOF ABOVE FNNNNNNI X Z U_ 11 - I BA.F J.®1523 Q _..._ t ..—. _ — —_— — — — — —I-2x — m r+ O —" i; Ex.2xlO FJ N Y ORIGIN LIMIT OF EX.5TORAI ABV - 1 - ' -_ - _ r' RIM J015T OF EX15T PORGN ABOVE b EX.RIM JO I .., ,�,T-.-.,.,_-......-... ..... . -.--�-,-,�,-... - - - -- - -- - —_- x X RIM J015T 1 2xb EX RIM J015T I 2xb EX. LIMt7 15i _ --" 1-EX.4x6 6RDR �� I-EX.4xb 61RDER — I-EX.4x6 61RDER I-EX,4x6_,, __-. B.O.EX,6RDR e±4,77' ' WP( ,0) ! ALL EXISTING TIMBER I n 1 PROPOSED WOOD = CQ US ;,Nj; I I PILES 0 PERIMETER ARE _j BULK M,H.W. EL.3.2' „. ; �,� V � © iib Ig EX.2x8 F J. DECAYED) EX.2x8 F.J -' IMI?OF EX CLUB HOI��E 0 ti 1,_ ��., ti• �_., _ ,. 29k�-^ n ` .._, U I � :::::::::::::::::::::::.:: ::::::::::::::.::.:::: ::::::-... - HEAD CAP HAS BEEN '71 �� .,. .. . L ... :•i:•,:"::". :''.. ':;' ::''. (ABV GRDR) (ABV 6RDR) :::: kb �a LL ATVON). x30' ., E?4POq 17"4%6:LG161R?%- r. .L .. u'� - ,5� . •. , ,. of NEW YORK CITY � � trEPLACE As R6nV) Ex.2xa F.J. t E As FWD) : ' ' ' � REMOVED FROM THIS VIEW GpEEK ., ...-.L .I ., ., .. .'• .I. .,.. . .GUT:BA7:Y,FOR.0 AR1iY:;.• .•.I.1" �'. ... "� I " efi 1ti efi 6�• . , ,,. . .., ., . •. •. •. '::'. ;• •: A- -? ^ I I6'O.G. (ABV 6RDR) Ib`OG. EX.2x8 F.J. EX.2x8 F.J. �' `� ` O �: . #:.: .,., , . .. .. :. L .I &LON6ISLAND _ .� 1. 1 FOR PUR% POSES.;:r;:';.: I:'. ` ABv GRD 1 B URPOSI✓S OF CLARITY O I o k IIREPLALE A5 REGYD) S �Y' A V 6RDR , tP:7x UNTREArFn caP,.'...1. ., o t�-- --� '{NST ill PEXs'TlON.OF'WALIC'.TO D(jGC J:::'1 ' :. :<.� k 1 I ;. # '.,,..!I. •.:'.;APPRQX::a.54'.DP"•x:l133'L�. .'. �.:'. ::.:..:•. :. .. ,: .: A t' 0Ib-O.G. 2 @ I6 O.G. Ib"O.G. �' - N I 40 ML.W. EL.O.0 :•• dHRi!$OL T.NE4V RIM'X157(5},rL�!ER.fILI/61RC1El2 ., .. t -1 :. r : V ' V ,E n u s �� F2 -' ."._" I I. i-t'F. .•..TO:.GAP EL:'•4:7 .. W` g I-4xb Ek GIRDER 1-PROP.DBI 4-P.1:' :. COI GTICrN: ::'. .': •:':••,':I. •. I .. I...I• •.• . . - I 4xb EX.GIRDER _ I-4xb X 51M I I TO BE SISTERED t C MOSED MID-51L m I , , E .GARDE - I -4x6 EX GIRDER - I 4x6 EX.GIRDER 3xb GGA 6RDI2' �- $LKHEAD: : - :. ' • R11N;I�IM/ L(�QR:b15TS;lb.';OG MIN AND;GONNEGT. - — -- - ,!' ,:{:;:_ I I _ p �� www.dignetnycli.com - - - - -- — - PROPOSED 1133 LIN FT VINYL&11IC,FIE/gD IrV -r—PROPOSED MID SILL BJLKHEATb kED6)R:B1T�P41�GN FRf,C':;: ''''. '' ' I ' 1 I I-PROP VOL[�l 3xB 6R<7R 1 1 .p. { :• or www.ca11811.cam -I -� - WOOD GAP. BA.GAP TO ALIGN Wil B.O.EX 115E S,S,TECOS a ALL GOM•�GTION POINTS I I I I I 1 (5HORE60ARD 56-625 VINYL 5HEATHI 6 0385"X 10"X l0) ,L '_i - �' I IL 14 FAILED 5GARF JOINT : I� I I I I • W46TALL WALK SURFACE I I # (for other states) vI-�I I :I! o ID� o 0 0 o GONNEGTION I -i _ ( / T b GLOB HOUSE 61RDER SEE SECTION 'A2'(THIS I I I I • RE-INSTALL WALK RAIL 70 GODS I (---�-10='19 xI 15'L6.GGA TIMBER PILE FOR FIROP05E�MID-51LL BULKHEAD u A A>k IM ft2 ^' �+ o o o i- 5HT)FOR GGNSTRUGTION REQ'Mf5 I I I I I I I I I I (GUT I N FOR PURP05ES OF CLARITY) I By law,excavators and contractors I 'r I -j a 0�I 6 'II -k ® I 5 x� m as I -LEX.4xb 61RDER TO BE 515 N";s, -i � �I - working in the five boroughs of New York / I I�5 CL2` : I -PROP.4xb GGA PLANK < a1 � o :: 26 I 6"x81 GGA FOLLOWER _ REINFORCE 61R�2/PI GONt�GT10N5 I-PROP.2xb GGA PLAtJt: I A Z_ „ ,,, _, ,11• USE 0)STRAP'AT EVERY TLE J GIRDER INTER5EGITON 12'BE1(OND PILE,EA �) 4xb EX.GIRDER OVER :: q1- ;� ti- 1121 (MAINTAIN 12 CLEAR SPACE BETWEEN E06E City and Nassau and Suffolk Counties on ' .-....._.-.. 4 "I - x ® X ® ENGINEER: D HID CD Long Island must contact DigNet h' _4 USE 51MPSON 55.5 ,MODEL No.M5TA3oSS I 55.THRI!BOLTS Ib O G I :•s �_ of I'ORGFI TO EA.FOLLOWI3R,TYP'IGAta 5 1-800-272-4480 or 811,at least 48 hours -I I ;:_, -' MIN ,:' ; -4xb STIA66CR£D-2 ROWS) � `0 7 but no more than 10 working days -- {_PRPP pgL8 GGA 6RDR ; I 4xb EX.GIRDER I-4xb EX.GIRDER PROPOSED 10"�x IS'1-6 GGA WOOD PILE ,� '~ " .L ELEVATION - WALK TO DOCK UNDERLOI,fR 4x6 BIRDER OF IS AL10' ExIS EX.GIRDER p� AGE AREA) I-PROP.Dt3 3xb GCA 6RDR-" ;,� `�E /,, CH2) (excluding weekends and legal holidays) 0 - - , ---- -- a-.-- -- ---.- —_-- 2 --- T. __.-_- __ _. .... ___ _ -- 3 n ) W/ TING CLUB HOI.15E PILE tV �� ' (IPJDER St PARTIAL REMOVAL AND REPLACEMENT A5 REQUIRED prior to beginning any mechanized digging „` FAILED SCARF JOINT • ' 6RID A5 SHOWK TD.PILE TO MEET B.O.PROP. �P w ;:" �` SCALE: I/4' = I'-0" or excavation work to ensure underground -} = I ' s NOTE: I:: r, ,� GONNEGTTON -i p It :: DBL 3x8 GGA CARDER a EL.4.0 (YP) '•a." lines are marked. Excavators and ¢ LL o o EXIST.STAGE FI..JOIST o o y 41 - ri ,. sfr 3t ; . contractors can also submit locate cx uj 1 ! o 'I: -t x I -r TO BE REINFORCED W/ x R. v. X N , (: ,L I .� > o I PROP05�b x8 GGA WHALE TYPICAL ' I ' ''� X ! ,v o 'i: o o - INSTALLATION OF tZ x - ' 7 t; w requests online,through ITIC.If you do not >> ,1, �. LLX¢ an I o�o I o o �� ® � `-_ X ��, � .. 1-17 current) use (TIC, lease call O I - X I U_j"�N r �'> 1 c; N 2x10 JOIST BLOCKING X ® ( W TOP OF MID-SILL 13ULKWAD GAP o EL, ±4:13' C 11 " B2 1-800-524-7603 for more information. `I EX.TNDEP PILE W� ® � as W I ��$ "` ���11 :I (TYPICAL) EXI TNG 4xb GRDR OVER I:; _ GIRDER/PILE GONNC-GTION: C3, 1^^° 2 m -( l• I-4x6 FX 6i 4)61FM TO BE REPIX� I " " - -I. For safety reasons,homeowners are - I_pip GGA I-4x6 EX.61RDER I-4xb EX.GIRDER I ' � ER 5TA6E ARE �:: USE 2-�4+D x Ib 6ALV.LA6 BOLTS W/ -. DBL 3x8 6RDR I 4xb EX.GIRDER TO BE 515TERED : I-PROP.DBL 3xb GGA 6RDR EXISTING ' strongly encouraged to call as well when (~ - - - --__.__ ___ _ __ __ _ _ - -_- _ - _ I'' WASHERS(I PER GIRDER-STAGGERED LOG I STORY FRAME planning Y YPdigging �� - - --..._.._. _..... . .. ^ JEFFREY T. BUTLER, P.E. _.... _. .... . tannin an type of on their I I I D ON PILE TOP) CLUB HOUSE I 12'-3' property. Homeowners can contact us I ^ y -t -� I I _ I PROP05E0 BULKHEAD GAP. o v >L I I:: Q TO REMAIN I directly at 1-800-272-4480 or by calling �^ o o o ; U_ ' ' _ EXISTING FRONT TO BACK GONNEGTION PTS: I o. i `� I:: -} �^ F.FL.EL.a 6,D' I 811,the national call before you dig E-1 u � '• > o o o � ROOF OVER PORCH b"X8" TOP WHALE, INSTALL 2x UNTREATED GAP number. For excavation work completed on W '!2 51 W - 2 FAILED PILE �� as I � as i o o `��� ���- IX° � °j SOS -_1k -YL o bpx8""FOLLOWER ATOP WHALE,FOLLOWER AND personal property,it is the contractor's I 0 T! _ ® 1 1 Q I x ___ _ "' EX.bxb PORCH P05T TO REMAIN-- L+ 2 XI0 LEDGER BD LEDGER(TYPICAL) responsibility--NOT the homeowner's-to r� ( / N � :: 2 '°i2 I 1 `� o 01 P4 ( - , 1 2 FAILED SCARF JOINT x , 4x5 EX.GIRDER OVER 1 n ALIGN contact DigNet. Having utility lines marked _ I I 41 $ O O I :: TD LI�26ER, (� prior to digging is free of charge. / ( - - GONNEGTION LOWE 4xb GIRDER I; _ t Y 1 (a r T - In PROP. 14.0 D x-IA'W WOOD PLATFORM(BUILT OVER I I '.DBL 3x8 GGA 6RDR } PROF.4xb GGA sRDR - I-PROP.4x6 GGA 6RDR I-PROP.4xb GGA 6RDR : I-4x6 EX.61RDER : NNDER STAGE AREA) _ 11 ' i-+-1 5HEATHIN6,WHALE E PILE a�4b3' IE � (5 - _ _ : :I PROP APPROVED V �► ' t TERMS O QD DBL 3xb GrA 6RDR 1� 3 BQ E S PROPOSED MID-51LL BULKHEAD) AND t5b x TAW WD STEPS .._._.._____._. _---.-- _. —_--._...___ ... __-.:. :- ... u I -,. ........................ -:.. - - - -- - ... ...... ... . S AND CONDITIONS F � .. ' PORCH DECKING TO BE - � I TRI FFjC.4xb GIRDERS TO I I- � •G� in — Z �. Q _ ERMIT NO I TO BE CONSTRUCTED IN PLACE EXIST.WOOD STEPS LIMITOF EX,CLUB HOUSE s o N REA10VE0 AND REPLACED I 1 ; � n u 3�.? 1 EX.61RDER CURRENTLY AL FOR t18^I VOLDB _1 / LU EX.2-2x10 RJ '-0" 15' 9; I���° �NOT RE5TIN6 ON PILE � EX.2xb F.J. � EX.2x8 F.J. � � EX.2xb F.J. 1 6I"GRO55IN5 u ��o I � _ I � � GATE �^ � 0 '� O 1� } EX.2X8 FJ(REPLACE DECAYED T.O.PILE GAP 4 BULKHEAD � I (ABV 6RDR) (ABV 6RDR) U55 2 SIMPSON ANGLE / � � X o �, P.N( CD N (r0 REMAIN) JOL5TS W/2X8 AGN MEAN LOW WATER 0 EL. 0.0' a� qq p I Z O TO BE APPROX.2'BELOW FASTENING NOTES: x I " m EX.2xb F.J. � (REPLACE A5 REZ) m (REPLACE A5 REOV) i 2 {IMLALE AS FWD) 2 CONNECTORS,MODE N0. � � w<¢ ® I 01 X - � WU% D \ ~ � D/ FL.EL.e t5A' I B.O. I "' (ABV 6RDR) a I6.O.G. ®I6"O.G. a Ib-O.G. A3555,I EA.SIDE I EXISTING G RDER � „9 n,� � �- EX.2x10 FJ B.O.F I e 1323' I. ALL FLOOR JOISTS (GLUE HOUSE AND PORCH, I 9 \\ � , �' � �� 9 I � Z `0 < Q" POH-ACE I�cE"A5 REab1 I $ I- 0 _ Q✓_ CL i PRCP05EP 2-3x8 GGA 6RDR TSD.B(�KI EAD GAP e EL 14.73 ( EXI5TING AND NEWLY REPLACED) I Ib O.C.% '-1 a B.O.PROP.6RDR a 1463' " TA.MID-5}LL PILE e EL.t4b3' SHALL BE STRAPPED TO GIRDERS WITH 51MP50N -I I I I I _ I Q Q Y Q 1-4 xb EX.61RDER I-4xb EX.61RDER - I-4xb EX.61ROER - I-4xb EX:61PDER - 1-4xb EX.61RDER = I 4x6 EX.61RDER ' I-4x6 EX.61RDER� +� Q `� w Z _3 O BO.1 X 6RDR , `:'> „, ;,i:k .YFa :• r��x :r; ' I STAINLE55 STEEL HURRICANE TIES. -- — — — — — — — — — — — — — — — — — — — — — — — — — — — ` 6 SYMBOL LEGEND: /�/ — ,�,�,,..z ..�,, t. ?L.,�ti.... ,:,,- .�, ���4 ��� -� _ �y�M,H.W EL 3.2' �E MODEL NO. H855 N.O.N,) I-2xb EX.^RIM 101ST I-2xb EX.RIM J015T I-2xb EX,RIM J015T I-2xb EX RIM JOIST I 2xb EX.RIM J015T Ll T OF EXIST.PORCH ABV I-2xb EX.RIM 1015? ;., " I-''1 O '0±4.771 I I ..rc.+c c•. t4,�''4"'" :+: t'iKti,?^`.'" r 4�" — — s" ._. :�.+ e2 r N DENOTES EXISTING 8 0 TIMBER CLUB CL � 0 1•{) 1 ' TO FZEPLAGE EXIST:'EXTEND . �41. 13' CED) SHALL BE STRAPPED TO a - / I 1-' - �' ... , DOz u TO(XIT51DE EA.BULKHEAD j }•p PILES N•D.Na WITH 51MP50N STAINLE55 STEEL - - - - -1 - - "' 7 I ACCOMMODATED PILE:(tl2'LONG) I` 4 • o. . -''`'"---, xO.4' HURRICANE STRAPS. USE MODEL NO. MT5A-55 -o ' — — - O DENOTES PROPOSED 10"'D GGA TIMBER Z O O d) .: :In 1x0.0' MLA,@ EL.0.0' ,, N { W (2) 3x8 GRDRS D D I I I °..' - _- , .� 1 LENGTH PARIES PER CONDITION. SEE DETAIL D2 s PROPOSED VINYISHEATHIN6 z PILEJWNAr_E/StATHIN6/FOLLoI^ER wHALE/SFEATHINsJFOLLoI^ER GOW�GTION TYP 12"CLEAR USE: PILES, 15' LG FOR PROPOSED MID-SILL5 11- O cv r RD CONNECTION TO BE FASTENED 6 F_AGH TO BE FASTENED® Ib OG. FROM EA.PORCH CMI SHORECUARD CORNER $ EX t3'm PILE 6 1 1 THI5 5HT. REGUA 625 BULKHEAD AND STRUCTURAL REPAIR OF H u- O I I. 10' HIGH x 10"DEEP x t133' LIN FT OGGURRENGE,USE 3/"6ALV.THRU BOL USE%4'6ALV.THRU BOLT(APPROX 24' TO EA.FOLLOWER BRACE AND CORNER FITTING CLUBHOUSE (TO REMAIN ITlTIL INDICATED) I I ( 3. ALL DOUBLE GIRDERS (PORCH REPAIR 2-3x8) sZ (APPROX 36" 1-6) WASFER5 MEAD ANP W WASIER5 MEAD AND END)AND NUT (2 PLACES) INSTALL PER (QN - 26 PGS) I SHOWN VJ/BULKHEAD W0�GAP REMOVEt2 END)AND NUT MANUFACTURERS IN5TRUGTION ��/ U_ . — MAINTAIN 12" CLEAR SPACE FROM EDGE OF I I SHALL BE CONNECTED WITH LEDGER LOCK OR EPDXY COATED 5GREW5, NO NAILED GONNECTION5. 5'-11" OVERALL CLUB HOU S 1 (SEE DTL NOA THI5 SHT) O DENOTES PROP05W 10"A CGA TIMBER P4 O CJ PORCH TO EDGE OF FOLLOWER,TYPICAL 1 # 4. ALL BRIDGE GIRDER/JOIST GONNEGTIONS SHALL PILES, 18' 1-6 FOR PROPOSED FOOT ] PROM5ED MID-51LL BULKHEAD: BE STRAPPED W/51MP50N STRONG-TIE STAINLESS EXTENDED BULKHEAD GAP 'jQMEET LEDGER BD I I I PROPOSED t133 LIN FT VINYL)3 KHEAD Wl WOOD GAP i58'-10" INTERIOR WALL OF BULKHEAD BRIDGE (QTY - 20 PGS) SEE PLAN VIEW FOR LOCATION STEEL TWIST STRAPS. USE MODEL No.MT5M1655 Z PORCH PILES: UNTREATED CTAP, t34" L6 � ' USE 2 FASTENERS ON EACH END OF GAP FOR (SEE SHT. 3, ENLARGED ELEVATION ® TIMBER ! I 1601-b"EXTERIOR WALL OF BULKHF_AC) CONNECTION TO LEDGER FOLLOWER AND WH BRIDGE) 1 COLUMN I D LEC END: 0 Q I 5. USE 5TAINLE55 STEEL FASTENERS WITH ALL 3'-5' 3'-5" I 51MP50N 5TAINLE55 STEEL GONNEGTORS. REF. WEST REF ® ID FOR EXISTING PILE'GRID PROPOSED PORCH DOUBLE" GIRDER CONNECTION: 10"A x I5' LG CCA TIMBER PILE,FOR LOCATION SEE b. USE GALVANIZED FASTENERS FOR OTHER THAN USE BOLT TO MID-SILL PILE. l�SE(7) 3/4" x Ib' 1-6 6ALV. LA6 I FOUNDATION PLAN, THIS SW(LOCATE TO MAINTAIN W/51MP50N CONNECTORS, U.O N. # ID FOR PROPOSED PILE GRID FAOE : BOLT W/WASHER, I BOLT PER 61RDER 6 PILE CRO551N6 I EXISTING CLUB HOUSE PILE 6RID, TYP) 7, USE #10 PAN HEAD 5TAINLE55 STEEL SCREWS FOR -A 0 AJ B (_,__� D E � G ;H? 1 O THRUFLOW DECKING SYSTEM(OPEN GRATE) OR A5 SIM PER MANUFACTURES RECOMMENDATIONS. �. U5EY2'cP 5TAINLE55 STEEL LAG BOLTS WITH 5.s. STRUCTURAL REPAIR PLAN FOR EXISTING CLUBHOUSE PORCH FOUNDATION AND SECTION B2 PLATE5 AT MED-511-1- BULKHEAD AND BULKHEAD s (D2 @5CALE: I/4" = I=-0. 2 EXTEN05ION CONNECTION 5HOWN IN ELEV 'B2',SEE 1 PROPOSED MID-SILL BULKHEAD INSTALLATION NY50EG A�PPLIOATION I.D.: 2 5HT No.l SCALE: %"= I'-0' I iO THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE:,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. f 5 ! WEST CREEK / { N.1'.S. 0 6 LD I IAC GODS o _ N fig, 0� *5' (OYERALL MAXIMUM) \ O cv HANDRAIL.5 $ U SAD E SECTION RR3122 HRAIL5 MUST NOT ALLOW A 4 INCH SPHERE TO PASS THROUGH o X O (PITCH TO MEET EXISTING RAMP / i w v y SEE SHT�'I FOR MORE SECTION RR315.1 HAND'AILS.HANDRAILS HAVING MINIMUM HEIGHT OF 42 INCHES ILI (1:12 MINIMUM SLOPE REQD) ' INFORMATION RESPECTIVELY,MEASURED VERTICALLY FROM THE N051N6 OF THE TREADS,SHALL BE b• SEE 'TYPICAL TIMr3ER FOOT BRIDGE SECTION' i w w w w PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL i\ w y w EA.PRS,MID�ILL BULKHEAD BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A tU U •� FOR CONSTRUCTION,THIS 5HT 8" ____L_ __ _ _ POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE w (TYPICAL 10 PLAGE5) - / f78' OVERALL PILE DISTANCE (PILES TO BE EQUALLY SPACED) w w / - THE LOWEST R15ER OF THE FLIGHT.ENDS SHALL BE RETURNED OR SHALL TERMINATE o Q Q z ti s� A)( -' i.q3 -- - - - - - - -- _ _ _ IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL SHALL � ~� r 'm 0� -� HAVE A SPACE OF NOT LE55 THAN 1.5 INGHE5(38 MM)BETWEEN THE WALL AND THE p z Q Q 12" MIN HANDRAIL EXTEN51ON moo• � "' _ BEYOND FOOT BRIDGE ���(Z�\Q� EA..EXI5TIN6 PORCH HANDRAIL. � z, o (TYPICAL) -_ - _ _ - - _ �\ - -l- - -- _-- - - - - i OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RA5PABILITYHALL BE OF ONE p w - - - - --.. ........... ........ -- -- - -- - - - -- - - - - - - - - - - - -- -- - - - ---- -- - Q r SECTION RR3152 HANDRAIL GRIP SIZE ALL REQUIRED HANDRAILS _ _ C, z TYPE I. HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUTSIDE ~ x5.92 / NEW PORCH RAILING TO m W O p / PROPOSFJ7 DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES(51 w w a p 3 SEE DETAIL (THIS 5HT) OF i C'3 QQ RAILING(TYPICAL) MM). IF THE HANDRAIL IS NOT CIRCULAR IT 5HALL HAVE A PERIMETER DIMENSION ] m a Q �o ,� PROP05ED 'OPEN-GRATE'TYPE DECKING 1 is p 3 - OF AT LEAST 4 INCHES 002 MM)AND NOT GREATER THAN 6-I/4 INCHES(160 MM) p oC w LU #8.5 SHOWN (10' OL. Ml•� u, INSTALL ON PROP05ED FOOT BRIDGE 5,q2 x x5.92 WITH A MAXIMUM OR055 SECTION DIMEN51ON OF 2-1/4 INCHES('51 MM). u wU \ w w TYPE Ii. HANDRAILS WITH A PERIMETER GREATER THAN b-I/4 INCHES(160 MM)SHALL ¢ ~ 5AIX PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH 51DE5 OF THE PROFILE. THE FINGER RE-CE55 SHALL BE61N WITHIN A DISTANCE OF 3/4 INCH Q4 MM) MEASURED EA.EXI5TIN6 CLUB HO 6E VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH N cv m - OF AT LEAST 5/16 INCH(6MM) THIN�/8 INCH BELOW THE WIDEST PORTION OF THE w w EXISTING IM REPLACE EXISTING 5'-0" WIDE X f8b' L6 FOOT N WIN ry ±3.'15' (REF) w w w TO REMAIN w y BRI06E (IN PLACE), PROVIDE W/RAIL PER CODE ^? i� TOROAFILEVEL THAT 115 NOT DEPTH LA THAN 1-3/4INCHES I MM)BE oW�THE TALLEST M) 0 0 0 Q � oo � PORTION OF THE PROFILE, THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE � WEST CREEK � : 4� w w w w w ®� - � � RECESS SHALL BE I-I/4 INCHES(32 MM) TO A MAXIMUM OF 2-3/4 INCHES l70 MM). P EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MM). W � w w w 3` w12 o} ® �p� w w w u�l �10 APPRO ED A PER TERB3 TIMB OT BRIDGE - PLAN VIEW AN �, t�CONDI IC) H2 50ALE: Y4" P �?�\All NO / EXISTING 5.0'W x IBbA' LG TIMBER FOOT 3.6 MATCH HALK TO POCK 'oPEN TE'DECKING 3 BRIDGE TO REMOVED AND REPLACE (IN PLACE) i FOOT BRIDGE DECKING SEE 5HT No3 FOR CONSTR.REQUIREMENTS Y �� OR USE 51MIL SYSTEM•• OR USE 51MILAR SYSTEM, 5.0'I DE PROP05M RAIL SYSTEM U THRUFLOW PREMIUM DEGKIN6 MODIFY PER R312 'OPEN GRATE' TYPE SPECIFIED HEREIN 4b'CLR 36 (5EE VIEW'EY) 4.42'TA.RAIL • � ,��. � r� v `� SCALE: NONE 3xlo GGA RIM JOIST (TVP) dow -0.4 \tirY 0 �MyW MATCH 5Y5TEM GURRENTLY INSTALLED (OPEN GRATE) ON 'WALK TO DOCK' 3x10 GGA FJ 15"OG • *"PREFERRED BY CLIENT" 3 3.. ~ OY TYP m • m i.92 T.D.DECK MATCH OPEN GRATE DECKING O OR USE ON WALK TO DOCK 33 \ �� THRUFLOW PREMIUM DECKING 5Y5TEM I *•PREFFET DSYST�f•# a^ •QJ � PROPOSED 2-3x10 GGA TRIM 4x4 FOR CONNECTION ;13 \ i'WIDE X 5'LONG PANELS,PART No.60-XX-1-4T 61RDER W/4-I/2`mxlb"LG - ==t°a= r<<F-= -` USE.2-Y'o GARRIASE Bol TS Wt • WWW,thrufl0W.L0m,I-888-418-35bq 6ALV.THRU BOLT,TYP i 106HER o NUT 640 PER P05T OR USE 51MILAR SYSTEM, - THRUFLOW PREMIUM DECKING h + l 4 \ •• LOCAL DEALER: PORT LUMBER(RIVERHEAD,NY) tI I` M.H-K 0 EL 32' SPECIFIED HEREIN -33 EST CREEK ;, ••• EMAIL: charlie"rtiumber.com,b31-121-3842 PROP05ED 2xb GGA = - 0.3 � (IM) \�? COLOR BY OWNER-GOLOR5 AVAILABLE LIGHT GRAY 5EAFOAM AND MAPLE CRO55 BRACING- I ;,i'. - - PROPOSED Io"o GGA •� _3 -3A -I.b • PILES,TERMINATE INSTALL PER MANUFACTURERS GUIDELINES,StBS1Rl1GTURE 151" PROPOSED 10"o GGA 1 I I . ( MLW®EL.D.0' a AT TSA 61RDER,TYP P4 v O .. v O.A.PILE LENGTH(tib'LG,) W m X 2.h -3.4 �,� 2X4 CEDAR TOP RAIL (HANDRAIL) TIMBER PILE,TERMINATE I 1 I I ¢ o Q 10"MIN DOVER IN 2x4 CEDAR BOTTOM RAIL r� TD.GIRDER--,� I I I ( BADE(GREEK FL) IM151URBED 501L 1 - ELEVATION VARIES m . _ -4.2 qW 8'-b" - SHOWN 2x2 CEDAR PICKETS § ° �, ° F--1 X Z 10' MAX O.G. (TYPICAL) 4x4 GGA RAILIN6 P05T5 -3.8 0 PROP05ED 10"P CGA PILES 2x4 GCA 45 CENTER SUPPORT I , , o CQ �3 (TYPICAL FOR FOOT BRIDGE ' 9�S i C, 3.6 _05 REPLACEMENT) ~'"----..,..FOAL 5PAGING BETWEEN,TMBER PILES EOUAL SPACING BETWEEN TIMBER PILES UNDI5TURBED 611RD�W/4-1/2'x Ib" ¢ , PROPOSED 2-3x10 CLAW .\\ 2,= -3.v BRIDGE RAILING 5�EL BE INSTALLED ER NTH ! 501L _ 6ALV.TFR)BOLT,TYP d� 4" (MAX) FREE 5P BETWEEN L (TVP) � ; 1 � I � � N 0 ?, ENLARGED PARTIAL PLAN - _ r - , r r . � r rr m TIMBEP. FOOT BRIDGE I I I � 1015TO.G.SP. , � \ -33 PER -2.9 /� I ! j� I I �_i i_i B.O.PILE OST 401 REPLACEMENT [�� -23 3J 50'OA (TVP) A3 SCALE: 1" = 10'-0" , TYPICAL RAIL DE51GN 1 I = TYPICAL TIMBER ° -0.4"-1 3 TO COMPLY WITH N.Y.5. CODE ! C3 s8 T, SECTION RR312 AND RR315 ' FOOT BRIDGE SECTION' a ' Q m NOT TO SCALE TYPICAL TIMBER //K1.11 \ -3.2 \ 1 I I ( I I I I I I I I I 1 I D3 f � ` �$ �$� -2,7 ",0.2 FOOT BRIDGE PLAN ; I E3 PROPOSED FOOT BRIDGE NOTES: NOT TO SCALE 1. ALL HARDWARE SHALL BE 6ALVANIZED. 2.ALL PROP05ED BRIDGE PILES AND LUMBER SHALL HAVE GGA RETENTION OF 2.5 LBS PER AWPA STANDARD UG5A' °�~ ' - ' ' ° `r 3.ALL FASTENER TO BE COUNTERSUNK AND FIELD TREAT ALL GUTS NOT I NOTCHES AND DRILLED HOLES PRIOR TO A55EMBLING. ..y 2.5 PROPOSED FOOT 4.ALL 5IMP50N 5TRONCG-TIE CONNECTORS SHALL BE 5TAINLE55 STEEL. o - BRIDGE TO MEET 1.4 n 2x4 GGA 45` CENTER' ) '• - ;� 3x1O RIM JOIST. 5.RIM AND DECK JOISTS TO BE PLACED PER D.G.5PAGING REQUIRED BY'OPEN GRATE'DECKING SYSTEM PROVIDED. SUPPORT TYPICAL AT A.MATCH 5Y5TEM CURRENTLY INSTALLED(OPEN GRATE)ON 'WALK TO DOCK ##PREFERRED BY CLIENT#* -- m PROPOSED FOOT 5EAWARD EDGE OF -2.3 ,A 4[.. 15"'O.G. c 3 i i ' BRIDGE RAILING � -2.3 EXISTING BULKHEAD r , EACH MID POINT ; , ` t , B.U5E THRUFLOW PREMIUM DECKING,SYSTEM(5WM HEREIN) JEFFREY T. BUTLER, P.E. F TO TERMINATE AT =77 2-3x10 CGA GIRDER(TYPICAL) SEAWARD EDGE OF ` -G 3 -z.l - - 2 - W(P GALVANIZED TIMBER BOLTS W/ ALIGN 4x4 RAIL POSTS WITH DECK SURFACE: /- TIMBER PILES BELOW VP) - _. .� - - �- Q EXISTING BULKHEAD \� _ _-- -_ _ _ __ _ - °(REF) (12" HANDRAIL EXTENSION -23 2 WASHERS(HEAD �ENDJ USE OPEN-GRATE TYPE DECKING ;1 -I • 2 BOLTS /61RDER-PILE INTERSECTION MATCH 5Y5TEM CURRENTLY IN5TALLEDI O BEYOND E.O. BRI06E REO'D) �r Y2" USE, 2 -)2"Q CARRIAGE BOLTS W/ (OPEN GRATE) ON 'WALK TO DOCK' - • • a] \� WA5HER a NUT END PER POST(TYP) i E.O. PORCH GIRDER OVERHANG (TYP) "PREFERRED BY GLIENTI# E.O. i- EXI5TINO ENTRY RAMP TO \\;, b° OR�E I BRIDGE FLOOR FRAMING O O FOOT BRIDGE TO REf1AIN IN PL•gGE MAINTAIN A MIN. 015TANGE Z __�1`,,�~ OF b" BETWEEN GIRDERS PROP05ED THRUFLOW PREMIUM DECKING 5Y5TEM I PROPOSED FRAMING �3 ":. �* O 0 N < (LANDWARD OF EXISTING BULKHEAD) D to m GGA ' SEE VIEWS G3, D3 AND E3, THIS 5HT.I 10'0 GGA . :4"'*4 L� 10'o GGA TIMBER PILE I TIMBER PILE f- IJJ 7It4BER PILE ENLARGED ELEVATION u Ex.Rf=. ®�/ NOTCH PILE TO < Z Q CFVR PORCH / v l� d" CD ry I �vl RECEIVE ORDERS a N O REPLACE EXISTING 5' WIDE x �8b' LG o @ TIMBEP. FOOT BRIDGE m • �-�� 'w PROPOSED .. AV01D ovER cUTs � � ``I � Z NO . I " 1 " : J I // 10 W GGA VJ ^ (Y TIMBER FOOT BRIDGE(IN PLACE). SCALE: 3/4 = I-O w ',, (TYP FOR ALL (� u ( EX15TING TIMBER PILE: PILE NOTCHING) < Z PROVIDE RAIL PER CODE. � � � I ! 'J z PROPOSED 2"x2"x4'L6 CEDAR SEE BRIDGE SECTION AND ENLARGED ® I v 15TY FRAME 4 PICKETS 4" MAX. OPENING PER 8312 w B3 _ y 0Lu3 NousE " O I < ELEVATION FOR GONSTRUGTION,THIS SHIT) 3 ( I TO REMAIN jj,j w Z O 10 (REF) Q " Q ' v APPROXIMATELY*GU.YD5. Q �+ O Q 8-6 (SHOWN) - W c OF GLEAN SANDY FILL TO BE t-r- 4° w ! PLACED LANDWARD of MID I TYPICAL TIMBER FOOT �- li ! ! I j iI ! I SILL(ro RAISE THE NATURAL BRIDGE PILE TRIM DETAIL z o !: 1i w GRADE TO EL.35' I TYPICAL RAIL DE516N _ G I ) O O z N I ` ( TO COMPLY WITH N.Y.S.GODS SCALE:NTS Z N -! I ►n I . II f O r I ! ) O I ! j :i I EXISTING RAMP � N I � � I , 5Ecr10 RR3t2 AND RR31s m : m � LIG W i • � 3 : ALIGN � � I LL O (TO REMAIN) T.O.ex.BULKHD • + ! I I j I <t I I !i I I I ( i I F.FLEL.@ h.0' � I-- X-5.42 i i x5.92 R.EL f5A2 Ib L) O v " b' - w. EX.2x10 FJ of CITY &SONG 15LANn N - O EX15nN6 a 3x10 GGA R.J. 3x10 CGA R.J. , B.O.F.J.®t5.23' , r�� _ W t r =`PROP.2-3x8 GGA GRDR5(BEYOND (,, PARKING AREA , )°-`''' 800-212-��80 811 u .. ®EL.3A, F/ / ►� , WEST CREEK iv -, B.O.PROP.6RDR®±4.63' i B.O.EX.G-RDR 0 EXIST.GRADE +, M.H.W. a EL. 3.2M.H.W. ® EL. 3.2' ti +r x3.b' ±4.77' •-•T. 4�e`';-•__<' ..:.'i.1-'d-•Ff :i={='•4"•w• -.�n�v.�+•i! �:•lj','- }- <y Y =4f www.dignetnycli.com or www.call811.comi(for other states) {- CD F-- -7-1777 11: EX.8 cP PILE r L t.l ._ .1. . ., ..., O � B law,excavators and contractors works in the;five boroughs of New T R Y n9 9 r. 0 REMAIN r i }. .. l.. .t j. .I. .. I.. . ''.' .. YorkO -7 n ff Ik .) Citn a d u o Counties on a dSmust n ct I Y co to TI N AT UNTIL'.•'. r r DG ED iii I I . . 1 i .. I. . I .I• r N v M.L.W. � EL. Off ,, .,. ., ., � U DISTURBED Di N 1 -272 r 11 at I 4 h h t.. .. .: -800 -448Q o 8 east 8 ours but no more than 10 �: '�:t DigNet , P I. . PROP05ED FOOT BRIDGE FRAMING NDI TU U 5 REED '. I I SOL working da (excluding kends and al hots :•':•.}':�.•�•. '•�:�':�:•':•. ::�.�.�:. :�'. :•: :: :��-::•: :•.' :' sex wee I holidays) rlortobeginning :'•::'I i I. .,.,n- '.•,':•:'. ���•''.•'' •:••'•':•'•:'•'.•::•:••�:•':•'•:•'•:''..'.:... ...., -4.•.•• .•': ' ' 9 Y f 9 e9 2 3 xi0 GGA GIRDERS® TRI i I. ..I • { ) EA. STRING, S(?L '.•':I, •. '. '. '. .. .. •. .. .. . I }. 1. � an mechanized digging or excavation work to ensure underground lines GGA M d DECK JO T I. I D ISS 5PAGING PER e . 1 ar mark Excavators contractors also I 1 � ed.Exca and can submit locate requests t ue . • I eQ -IA 1 1 I., . I I I 6 I I' t I I I I DECKING MANUFACTUFRR w 5 online,through ITIC.if you do not currently use ITIC, lease call -2.3'x XI I I f I I I i I P -2.5'X -2.6 x -2,7 x L:: FA6E .I..:.'. .STING.'. I I I I I I USE OPEN-GRATE TYP1E DECKING r 8 6 (SHOWN) I 1 1-800-524-7603 for more information. I I I I I I I PROP05ED MID-51LL VINYL BULKHEAD, 1 PILES TO BE PLACED „ " , '. .1 .: .•' • .•� ��.�:. :•: ::•: ';::�: ':. •::'.•::•'. '' ' : :. :•: .. . :. : .•.�''. . •.. .. .. .. .. SEE I .:�;:I, .. .. ., ., VIEWS G3,D3 AND E3,THIS SHT. I I � I; I I I I SHOREGAURD SG-b25,0.385 THKx10 DPx10 H, ,- r tl '.::.:': ::::':'. : ;::.: :': I I I I I I I EQUALLY ON CENTER ( For safety reasons,homeowners are s",ongly encouraged to call as well ' I I I , SEE 5HT No.1 FOR MORE INFO when tannin an of digging on theirproperty.Homeowners can I i I I 1 (10' O.G. MAX) 1 planning Y type 99 9 F, f " TIMBER FOOT BRI - Q I I I + ( PROP.(20) IONP x 18 GGA TIMBER PILES 1.: i I /� BRIDGE ELEVATION I I 1 contact us directly at 1-800-272-4480 or by calling 811,the national call 1 1 DEPTH OF PENETRATION = 10' MIN. 1 I UNDISTURBED 1 I A3 i I I I I I 10 x 15 LG. GGA TIMBER PILE _I. i_ I 1 SGALE- Y4" - 1'-O" I I i I I I I I I I 1 1 I I FOR PROP05ED MID-511-1- BULKHEAD before you dig number.For excavation work completed an personal 1 IN UNDISTURBED 501L (TYP,U.O.NJ 501E - I I I I I ( I I property,it is the contractor's responsibility-NOT the homeowner's-to 7 1 I I I i I I I (TYPICAL OF 18) i_ _I �I_ _I `I_ _� ��_ ' I contact DigNet.Having utility lines marked prior to digging Is free of charge. L J L J L J 1 i SEE 5HT No.l FOR MORE INFO O 94ad i r�,wP STRUGTUR4L REPAIR MOTES: 4 !- 1 ���¢� 1.START OF STRUCTURAL REPAIR SHALL ONLY BEGIN AFTER THE CONTRACTOR HAS LEN SHOWN THE PROPER REPORTS STATING THAT ALL I ! -' S � r O 1 �1���` HAZARDOUS MATERIALS HAVE BEEN REMOVED FROM THE SITE USING,FEDERAL,STATE,AND LOCALLY APPROVED METHODS AND WICK -- O 0 N O � . � ir. O I N PROCEDURES FOR THE MATERIAL IN QUESTION. i, 2.CONTRACTOR TO VERIFY ALL DIMENSIONS/QUANTITIES IN FIELD PRIOR TO PROCEEDING WITH ANY WORK. 1,JK Sr I r` t] o g 3.ALL STRUCTURES,BOTH ABOVE AND BELOW GRADE ARE SHOWN A5 A GUIDE FDR STRUCTURAL REPAIR LOCATION OF SUBSURFACE ':• " <`='" r' .;,;. 1 STRUCTURE T�L, ARE ESTIMATED TO BE LOCATED AS SHOWN.THE CERTIFYING ENGINEER DOES NOT ATTEST TO THE ACCURACY OF THE : r�prth Eark i• ^'' ."_I I z W O F O LOCATION OF THE SUBSURFACE 5TRUGTURES 5WHN OR TH05E 5TRUGTURE5 NOT 5HOWN I ?;r;; • 7G7111LI. T_ �' _j � cv - 'i .4.THE STRUCTURAL REPAIR SHALL BE PERFORMED BY THE CONTRACTOR(5)AT THEIR OWN R15K AND LIABILITY.ALL DAMAGE TO THE C -'.'• I ` .�,'' '.5'. �� w w In Q Q - - I 1 PROPOSED MID-SILL VINYL "`:. �+ RO I Q p r PROPOSED t4 EXTENSION OF EXISTING BULKHEAD ��� t RIGHT OF WAYS,RAMPS,WALKWAYS,PAVEMENT,EXISTING BULKHEAD SHEATHING AND TIMBER BUILDINGS BOTH ON SITE OR I If .=���',. ' y �' � z z �QQ � � =r Od TS �� RETURN (VINYL, Z N BULKHEAD,APPROX. 133 LIN.FT. ADJACENT TO THE STRUCTURAL REPAIR AREA WILL BE REPAIRED OR REPLACED 50LELY AT TIE CONTRACTORS EXPENSE. :`:•' • i z Y '* c Q -_ _ - TOP OF BULKHEAD = EL. t3.b) USED TO e J� _ BRIDGE THE GAP BETWEEN EXISTING BULKHEAD RETURN 'C O (5HOWN BROKEN FOR PURPOSES OF 5.To THE BEST OF THE EN6INEBR5 KNOWLEDGE,NO ENVIRONMENTAL HAZARD(5),THAT COULD BE AGGRAVATED BY THE STRUCTURAL ::`_: ' GFO�sfi Ao °off ,' ° M I`- 6 z w 1 S O G S CLARITY-DEMO OF Ex.STEPS) REPAIR PROCEDURE EX15T ON THI5 SITE. •;` ..';1<; f' I �- AND PROP05ED MID SILL BULKHEAD SEE SECTION 'AI' OF b.THE CONTRACTOR IS ADVISED TO USE CAUTION WHEN EXCAVATING AND REMOVING SUBSURFACE STRUGTURE5,TIMBER PILES,ETC.,DUE .. , ► . .,Z:;. "' Q t. � ••• �(/4y(�J�} w � � � � � `n z b - AND ENLARGED PARTIAL PLAN FOR CLARITY C ��" EX.3 x8 5TEP5 To BE REPLACED W/ TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING 5UB5URFAGE UTILITIES. ) ``�" LU - k• -- ~ - ____ ``,Ne 4 1.ADEQUATE FENCING IS TO BE ERECTED AS SHOWN ON 51TE PLAN PRIOR TO THE START OF 5TRUGTURAL REPAIR THE CONTRACTOR 15 TO �� I: r '`':"` ^ •�. ± '� uel 4, , z d z -.� - - (THIS DWG, AG 5HT5 3, 4 d 5) �O PLATFORM AND STEPS(SEE ENLARGED •.. `'J.- ,.- . i �!I". _�'•'•:' Old Ga m o _ S 0 - � 3.1 �1,a A� PARTIAL PLAN,THIS DWG,AG 5HT 3) MAINTAIN THE FENCE DURING THE STRUCTURAL REPAIR AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL THE WORK 15 COMPLETED. '..r,. . I i.y !,/ :AN 11fG AD T' . Z Q EX. 3'x�' STEP TO BE REPLACED W/ NEW 38 4• 8.NO DEBRIS SHALL BE PERMITTED TO FALL OUTSIDE OF AREA OF WORK,BEYOND SILT FENCE PERIMETER AND/OR ADJACENT >-^ ;;.:: .1 , ;� --.:_. � W O S S In Y f PROPERTIES. y ,V'. ;; I is w w - �- � PLATFORM AND STEPS(SEE ENLARGED / ?` 9.CONTRACTOR IS RESPONSIBLE FOR THE LEGAL REMOVAL OF ALL DEBRIS FORM THE SITE AND ALL CARTING AND DISPOSAL FEES �� `''' 4A AR4 I I O 2 r z •S6 AI - /_ M J V;:., Q PARTIAL PLAN,THI5 DWG,AG 5HT 3) r am 3.6 ��y A55OCIATED WITH SAME. z "- I r 1;'' "• VIDUR05 R0 Q9 "' Kt F � ;<- ; �. I 8F9{ \ a r 10.CONTRACTOR SHALL LEAVE THE 51TE GLEAN OF A.LL DEBRIS WITHIN THE PROPERTY LINES. v iq s ERp 0 4i a...• G �� `;� J m w ° a v l \�1� qC '•w 0 A5 -� C? :_ �': :. �. ST ...i I 0- � � Oti �s N�� �XisriN� 4�5, :: $ �ENERA�L MOTES: S Vj �yT 4 xti EXIST.WD PORCH TO � , ST` O U4 �Y\ CL 5 NY/�/ 9 BE REWORKED '. l !+1 w u� i �j iii F z".. 09 KysAD � � i � � � a-,� S 6 O 1.3 �a'' � I. SEE STRUCTURAL REPAIR NOTES PRIOR TO ANY WORK. SITE 1 �� ; �, t. Qp p \ I S 1 I 17 -2,q -1.5 Ex. Dock EXI57.l^ID CLUB HOUSE x 2. CONTRACTOR SHALL GHEGK AND VERIFY ALL GONDITIDNS TO THE SITE PRIOR TD STARTING OF WORK AND HE SHALL FAMILIARIZE LOCATI� T ..�_ JAC p ; 00� _ < * 61 O�� 2.8 t o.d.c�el.5.0' /EX. I STY WD FR 3 4 TO BE REWRKED HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. "�-r�; :•''.,_„_ N � cn � �- i; 7 p3,3 r 2.1 E � CLUB HOU5E 4 PORCH �� z :a ;.;.. . - n to -+ .o .o r p 1 0 1 _2 g -I.I X W� x`9 3 ® 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO PROCEEDING WITH ANY WORK r• 4" 11 O O O p r r' ~ rn 2.0 1.8 ON WD PILES TO BE �� I - O \ x 3.0 -32 T 3.4 a EDGE OF EXISTING IM < 4. A.LL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND ALL RULES AND JCll77Dl Efi6� -- .-, N N N N O y O Ory O O �} I N N , , Pt �n O ui m ' u� _1 SI�y�X 0.511 2.3, 3.0-3.44 / 0.6 /' �) O�OC� S REPAIIRREEDLY � 9 !o '- 5. IF N THE TCOURSE OF CONSTRUCTION A CONDITION EXISTS WHICH D15A6REE5 WITH THAT A5 INDICATED ON THESE PIANS,THE - - r - .- _~ O' y Q ' ' N N Y y LL _ m m :n to oto IT ' ,' 2 9 N CONTRACTOR SHALL STOP WORK AND NOTIFY THE EN6INEER.SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE,AND CONTINUE WITH THE r O O O ClO O O O � 15 z.a -2.�.� ®,.�� F.FL.EL.= 3.i AI n �� ���.4�r�Uw.��. R fT o.l 3.1 269 / ff�, +b'MLLW /q0 ? WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. B 4 0. -2.9 / 2. 0.6� Hr2 f�,� 3.6 qds I a b. NO DEBRIS SHALL BE PERMITTED TO FALL INTO NEIGHBORING PROPERTIES. P V - 1 3 -332 I.o l 3,b 1. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE EN61NEM HAS NOT BEEN RETAINED FOR ON LOGIT 101 MSP _ SIB o. _ 30 .? _ 2 5 517E INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. o g -I.2 � \0.4\� Ac ed I 3.6 SEE SECTION'AI' D. ANY 015TLRDW 6RADE WILL BE RESTORED TO BALK TO OR161NAL WITHIN PROPERTY LINES. NOT TO SCALE T BRIDOE ob �2 /2-3 3.3.31.8 : `` '3.2 3.3 , FOR DETAIL,THIS 5HT 9. INSTALL MATG'OPEN GRA FLOOR SYSTEM NSTALLE�OPEN GRATE)ON WALK TO DOCK'-**PREFERRED BY CLIENT** . -Ib -3.3 � - �� 3.3 TIDAL WETLAND BOUNDARY INSTALL PER MANUFACTURER'S 6UIDELINE5,5PAGE SUBSTRUCTURE A5 REQUIRED OR U5E �7 PLAN I C / 2 -3,5 1.60.3 . C3 �, \ LOCATED ALONG PERIMETER OF THRUFLOW PREMIUM DECKING SYSTEM PROPOSED OSED S I T E PLA I�l I OR: -2.b - • 4 \ 3 N- 32 CLUBHOUSE AS DETERMINED I'WIDE X V LONG PANGS,PART NO.6O-XX-I-4T 423 1 , BY WWWTHRUFLOWGOM,I-bbb-418-3569 KIMOGENOR POINT CLUBHOUSE SITE PLAN BASED ON / L9 3.638 5 3.5 1 1 84�'ONSULTANTS AND LO( DEALER:PORT LUMBER(RIVERfM,NY),EMIL:GHARLIE®PORTLUMBERLOM,631-721-3842 - -2-2.1 3 .9.8 \. A3 G3 , M N® 6.HIAMMARTH,NY50EC "� GOLOR BY OI^6ER-COLORS AVAILABLE LIGHT 6RAY,SEAFOAM AND MAPLE KIM ENOR POINT ORIGINAL SURVEY BY: INSTALL PER MANUFALTURERS 6UIDELINE5,51165TRUGTURE 15 O.G. ROBERT H. FOX, SURVEYOR _3 .Lq (b k 3 " 3 �\ 3'0. 5PRIN6 HIGH WATER(50 15 I"'EGTION/DETAIL MARKERS-LOCATEZ5 WITHIN THE SYMBOL POINT TO DESIGN DRAWING LOGATION5,LOGATER5 OUTSIDE OF THE 5YMBOL POINT TO ARMY TOWN OF SOUTHOLD P.O. BOX #336 PLAN 23 .1 ;_ 13r 1c T 2 MHw = t3.o EQUAL TO PERIMETER OF CORP(AL)DRAWIN6 LOGATIONS. SUFFOLK COUNTY, NEW YORK AQUEBOGUE, NY 114431 SITE � .° -3., � ,4, �, �.t ® abv. MLLW - - CLUBHOUSE AND IN 50ME 5GT;�1 No.: 1000-116-6-24.1 DATE: 09 I6 15 L 3.2 9 2 L9 \�2/y� (Ilvn 3�3 MNW� `3.2 LOCATIONS EXTENDS FA�j �(I N� �(Q �j: LAST UPDATED: 0�6-20-17 ��T�tiG , -2. i _Ib�'°a, 3.1 BENEATH THE CLUBHOUSE MOT I. ALL FLOOR JOISTS(GLUE HOUSE AND PORCH,EX15TIN5 AND NEWLY REPLAGED) AREA OF DISTURBANCE SiU DATUM: MLLW ao 120 \ � _ .I ` • -1.e- . . � / RB,4NGE: 30 15 O 30 60 l 25 M511BLE IN OVERHEAD VIEW) SHALL BE STRAPPED TO GIRDERS WITH SIMP50N STAINLESS STEEL HIURRICANE TIES. USE MODEL NO.Hb55 N.O.N) 6RAPHIG 5GALE I" = 30'-O" KIMOGENOR POINT Co. �yo ', 23 -23 -1.8 4 -0.8 \�bcll_ ,MAR E06E OF EXI5TINO IM 2• ALL 61RDER5(CLUB HOUSE AND PORCH,EXI5TIN6 AND NEWLY REPLACED)SHALL BE STRAPPED TO PILES(U.O.N)WITH 51MP50N STAINLESS STEEL 5Q•FT. No.1000-116 6-24.1 \ 223 22.1 I� '0.2�sy MJRRIGAiE STRAPS. USE MODEL N0.MTSA_55,LENGTH VARIES PER CONDITION / EMOGENOR POINT Co. 3. ALL DOUBLE 61RDER5(PORCH REPAIR 2-3x8)SHALL BE CONNECTED WITH I F06ER LOCK OR EPDXY COATED SCREWS,NO NAILED hm 21 -1.0 Hew®EL oo SC'IrMNo.1000-116-6-24.1 CONNECTIONS. • I.9 2.5 4. ALL BRIDGE GIRDER/J015T CONNECTIONS SHALL BE STRAPPED W/SIMP50N STRONG-TIE 5TAINLE55 STEEL TWIST STRAPS. USE MODEL m FOR PROPOSED WORK IN THIS AREA 23° EXIST. 5.0'w X t&M-6 TIMBER FOOT T m No.MT5M1b55(SEE 5HT.3, ENLARGED ELEVATION 6 TIMBER BRIDGE) �X�sTjNG -3.1 BRIDGE TO BE REMOVED AND �s� 5. U5E 5TAINLE55 STEEL FASTENERS WITH ALL 51MP50N 5TAINLE55 STEEL CONNECTORS. PROP. MID 51LL FOLLOWER BELOW O SEE ENLARGED PARTIAL PLAN ON SHT No.3 ��Nr� 2.4 REPLACE (IN PLAG4E). SEF 5HT No3 6. USE GALVANIZED FASTENERS FOR OTHER THAN USE W/SIMPSON CONNECTORS,U.O.N. ��/=�1� �m ?. USE X10 PAN HEAD 5TAINLE55 STEEL SCREWS FOR THRUFLOW DEGKING SYSTEM / /� ��/ /Tl F,4D FOR CON5TRUGTIOiN REQUIREMENTS 8. U5EY2V 5TAINLE55 STEEL LA6 BOLTS FOR 55.PLATES AT MID-51H AND BULKHEAD RETURN EXTENSIONS. SEE CONNECTION SHOWN IN PROP. LOWER LEVEL MID-SILL WHALE/ PROP MID-SILL VINYL SHEATHING 1- TIMBER FOOTBRIDGE REPLACEMENT �V ELEV'B2',TH15 5HT. (CONI INUOU5 - BLW) (BLW) j W N l �� 2 -%4(P Ab' L6 GALVANIZED LAG BOLT W/WASHER Q/ r ve S 0 J 1 �s3 ������ (TVP I BOLT PER GIRDER/PILE INTERSECTION) ORDER OF INSTALLATION: _, � O "z f> l /► o -1 ! COMPLETE THI5 CONNECTION PRIOR d- �- I PROPOSED B.O.DOUBLE 3x8 GGA GIRDERS 0 0 0 -e---o-- " TO INSTALLATION OF MID-51LL "v o o I I -0-_ o W m X 'n TO REST ON TOP OF Mill)GGA PILE,WHALE,VINYL SHEATHING 0 � � L5 1 1 ` ,.n BULKHEAD WHALE ABOVE __ IN Q(' a A �YT ' �- j 3.8 PILING,FOLLOWER AND LEDGER BOARD® EL.463' PROPOSED o ly8" E--1 X z \^\�`' , i /' //� TEMPORARY HEAVY EQUIPMENT MATS BULKHEAD(RETURN EXTENSION GAP INSTALLED IN „; ;; _+' o %'THK 5.5. o , - C�15TOM PLATE 5f� TEMPORARY HEAVY EQUIPMENT MAT WILL BE PLACED OVER EXISTING MARSH A5 FORE6RO11WD OF BOLTED PLATES OVERALL O 2 g' M� CG 0 br r AND OPERA EQUIPMENT DURING CONSTRUCTION-ALL PROP05ED 2xb UNTREATED GAP .1 I '�' - h-�-"1 - < US �/ PROPOSED 10"� x IS' L6 GGA REQUIRED TO TRANSPORT TE / f I DIMEN5ION5 ° 2 TATION W1 BE l n (�J /10 (�-IM) DISTURBED/DAMAGED AREAS OF HI6H4 MARSH(HM)VE6E WILL ;1 ,, � 1C/y AREA To BE FILLED WITH t4 GU.YDS. OF (� �� / TIMBER PILES FOR PROPOSED REPLANTED I^UTHII 5RARTINA PATENS(18'O.G)AND ALL DI5IURBED/DAMAGEDU5E /a 610.LV.THRll BOLTS W/ ..i - - 0 1�8" �---i Q �/ 1 ' COMPATIBLE GLEAN SANDY FILL OBTAINED ����� ��� MID-SILL BULKHEAD (TVP OF IS) AREAS OF INTERTIDAL MARSH(IM)VEGETATION WILL BE REPLANiFD WITH G1 ;. I: ,.,..; WA5HER5 AT BOTH HEAD AND PROP,MID-SILL'- PROP.MIP-51" ' ' : -� O a 5PARINA ALTERNIFLORA(Ib'O.G). O O ' � - . .�^+. ::I:':•:': J .�. O : : I'-O" •4°. 2 0 �� O PROP. t4.0'D x 7.0 W WOOD :.,,. :,: ... s " FROM AN APPROVED UPLAND SOURCE TO AN / END(IS'0.(:•,i4AX) I EUV-KNEAD'WHALE ,, BULKHEAD WHALE I PROP. /e TLTK 5.5.CUSTOM PLT- �\J ry I:. `,.:. *' PLATFORM (BUILT OVER PROP. r. .: DRILL HOLE LOG.FOR ELEVATION OF 3.6'. AREA SHALL BE PLANTED . 1 ~ :4 I .',1 - .. N X� FASTENER(TYPIGAU m 4.6 .'Y 11 4 I WITH SPARTINA PATENS(PLANT 18' O.GJ �y MID-SILL BULKHEAD) AND I I *ry y-i ,I I � I-"�- 11 I-4 rT ' t2 D X 7.0 W WD STEPS I; f1 11 I I II I I I I 1• T. /rn C)/ �, o' USE CONNECTION PLATE FOR // Op%27' �O, USE 3/e"TNK 5.5. 'L'SHAPED ;; Ij li rn rn . o �z ° o •• Tag / CqA �Q Y3 , PLATES(TGnP AND BOTTOM) LA6 1 I n n ' PROPOSED 'I x 43 � O rn rn MID-SILL AND BULKHEAD RETURN Al g9x / G� 6 Ov n .�; 11 II " I ,I , O • z O ° FDCTEN510N �T� //4. EXISTING MEAN OV OF Xb TO OPP051N6 WHALES4 1z . FASTEN1 ( I II O O LOWER LVL;.MID-SILL O I '� a j/ Fit r l z % = rn U3 9 z LOG: 2 SIDES,'TOP AND BOTTOM I \ HIGH WATER LINE Ri°OR X/Sr/jy W VOx5"L65.5.LAG BOLTS W/ I li BULKHEAD'WHALE • o � z y O � \\ IT 2 O '- - �' O OF PROPOSED WHALES C`I gS:it C//T 6 O 5.5.WASHER(SEE CUSTOM n FASTENERS/TIOP PLATE: 3 AIS/ V/ �� O OF / b U� PLATE DETIAI THIS 5HT I " 'I I �--� I :I--1- ;I D o a o rn D _ QTY: 4 PLATES/TI TOTAL ENGINEER: !' tiro �/ Fo � L, ) I -a �/, x v A/ Ij I; ; ; ;I I , LOWER LEVEL WHALE d FOLLOWER APPROX.q € L/ me .€�. MID-SILL WHALE,3®BULKHD \ I I 11 I 9 rTj z -i � z EXTENSION WHALE ` � \ J . - - ' N �- BULKHE:AD RETURN EXTEN51ON'5 ;' ,I L6 THRU BOLT TO MID SILL Bl1LKHEAD. USE%'� z z - 1 1 1 �, 1� I Ij �/�/ \ ,3 i. i. I 1 1 ;i Ii i G V THR11 BO 4 O t \-) FASTENERS/130T.PLATE. 2® OF of ' O I I I :'. AL LTS W/WASHERS® HEAD AND z z MID-SILL WHALE,2® BULKHD Q Z 6z6 CGA WHALE AND FOLLOWER ,I 1 I 1 < ; `. I G I �� Q� 0 \ \�• '1 11 fi -, • ;I END(IS"OG MAX) INSTALL AT SAME ELEVATION EXTENSION WHALE �,`P SPE T e 0 I, I I AS RETURN EXTENSION'S PERPENDICULAR WHALE. * <�c. '� O' PROPOSED EXTENSION OF EXISTING VINYL PROPOSED BULKHEAD RETURN EXTENSION 1 I I I I, I ' t ,� EXI5TIN6 APPARENT .���' r \ (SHORE6UARD 56-625 VINYL SHEATHING 11 11 �;r. ', ,r:,. .::: CUSTOM L S H Ex. Dock BULKHEAD (APPROX 4 LIN FT, T.O. BULKHEAD " 1 11 �1 , ' PROP05FD 10"O CGA PILE(FORE6ROUND) APED PLATE '� - r /. 0385 x 10 x 10 x t4 LONG, I; j l: w T.O. DOGK @ el. 5.0 LOW WATER LINE /�� tg EXTENSION = EL. .b') USED TO BRIDGE THE GAP S o<F � I 1 I 1 I I SCALE I m E' i z � O Sp q,E, T.O.TEXTENSION = EL. fib). USED TO BRIDGE I-0 Z (EXISTING DEGKING / ' ^ BETWEEN EXISTING BULKHEAD RETURN AND 1 3.4'44 3\ THE GAP BETWEEN EXISTING BULKHEAD F PROPOSED MID 51LL BULKHEAD y 91 RETURN AND PROPOSED MID SILL BULKHEAD GAR o 3 3 �� TO REMAIN) o 1 BI PROP05ED WORK 5UMMARY: '��•• o� NP FX SOC x� _ INTERIOR WALL OF PROP05ED BULKHEAD I ` ' ` ' , I 1 ELEVATION �B 1 r INSTALL PROP05FD 03 LIN FT MID-51LL 131KHEAD AND PROP05ED M LIN FT BULKHEAD RETURN EXTEN510K INSTALL ESS10 A 4.D X 10"O x 15' L6 TIMBER PILES AT REAR OF CLUB HOUSE (EAST 51DE - PORCH REPAIR). ALL PORCH DECKING 15 TO BE JEFFREY T. BUTLER, P.E. GV��� ALIGNED W/ EXISTING ROOF OVERHANG I SCALE: I" = I'-O" REPLACED IN KIND. PORCH STAIRS ARE TO BE RE-Bl11LT. EXTERIOR STORAGE CLOSETS ARE TO BE REMOV62 AND PROP. ±4. D x l.0 W WOOD PLATFORM W�y ." ::" �t,, ALL TIMBER PILES PROPOSED HE RE IN 3.4 O I� ,1 1 ,I, `. M.. !1.4 .;...I.. RESET AS REQUIRED TO REPLACE DEGKIN6. EXI5TIN6 5'WIDE X thb' LON6 TIMBER FOOT BRIDGE 514ALL BE REMOVED (BUILT OVER PROPOSED MID-SILL BULKHEAD) A _ ��� � , , „,..r. a,•: AND REPLACED(IN-PLAGE). FILL BEHIND MID SILL BULKHEAD AND BEHIND PROP05ED EXTEN51ON OF EXISTING . 'D x l.0'W WD STEPS TO BE CONSTRUCTED IN SHALL BE GGA 10 x 15 LG (TL QTY-26) �s BULKHEAD RETURN AS INDICATED.USE TEMPORARY HEAVY EQUIPMENT MATS AS REQUIRED TO MOVE EQUIPMENT ONTO PLACE OF EX15T. WOOD 5TEP5 •/ SEE 5HT 2 (AG, 5HT b) FOR FND PLAN 1 .:::'` .:� THE 51TE AND MOVE AROUND ON THE 51TE TO CONSTRUCT THE PROP05ED WORK HEREIN. DAMAGED VEGETATION IN Q 1 - HIGH MARSH AND INTERTIDAL MARSH AREAS SHALL BE REPLANTED AFTER ALL CONSTRUGTION 15 COMPLETE. v �.:.:.1 ,....._. PROP. BULKHEAD WOOD GAP .t.. Z O REMOVE AND RE-INSTALL PORTION OF DOCK TO 4" DP x ±133 LIN FT CLOSES GAP BETWEEN AI I : ;: .=- ...,,.,. ' \ NOTE: � :..........:... ..12.. 4.,..,, .. . . THE WORK PROPOSED TO THE STRUCTURE I5 CONSIDERED A REPAIR IN ACGORDANGE WITH SECTION 404 OF THE IEBG-2015 AS }- DECK AS REQUIRED TD/ALLOW FOR PROPOSED P�5 1 - - - �. >Y F M E.O. PORCH AND PROP05ED BULKHEAD "-9' C . u . . a . ' p EXISTING ADOPTED BY NEW YORK STATE. IT HAS BEEN EVALUATED AND DETERMINED THAT THERE 15 NOT SUBSTANTIAL STIRUGTURAL (_ U- CD BULKHEAD GRO'�511�. RE-INSTALL IN PLACE (7� / '� � S`h'4rs� II .n I I.,,, �r .I I GI EXISTING I STORY FRAME DAMAGE A5 OF THE DAiS OF THIS DRAItiING(SECTION 4042.1). A5 SUCH,THESE REPAIRS SHALL BE DONE ACCORDING TO � � � 0 �� /�\ 32 PROPOSED VINYL MID-SILL BULKHEAD 3� I I�. x ` ROOF OVER PORCH CLUB HOUSE SECTION 404.4. A5 PER SECTION 404.5(FLOOD HAZARD AREAS) 11iE THRESHOLD FOR SUBSTANTIAL IMPROVEMENT OR - z Q /' @ , o. 1 TO REMAIN TO REMAIN WEST CREEK W APPROX. -133 LIN FT, • O' I SUBSTANTIAL DAMAGE IS NOT MET THEREFORE THE STRUCTURE IS NOT REQUIRED TO COMPLY WITH THE FLOOD DESIGN '� CO �N + 1. I -%40 x18 L IS GALVANIZED F.FL.EL.® 6.0' H-4 O / PROPOSED 10"0X15' L6 u REQUIREMENTS OF NEW CONSTRUCTION. -j + , �/,�� LA6 BOLT W/WASHER(YYP I BOLT � IL a.. I O Z O / T.O. BULKHEAD @ EL. -4.73 IGGA TIMBER PILES PER 61RDER/PILE INTERSECTION) ALIGN m N I- * APPROX. 46 GU.YDS.OF C J N 5ANDY FILL FOR STRUCTURAL F TA LEDGER,FOLLOWER,VINYL SHEATHING AND WHALE 6 EL 463' PROPOSED 2-3x8 GGA(DOUBLE)61RDER TO REM-ACE EXI5TIN6. Q- � `9 � � TO BE PLACED LAND OF MID SILL 3.b EX15T. CLUB HOUSE REPAIR OF CLUBHOUSE _ T.O.B1A KNEAD EXTENSION 0 0- AL16N FOR EASE OF GAP INSTALLATION EXTEND IM BEAR ON PROPOSED±10'0 PILE z :13ENEATH 2q TO REMAIN (TVP OF 8) 14 �"8 6'. MATT3RIAL AND PROP05ED 4xb CGA 61ROM TO APPROXIMAT73Ytl0 Foor l ONG v _ fY CL\"'Ni 3' F.FL.EL. @ b.O' I _- C4NSTRUGTION OF BULKHEAD I = PROP.2xb UNTREATED GAP, REPLACE E�5TIN6.EXTE✓rJ TO wa I- (� 1L < ' / f ILu EXISTING T.O.GRADE BEYOND EXTENSION TO MATCH PROPOSED � APPROX iL34 DP x 1133 L 6, �oN PROP0ED K"LL USE SIMPSON STRONG-TIE CONNECTOR z � o CLUBHOUSE T L. 4.0) _ (ABV MLLW) 3.5 l'-.X MID-SILL BULKHEAD. INSTALL 2X R T.O.GAP 6 EL 4.73' � 4D GAP AH'PROJC 1111 L6 MODES NUMBER HUbBX,STAINLESS STEEL Q o EDGE OF EXI5TIN6 `y 3.6 Q EX15T.BULKHEAD RETURN UNTREATED GAP TO MEET GAP AT O I HEIGHT=lA,WIDTH=5.25 (� o � Q fik TOP OF EX15TING VINYL MID-SILL BULKHEAD,SEE DTL GI, �x° EX.2xb FJ(REPLACE USE SIMP50N 5TRON6-TIE (5f'-C ��- CL t Q � IM TO REMAIN t � . y. 'C BULKHEAD RETURN THIS SHIT. � DECAYED FJ W 2x8 ACQ) ' STAINLE55 STIP(O#OTOR I-- - (�/( fi � U I® MOVE No.864655(SPED.ORDER) 1 BUSINESS DAY LEAD TIMEJ z ��I C� � O ""�< \��'�> � � x � FL.EL.® t5.g2' tel, O O Z �,[ � (v U� �� �6' TOP OF EXISTING BULKHEAD RETURN = EL.4.9' � B.O.F J.®1523' EX.2x10 FJ EX.2x10 FJ ha�//1 l(� -I 1 Z_ O dJ T.O.PROP. O :ti? - - PROPOSED 2-3x6 GGA 6RDR5 �•-•� ��� � 3.2 / WEST CREEK ------ - - T.O.GRADE BEYOND EX.BULKHD ''" "',?'i '1 `P" EX.b"m PILE PROPOSED 2-3x6 GGA 6RDR5' PILE®1463' 1--r W LL N `� \`Y 1 . - - -- -_ -- '' ;'; f _ 8.0.PROP.6RDR®1463' I U 3.3 T RETURN BA.PROP.6RDR®14.63 B.O.BEX 6RDR 4.Ti' (TO REMAIN l l u o Cv ...� ,_..�.-.__/ . .. 1_.�. . ..` S.H.W.® ESL.3.6 . ,� :�....... �- _ ei.l-F' r Vii:.+"fir, ,<l;,. ": O V EXISTING 5.0'W x t86.O' LG TIMBER FOOT " - - \ -_6 � `-`-w`-�- v"vim �- � - �-`_� `-4 �- �-`- -meg �� �-_--�-�-° J"�I�(� : :- P.2x10 LEDfE12,THIRD BOLI'(2)PER PILFAED6ER GROSSING UNTIL INDICATED) O I :#I :r.: 1. . .. -r .r t H � .. :'t"< Ja M .W.-e E 3.2' x3.2` L / ;= I. I: x18. 6 yANI a•:- 4 L6 AL ZED:'.: GE - D AwD IN V BRIDGE TO REMOVE REPLACE - �'jp.. �'r'-=`°:. h I. : `�M -SI` I I 1 I. LA6 BOL WASIrER REVEAL VARIES I 1^U CONSTRUCTION I' EE 5HT No.3 FOR CONS 5 x . ��.1: PLACE) ;�'- •1 �` D (TVP I tern 1 .. I 46 �i� GLEAN `F TO"-. GU YDS' LL I � `ANDY 1 .,..�'.'' , . O IAL PLAN - �� 5 ENLARGED PART �: I REQUIREMENT ei u'a u I ':•:.�:: :��� -•.''• RDER PI INIERSEG o :1 / FILE n I I I r:�.Il I PLACED LANDW�2D OF N1D:51LL 0 •., .�'.�.��•':�•.•�::�':��:��':��•�' . ::�':: ::'.. :�: :: WPRn u. :,r MAINTAIN.12, CLEAR Sf?AGE EROF(.i . . I•, M. W.®E .0.0' OR. r. r 'Ir II = II - 04k yEpD .'•.' 111 . ':;I .;1171 Li:i 1: i. .. . RA15E NiAT.GRD[VARIES].TO.EL f4A')'.' f1l. ' I 1 D SCALE: I IO O 5? �".:.� \_.,. ,,�, .' XO.O" . .so..: 'ilN�: K.. , , I , ,11.,1 i.: . :.:1..0:.1.. .. .I- .O.FGII.LOY ;:TI . .,, . . . II I `�J Cn (fir . . . .......... . .. • I D i I Z N I 1 ' 1 .'. . � J IO0 x 15 L6 GGA TIMBER PILE 11 „� PROPOSED. 1 I hl I PROP0�1H)LONER E 6X8 GGA AND 6x6 GGA FOLLOWER(19 Lb). s . .. . .. . . . .. .. .• .• .. .. .. .. .. .. .. .' • WHALE:PERP.30 MID SILL BUC D II I I FOR STRUCTURAL.REPAIR 1 Q o I. I�ROPb�ED.6. .GGA WHiALF . . b. . . FOLLOWER::::: I IRUN PARALLEL TO MID SILL BULKFEAD,1H211 BOLT. INSTALL AT ELEVATION SUITED I 1 (3 -7 -1.1k (BEICOND): RUNT:PARN:LEL TO;EXIST..8l1LKHEAD bx8xfl L6 GGA I T,' FoR GONrEGTi3ON OF EXTENDED RETURNS PERPENDICULAR WHALE - OF GLUBHOU5E(M'ICAIL OF b) RETURN `I I " 11 .%FASTEN BY:TNRU BOLT czNNEGTToN TO EXISTING RETURN. I„1; ;;; ;;I Id: USE%'THK 55.PLATES(TOP AND LA6 TO oPPoSIN6 WHALES ' www.dignetnycli.com ,, 1 I I For safe reasons, homeowners are strongly •C,ONNEGT PERPENDIGUI-A`R WMLES- 14'LIN.FT. III I II I 1 15 or www.call811.com g y e . ,, APPROXIMATELY 4 GU.YDS.OF GLEAN FILL TO BE PIAUP LANDWARD encouraged to call as well when tannin an a . . USE /e THK 55.PLATES(TOP AND BOTTOM) PROPOSED III I I I II I 11 (for other states) g planning y type -4.0 LA6 TO OPPOSING WHALES(SEE D1L'GI',THIS 5HT) I OF EXTEID®811KNEAD RETURN(70 RA GRADE FROM Li 22 TO EL 3b) ■ of digging on their property.Homeowners can x BULKHEAD 111 I NO PLANTED WITH 5PARTINA PATENS 'OLJ I II I I P A J5E C/ contact us directly at 1-800-272-4480 or by calling EXTENSION II 1 law, excavators and contractors hors in the five boroughs of New York I 00, By g g 811,the national call before you dig number.For PROPOSED WOOD PLATFORM AND WOOD I I;i Iii Nil III I PROP05ED MID-SILL BULKHEAD, � I II City and Nassau and Suffolk Counties on Long Island must contact DigNet, I III u I ' (5HORE6UARD 56-625 VINYL SHEATH( 0365'X 10'X 10') II 1 �1� excavation work completed on personal property,it STEPS TO GRADE ARE REMOVED FROM 111 ,,, n,l III,( , FILL MATERIAL TO BE TRUCKED IN: Of Ivl-��Y��I'I'Y 1-600-272-4480 or 811,at least 48 hours but no more than 10 working days „ ,1, ,,1 1 I 1 i 1 1 e� (excluding weekends and Iegal holidays)prior to be any mechanized is the contractor's responsibility-NOT the t ' THIS VIEW FOR PURPOSES OF CLARITY _,7-u� �-10 Q x IS L6.CGA TIMBER PILE FOR PROPOSED MIF-SILL BULKHEAD(TYPICAL OF Ib) FORTY(�0) GU.YD5 OF GLEAN FILL(COMPATIBLE GRAIN SIZE) & XN6 ISA P homeowner's--to contact DigNet. Having utility lines SECTION A 1 digging or excavation work to ensure underground lines are marked.Excavators SHALL BE PURCHASED FROM AN APPROVED UPLAND SOURCE. 500-212-44801811 and contractors can also submit locate requests online,through ITIC.If you do marked prior to digging is free of charge. SHOPOSED VINYL SHEATHING D D D II _ I II SHORE6UARD 56-626 VINYL SHEATHINs D NOTE: NO EXCAVATION OF THE SiTE HAS BEEN AUTHORIZED FOR not currently use ITIC, please call 1-800-524-7603 for more information. 5GALE: Y4 = I'-O" 6 $ 4 THE PURPOSES OF OBTAINING FILL OR OTHER MATERIAL. D 0385' x 10' x 10'x t4"LIN.FL, -1 T.O.BULKHEAD RETURN[EXTENSION = E1- tab' 7 1 of 5 lil 1^- PROP05ED 4xb CLUB HOUSE 61RDER,REPLACE BETWEEN COL LINES PROP< NEW DOUBLE 3x8 GGA PROP. PORCH 61RDER CONN: WHALE/5HEATHIN6/FOLLOWER CONNECTION -PROPOSED WOODEN PORCH FLOOR TO 'B' TO 'E' ALON6 GOL LINE 5. SEE PROP05ED PLAN(THI5 5HT) PORCH GIRDER. U5E BOLT TO MID-51LL BULKHD PILE TO BE FASTENED @ 162 O.G. PROPOSED RETAINING L GAP. 51MPSON STRONG-TIE 3 • 3 • FRONT TO BACK: 611x8" TOP WALE,5HEATHING N BE REMOVED AND REPLACED PROPOSED 3x8 CLUBHOUSE 61RDER USE (1) /4 x Ib LG 6ALV. LA6 USE /4 6ALV. THRU BOLT, AND &`x8" FOLLOWER W/2x CGA TDP PLATES o HANGER TO NEW 4x6 GLUE I BOLT PER WASHER(HEAL) AND END) AND NUT CANTILEVERED 6" BEYOND PILE 65 BOLT W/WASHER, � $ � � PORCH FIN.FL<B_.= 15A2'(5HOW'U EXI5TIN6 4x6 CLUB HOUSE GIRDER 61RDER/WHALE GROSSING PROPOSED DOUBLE 3x8 GGA PORCH 61RDER Q 0 2 CLUB HOUSE FIN.FLEL= ib.O'(SIMILAR) HOUSE 6�1RvOnM TO ALIGN T.O. GIRDERS PILE/WHALE/5HEATHIN6/FOLLOWER CONN. 3 C, l,- X o REMAIN(TYP,U.ONJ AL16N T.O. PILE,WHALE,VINYL SHEATHING �.� •; EXISTING 2x10 FLOOR JOISTS(BEYOND) T.O.PORCH 6RDR 0 EL.623' TO BE FASTENED @EACH RRENGE, AND FOLLOWER - ��us 31 qq s 5Y4"- : . -------------- USE 3/4" 6ALV. THRU BOLT,OGGU ' �-' Lu J rn 3 m Q r I EXISTING 2x8 GGA EXISTING 2x8 CGA PORCH OR CLUB TOP OF MID-51LL WASHER(HEAL) AND END) AND NUT o Z , T__1_._FLOOR/RIM JOISTS :b' - BULKHEAD N z z Z •� ¢ PROPOSED PORCH FLOOR AND HOUSE RIM J015T 1 -PROP05ED NEW 3x8 GGA 5UB-GIRDER I +, o m o �• X23 WHALE SPLICE (TYP) � � � g EXISTING GLUE HOUSE SUBFLOOR @ EL. 14.73 t {/ '/ EX GRADE REMOVED FOR CLARITY LL�W11 Q fq� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . • o p o 0 0 0 0 � � ,� � 51MP50N STRONG TIE SEISMIC HURRICANE REPLACE EXISTING 4xb GGA 1'-Io° I7xb, D DOUBLE ~ ~ TIE NE O 55I INSTALL PAIRS OF STRAPGRD @ EL. Off Q I z GIRDER W/PROPOSED PORCH GIRDER Z1- DOUBLE `9 I - p DOUBLE 3x8 GGA GIRDERS n n n n c{�" . 1111 11 EASTING 8'�TIMBER PILES TO REMAIN TCONNECTORS® EACH JOISTA5 SHOWN® a : '`£r '.; 'IIVI 4 IVI IVI. •.. 1:- . - :: � LT CONNECTION TO .;. �. :::':.'< ::'.. ::..;:; .. y .:I... ;; 1.. : ,..,.I::•'.1 ":'• ru I... -;; •... � m Z . ., .;I P .I...F,K. .1 I..• ..�!... Na 1 ..l.r ....,. I.. IYL: '4r+.'+.P:•;• U:+:' : 1 :.:_'.::4 ::V•I �F...::,:I lr::.4.;1 i.,..,.y. ':i ,.` I`.,,.r.. ': INTERSECTING POINT P t Y:!,:, V 2x8 AC RJ (TYP,u.ow I ;,.l . .I . L. ,, ... . : .. :I. • L w z o EVERY (TYP) y ,.. ,LII .114'..I II.....4:��.: .• {J ,•I, :. I,.•. .4 .,. I:..II..•. 4: ,. Ih I .. .. , L+., t ..:I,I. I ..�" ... .,. It. I. •.I...,, .. .. ..;1.::...;•..:":::".:'�.�:1C,5..,;,:<.::':�' w � �-. U•I F is _3 p N ILII IIII -'� 1111 IIII _ 5 " Y':'L''..'l.,Y.h.:..4 1. i Y .Ihl. ....l,i. J` 1' d.�...�. .. L tl.- :L ('6. ."]Id:..:^'k., �:;.....:.. 2 / 0 Ab L6 GALVANIZED EXIST.OR PROPS EXISTING PILE, USE 2 /8 5.5. 4 II. 1 I .. >, I ,., . ....::r:il' .,•,Lu. :u.'..,:H :......`:. �.'I i�. . ..,.. .....:L:r . �, 1 I...}.. :,)�..�' �:Y..:.::... .....:::'i 4'•�''' ' O �i1 , IIII I .•I.:.�. ..s.4 L. I ..., ,.�.•1... ..... :II.:�P-0�':�+I .',I':N.,:'_Va..•..!"..:D-...:.•. <.H. 4L.1."��.`'L: .11 •:...;4.1. .. .. .N11:.1%h. EXISTING/NEW 2x8 AGO FJ/lU TO BE II 11 II 11 I { S 1 I t a _ THRU BOLTS @ EACH 1..,:.. L: :�) ...,." �.t;..•1....;.f{::}. :IL::4, z - .1.9•.:i a LAG BOLT I^V WASHER(TYP I BOLT C \ / / N I I I Ili III 11 III I k i'd'�•'a�4� "I'::':II;4I� k II I P li q'I 1.:�p1::+.,L II tl l d III k l �•N. : .I I I IL I I I A 'Y LU �[ �- W W PER 61RD8R/PILE INTERSECTION k ff 4 I 4 1 1 I Y 1 N 4 . t ll' If I I 1 4 I TRIMMED TO ALLOW FOR PROP. DOUBLE C INTERSECTION,WASHERS AT m EX.4X6 GIRDER X 4 I I i it iI i1 i1 I I i. .i I r i1 Ii I li iI i1 1i i1 1i i. I i I Iii 3x8 GGA 61RDBR5 GONNEGTION POINT IN FORE6ROUND_ S MEAD AND END AND NUT. (TYP ,,I ,„ , ,„ „ ,„ !I, !i i I I` I I 1, N 1 4 I I I I 0 Y ' J F- ( ) (ZEM IN(BEYOND) •° / \ / \ " 1 1 1 I 11 I I I I I I I I 1 I i! 4 d 1 I SII I I� 1 I 1 p II r 1 r II u r I r I ` � II ¢ � � � 111111...... � I � TO IC{_I-IA �LIL I ) ! I I s I ! I I I ! SSS 1 , I f € II! {I, ,I I I ly i S i ` I I I II i I I I I i I, ;I I I II I i .J � III 1 111 III Ih 41 1 I II Ili 111 Ilii I 1 11 Ih III h Ili III I Y Y II II II ill III Y I I I ii 11 Y � p � �� PROPOSED 1010 GGA PILE - c I I I I. i I ! �I' s i Ij I ,�1 1 II ' t �j ss i ' I I 14 i j 8 I i II I i o ° ° `,' U o EAST AND WEST SIDE OF GLUBHIOUSE - USE SIMPSON STRONG-TIE CONNECTOR a 1 I III, IIII II I IIII 1 II i I III I I, 1 I II 111 I i i I I I I i PROPOSED SUB-GIRDER III 111 l III III III , I I I Y III I I II 11 M I !II A �, - 1�I II ! Ir IP III P 11 11 NI 11 II NI II !P 1 YV ' Q Q V'� Q ;{ 1 I II I III III I . 1 1 114 III 111 9 itI II 11 II II IIII 1 111 11 r �4 1 11 II d i FOR STRUCTURAL REPAIR MODEL NUMBER ftb)X STAINLESS STEEL EXISTING/NEW 2x8 AGQ RIM JOIST ` I III! I.1 ` I I II III 1;S I I;I ''1 1'' i 11 111 i 41 I1 1 f I 1 1 1 1 y 1 S y I I I 1 i 1I Y o Q -�'r ,•'..�`:,: I I I I I I I I 11 I r -��� "'''' ` : " " (9FAILED PILE/ GIRDER CONNECTION 1 1 t 1 1 (FOREGROUND) HEIGHT= 1D WIDTH = 5 25 TO BE TRIMMED TO ALLOW FOR PROP. I I, ,I, 4 I, I i I I 1 i I I I€ I I I 1 I I .I .I f? II I _ d)� 1 (SPECIAL ORDER- DOUBLE 3x8 GGA GIRDERS 5GALE: 3/8 = 1-O O III I I !{ I I I I I 1 I 11 4 N N N O O N o 0 Q hl 1 f III III Ih III I ( �II II {6 I I I�Y Ih tl III III II I I II � N I u III III II IP II! II II IP II, 11 111 II II 4 II S III rl Ir III II II II III 1II II 0 i5 O 13 n I I 1 I+ SSI I /1 JI I ` 14 I1 I I I I [ ' ++ 1I 1' ' 11 1 I ++ I 1((I 'I 1 1 l i I I I 1 1 11 I 1 1 III I 1 1 I I I i t I 1 1 i S l II 1 III II III II II II II 11 1 I, III III 111 11 II 11 o I II II Y I 111 III II 1 II III I1 II I II Y B.O. SHEATHING @ N I I III III III P I III II I V 4 I p 111 I I I 1 BUSINESS DAY LEAD TIME) : I I I 1 1 I I I I I{ rl I I III r l l II N I I I II 1 II I II II I I - O ' I; III ( I 4 11 II i I 11 M 1 li it i li it I it ;I I I; I I N O N N LL SIM REPLACE EXISTING 4xb GGA I IIII r, r, III 1 III I I1 I I I III 1 I I III i II i I II I II EL. ± -8.0 (SHOWN) 4 1 EXIST. FJ/RJ CONN. TO PROP. GIRDER AND _ 1 uL-ll L- --LL J --ILJ-1 L- 11 L LY 1LLJJ_-LL -- lll-J1_LIL--LJ LJll-- L-LI-- LLIL 13 0 0 0 0 0 0 0 TYPICAL EX15TING INTERIOR 8"0 PORCH/ PORCH GIRDER W/PROPOSED p 7 t- i F 1 P - -- "1 r-- t- y t`- CLUB HOUSE P05T LOCATED AT COL EX15TING 4xb CLUB HOUSE NEW 515TER 2x6 GGA ui I 1 I I I I I I I I I 2 PROP. GIRDER CONN. TO PILE (FORGROUND) DOUBLE 3x8 GGA GIRDERS 61RDER TO REMAIN CLUB HOUSE 61RDER I I VINYL SHEATHING,SHOREOJARD 625 I I I ( I I STRINGS 2 AND 5 10"� GGA PILE, 15' LG (TYP) I I I I SCALE: I" = I'-0" I I 1 1 I I I NEW SISTER 4x6 GGA THRU BOLT EXIST.GIRDER AND PROP. I I I I I I f I I I SIM CLUB HOUSE 61 SISTER GIRDERS,USE Yz° 5.5. THRU 90' Corner EXISTING GIRDER TO PROPOSED GIRDER ALL 61RDER5 SHALL BE 5EGURED BOLT5(2 ROWS, 16" OG - STAGGERED), Brace CONNECTION TYPICAL DETAIL TO EXIST. PILES W/51MI'S0N WASHERS AT HEAD AND END AND NUT. I I I I I I I I I I I I "� STRONG TIE 5.5. 5TRAP5 (TYP @ 515TER CONNECTIONS,U.O.N.) I I I I 11 I I I I I I Top r � � _ LJ LJ LJ LJ LJ LJ VIeIr SGAL-E i I N 11_011 ��/ �_,p��� A ,\ n\ I Beveled PVC 4' Nylon 4) EXIST. �I'„ NEW 1 q `vaQwvv 51MP50N 5.5.N5TRAP5: I Washer Plate Washer WALK , WALK IIIN •r `.M6 M5TAI855, IS LG I O R.J. ;;%' R<J. . �` �+ / 1 o M5TA2455,24" L6 f"-EXISTING 8"�TIMBER PILES TO REMAIN ELEVATION PROPOSED MID-SILL BULKHEAD 0 1 \ I UD.N �� ��� c� M5TA3655,36 L6 I (TYP, J " _ I , Front Side O -- _ ' (36" L6 STRAP SHOWN ABOVE) SCALE: I/4 - I-0vl�. vl�rl 0 rEASnNo PORTION OF EX.WALK TO BE PROPOSED SISTERING AND 5UPPORTING _-- / EXISTING WALK TO DOCK REMOVED AND REPLACED ` ' \ 90°CORNER BRACE yj°"t b E PILE/GIRDER STRAPPING DTL PLACES REQUIRED = 2 ew \CONNECTION TO REMAIN (IN PLACE) I SEE MANUFACTURERS INSTALLATION INSTRUCTIONS �- 3 SCALE: 3/8" = I'-O" FOR QUANTITY OF PARTS REMOVED PORTION OF WALK TO DOCK J c o WLK TO DOCK • TRIM LOCATION:CLOSEST 51PPORTING 1L- EXIST.I STY FR � Q� i RIM J015T 1 SG 650-750 Corner PILE/61RDER CONNECTION TO CLUBHOUSE PORCH CLUB HOUSE g $ EXISTING TO REMAIN Use with S d GG-50 SG-750, • • REMOVE WALKING SURFACE(RESERVE FOR ii I ROOF OVER PORCH F.FL.EL.@ b.0' 56-CO and FITTI m - 1 T.O.BULKHEAD GAP • I n _ \ RE-INSTALLATION),GUT RIM BOARDS AND FLOOR �,O" o i TO REMAIN - - PLG�AGES REQUIRED = 2 JOISTS. / p Q FASTEN TRIMMD EX JOISTS TO NEW RIM J015T ✓ `b' ----------- ------------- o U5E 55.TEGO5 @ ALL CONI-GTION POINT r u W ,( SEE MANUFACTURERS • INSTALLATION INSTRUCTIONS 1- I LL, i ' REBUILT WALK t RAIL IN KIND / �. " D E F G H J FOR QUANTITY OF PARTS N 1� _1L INSTALL 2x GKIN5 BD ' -A 0 A C 51M A2 CMI SHOREGUARD „ LL/ m AND 2x EsLOGKING A5 REQ'D � k, FOR POSED TIMBER ILE T � �/ THRU BOLT TO EX.PORCH POSTS !••4 O NG-TIE x 15 L6(1 OF 8) , EAST 1 HARDWARE: .. / , EX.2x8 FJ(REPLACE / I 5TRUGTURAL RE AIIR OF CLUBHOUSE I I N.T.S. T.O.EX.DOCK- STA 5 T DECAYED JOISTS W/ 1 I EL.5.0 \ 1 - - - - - - - - - - - - - - 1 I ` 2x8 AGC��•® i5.g2' / O- �- LIM T OF EXIST ROOF ABOVE E--I X Z ORIGIN I-2xb EX.RIM J015T I-2x6 EX.RIM J015T 2x6 EX.RIM JOIST LIMI OF EXIST PORCH ABOVE I-2xb EX.RIM JOIST I 90 I V BD.FJ.®i523'-- EX. 2x10 FJ , lJ�_ - - _ - - _ - - - - - - - - - - - - - - \ 1 WP O) EX.4xb 6RDR ALL EXI5TIN6 TIMBER I-EX.4x6 GIRDER EX.4x6 GIRDER -EX.4x6 GRDR I- -� PROPOSED WOOD W <, US B.O.EX.GRDR @ ±4.11' �+ U PILES @PERIMETER ARE Q C� k --`--- - -- -- - - --- -- - -`-- -`-- - - -`-- -�-�-�- �- �-- - -`-�`-- -�^-�-- `- - - - -`-�-�- I EX.2x8 F.J. a DEGAYED) ¢ EX.2x8 F.J. Q •� P ' ' BULKHEAD CAP HAS: BEEN • LL d� (ABY 6RDR) v (ABV 6RDR) lD a 4� x3:0' - L X < x I REMOVED FROM THIS VIEW c�J OGPj10N),... .. ..'..'..'..'..'.. ., ., .. ., .2.,qk. PROPOSED:�b'GGA'61RD R5., .,......'. .•.'. of NEVI YORK CITY ,�C `�+ ,j�`i (REPLAGE A5 REQ D) � E .2x8 F.J. � (1ZEPLAGE AS REGIV) � � � � Q (TH15,L, k., .',•.',..,..' L. L'. I - -p e ABV 6RDR EX.2x8 F.J. EX.2x8 F.J. •`3 ' GREED.'...... .I...t c�r:Ba�K FaRciA i ......'r.,..I.'...'... , -3� f.-, @ Ib"O.G. ( ) @ 16"o.G. S> ' FOR PURPOSES OF CLARITY = O &LONG ISLAND I'LL I , , 1 .•!•. LL `? �q C. •� o (REPLACE AS READ) o ABV 6RDR ABV 6RDR �,Sj�� P NT J _ PROP. U QEATED.GAP;.' .r.'.'1 •'.' x INSTACC NEW PORTION.OF*WALK.T(1 bOGk .''.I:''.' f + i N fl @ Ib"O.G. - I - 1 '.'''!'' .':..APPROX:.±34.�P X- 800-272-4480. . I: . I >0 � � � I ► 811 x I-4x6 EX GIRDER m M.L.W.@ L.O.O :.• THRU BOLT.NEW RIM 10157(5),OVER,PILE/61RDhR ., ., .. . I w _ D� PROP05ED MID-SILL BULKHEAD: .�..� I I : '' T:O:.GAP®.EL:4:13.':.'.: - �' 1 1 1 1 x-{),I.:,� �• • '":'GDNNECTION':::'::�:':..'� :' :' ��.:�:': :': :'::�:':•':I.': :',.:': . 1.1t ' '• 1 4 6 EX.GIRDER - -4xb EX.GIRDER - I 4x6 EX.GIRDER - TO BE SISTERED - 1-4xb EX.GIRDER 3x8 GGA 6RDR RUN'RIM/FLOOR J015TS;Ib'OG.MIN'MP CONNECT I I. ;.... 2 - - - - - - 2 PROPOSED 1133 LIN FT VINYL BULKHEAD W/ !:.':I;•.:':.; I 1 i I- J www.dignetnycli.com i . TO IDGER:BD pORGFt FAGf I PROPOSED MID SILL BULKHEAD, I-PROP.DBL 3x8 GGA 6RDR I 1 WOOD GAP. B.O.GAP TO ALIGN W/B.O.EX. 1111 1 I 1 .'"{'. '•'. I I 1 1 L or www.call811.com , -3 ? a FAILED SCARF JOINT -1 • USE 55.TEG05®ALL CONNECTION POINTS (SHOREGUARD 5G 625 VINYL SHEATHI G 0385"X 10"X 10') % U_ U �? L p v o v I CLUB HOUSE 61RDER 5EE 5EGTION 'A2'FOR (for other states) I o o 0 o I o o CONNECTION 11-1 I I I I RE-N5TALL WALK SURFACE I f ( I I I J ^p x v= AZ X - x o= LL o `; I I I CP I ry � ,.+ > I o� o � GONSTRUGTION REQ'MT5 I- I • RE-NSTALL WALK RAIL TO GORE -10"(P x 15'L6.GGA TIMBER PILE FOR PROPOSE MID-51LL BULKHEAD v_r cn 51M 1 >- I I I I I I I I I I (GUT OWN FOR PURPOSES OF CLARITY) By law, excavators and contractors I i LL o I w ® x ro U_ o I " , LLQ; XQ a wQ >� working in the five boroughs of New York x `� LU PROPOSED 6x8 GGA FOLLOWER �= Q w N > > '� i (MAINTAIN 12"GLEAR 5PAGE BETWEEN EDGE ENGINEER= City and Nassau and Suffolk Counties on X m LU m ® , D D D Long Island must contact DigNet, 1 / N I LJ Q 4xb EX.GIRDER OVER w g MII OF PORGH TO ED.FOLLOWER,TYPICAL) 6 5 1-800-272-4480 or 811,at least 48 hours -4x6 LOWER 4x6 GIRDER I R I PROPOSED 10'�x 15'L6 GGA WOOD PILE F but no more than 10 working days �= 1-PROP.DBI-3x8 GGA GRDR I 4x6 Ex.GIRDER 4x6 EX.GIRDER UNDER STAGE AREA) I-PROP.VOL 3x8 GGA 6RDR 3 (I OF 18)ALIGN W/EXISTING CLUB MOUSE PILE �c'O T. H 2 ELEVATION - WALK TO DOCK g Y _ _ EX.GIRDER - ( - (excluding weekends and legal holidays) 3 � GRID A5 SHOWN,T.O.PILE TO MEET B.O.PROP. PARTIAL REMOVAL AND REPLACEMENT AS REQUIRED prior to beginning any mechanized digging FAILED 56ARF JOINT or excavation work to ensure underground I `n- GONNECTION A is / DBL 3x8 GGA GIRDER® EL. 4.63 (TYP) V 5GALE: 1/4" = 1'-0" o es LL o` LL o v I g / I is -� lines are marked. Excavators and I o 0 - o 0 0 Z o °'f w LL = �= LL C l.) • N I ) contractors can also submit locate I l o ry LL L ° d - PROPOSED b x8 GGA WHALE TYPICAL �- o � > - Loi � 2 � > - �_ w� opo I Xm � oro 1 0 � o xm � x CC requests online,through ITIC.Ifyou do not LL x 0= LU a x o= x �= LU¢ N w I TOP OF MID-51H BULKHEAD GAP @ EL. 14.13' � currently use ITIC, please call I �i w¢ ® N X > ® X ® W¢ i� 2 82 1-800-524-7603 for more information. N LU EX.TIMBER PILE LU w Q N S� '3493 (TYPICAL) E 4x61 GIRDER TO BE OVER REPLAGED I- GIRDER/PILE CONNECTION: O j,� Opp q I-4x6 EX 61RDER USE 2 /a x I6 6ALV.LA6 BOLT5 W/ O F E S S\ -�� For safety reasons,homeowners are I I-PROP.DBL 3x8 CGA 6RDR 1-4xb EX.GIRDER -4xb EX,61RPER I I -4xb EX.61RDER TO BE 515TERED (UNDER STAGE AREA) I-PROP.DBL 3x8 GGA 6RDR WASHERS 4 PER GIRDER-STAGGERED LOG EXISTING strongly encouraged to call as well when 4 - - ON PILE TOP) JEFFREY T. BUTLER, P.E. I STORY FRAME planning any type of digging on their I CLUB HOUSE t2'-3' property. Homeowners can contact us I p^ � A Q PROPOSED BULKHEAD GAP. ~_ " " ,L W ~_ direct) at 1-800-272-4480 or calling o� o o " o o o � o v. TO REMAIN Y Y 9 �_ _ = g W o F.FL.EL.®6.0' EXISTING FRONT TO BACK CONNECTION PTS: 811,the national call before you dig "-' " > N > > X LL� o ROOF OVER PORCH 'L " " I "� X c ® Q FAILED PILE X m ® X ® o `N > - D _ INSTALL 2x UNTREATED GAP number. For excavation workcompleted on NORTH «i N > W `3 w¢ J �` =_ I I W N 9 I / . I ,SOUTHH- "- 611x8" FOLLOWED ATOP WHALE FOLLOWER AND personal roe ( X X m N X Q k o p p rty, it is the contractors w I-'� w Q LU . EX.6x6 PORCH P05T TO REMAIN w 2"X10' LEDGER BD LEDGER(TYPICAL) responsibility--NOT the homeowner's-to I - ry I 7 FAILED SCARF JOINT w 4x6 EX.GIRDER OVER I^ 1 I contact DigNet. Having utility lines marked _ I l� ALIGN � CONNECTION LOWER 4xb GIRDER _ prior to digging is free of charge. i I LANDER 5TA6E AREA) �•/� TA L96M FOLLOPER,VINYL 1 a' �c ±4.0'0 I I-PROP.DBL 3x8 CGA GRDR I-PROP.4xb GGA 6RDR - I-PROP.4xb GGA GRDR I-PROP.4x6 CGA 6RDR I-4xb Ex.61RDER I-PROP.DBL 3x8 CGA 6RDR i LL t1 I SF�YTHIN6,WHALE t PILE®EL 463 0 PROP. x 1.0 W WOOD PLATFORM(BUILT OVER _ _ _ _ _ _ _ LJ j PROP05ED MID-51LL BULKHEAD) AND t5'D x 1.O'W WD STEPS 5 P I p i s 5 - O Q PORCH DEGKIN6 TO BE z I g TO BE GONSTRUGTED IN PLACE OF EXIST. WOOD STEPS � I��� � � � � � ��� � I � O .�: � � 111 REMOVED AND REPLACED 1 n LL o `? EX.GIRDER CURRENTLY u o 1 11 , ` i `� o NOT RESTING ON PILE EX.2x8 F.J. EX.2x8 F.J. EX.2x8 F.J. Q `a o i N Q Z EX.2-2x10 RJ , EX.2X)3 FJ(REPLACE DEGAYED _0 i m 9 rpm �, (ABV 6RDR) � (ABV 6RDR) � (ABV 6RDR) `3 I (n 1 O (TO REMAIN) 101575 W/2X8 AGO) T.O.PILE GAP b BULKHEAD MEAN LOW WATER @ EL.0.0' FA5TEN I NIC NOTES: I � W� � �� A EX.2x8 F.J. A E AS REQb) A (REPLACE AS REOV) A PBA AGE A5 RE0,D) � `� � TO BE APPROX.2 BELOW , „, N _ _ _) }- (� FL.EL.a 15.12 I �4 (ABV 6RDR) @ Ib"O.G. @ Ib"O.G. @ I6"O.G. BD.EXISTIN6 GIRDER I " �� I ,p I i_ I Z - W/ (_ EX.2x10 FJ BO p�®yG^�1 1. ALL FLOOR JO15T5 (GLUB HOU5E AND PORCH, I 02Fs L (REI�CE AS REQb) a: a a �- +B - �J.L✓ 1 @ b"O.G. tet' I ^ � I Q I PROP05FD 2-3x8 GGA 6RDR TD.BULKHEAD GAP®EL.14.13 I EXI5TIN6 AND NEWLY REPLACED) -i �" 9 i F-�1 z Q O T i '. T.D.MID-51LL PILE @ EL.14.63' 5HALL BE STRAPPED TO GIRDER5 WITH 51MP50N �� I-4xb EX.GIRDER 1-4xb EX.61RDER I-4xb EX.GIRDER 1-4xb EX.GIRDER I-4xb EX.61RDEP � I 4xb EX.GIRDER I 4x6 EX.GIRDER SYMBOL LEC END: 4 -ITAINLE55 STEEL HURRICANE TIES. 6 - _ - - - - - - - - - _ _ - - - - - 6 v '' t� 5,:: ; * .1cs:;a_.: S.H.H.SHW ® EL.3.6 - - - - - - - - - - - - - - - - - - - - j B.O.E�x6RDR ': - t rxz• +Y �U� �w����� �u��������� I -2xb EX.RIM J015T I-2xb EX.RIM J015T I-2xb EX.RIM J015T I-2xb EX.RIM J015T 2x6 EX.RIM 61157 LI T OF EXIST.PORCH ABV 2xb EX.RIM J015T -'�: *axzr : :_ :q°n-'" =x:: - moi._ ���.��w��w�w��w�����v U5E MODEL NO. H855 (U.O.NJI / 111 4 \iDENOTES EXISTING 8 TIMBER GLUB (L14 1111 11`11;.,,,:,,:,,' ` .' ,, -° • M.H.W.@ EL.3.2' 2. ALL GIRDERS (GLUB HOUSE AND PORCH,EXISTING HOl15E PILE (TO REMAIN) PROP.IDBL 3x8 GCA` -' h '=1 -' L EXP05ED BULKHO VARIES I `=.k I TRIM EXIST. PILE TO REPLACE EXIST.EXTEND " <` I AND NEWLY REPLAGED) SHALL BE STRAPPED TO I O N GLR" 13 I - - - - - - - - Z Z -� WOOD POST TO TO OUTSIDE E.O.BULKHEAD 1 ' - I.I' PILES (U,O.N.) WITH 51MP50N 5TAINLE55 STEEL 0-- - - - - - - - - - - - - - - - - O DENOTES PROPOSED 10"� GGA TIMBER W O (S) 9 AGGOMMODATED PILE(112'LONG) I 4 a' 4 xo.4' HURRICANE STRAPS. USE MODEL NO. MTSA__55, I PROPOSED VINYL SHEATHING '`� PILE/WHALE/5HEATHING/FOLLOWER WHALFJSHEATHING/FOLLOWER C.ONNECTIO TYP 12"GLEAR 1 PILES, 15' LG FOR PROP05ED MID-51LL LL O N i I 'd? x0.0 M.L.W.@ EL.0.0' LENGTH VARIES PER CONDITION. SEE DETAIL 'D2', , _ GONNEGTION TO BE FASTENED® EACH TO BE FA5TENED @ I6'O.G. I FROM E.O.PORGH LL Q I (2) 3x8 6ROR5 D D I ���^ ` -` 5HOREOUARD 62,, BULKHEAD AND STRUCTURAL REPAIR OF 5 EX,8"d PILE 6 I I TH15 5HT. OGGURRENGE U5E%"GALV.THRU BOL U5E %4'6ALV.THRU BOLT(APPROX 24" TO E.O.FOLLOWER I CLUBHOUSE U � (TO REMAIN UNTIL INDICATED) I I I 3. ALL DOUBLE GIRDERS (PORCH REPAIR 2-3x8) I 10' HIGH x 10" DEF',' x ±133' LIN FT I (APPROX 36" L6),WASHERS(HEAD ANd L6),WA5HER5(HEAD AND END)AND NUT SHOWN W/BULKHEAD WOOD GAP REMOVE (QTY - 26 PG5) - LL I SHALL BE CONNECTED WITH LEDGER LOCK OR ' END) AND NUT V MAINTAIN 12 CLEAR SPACE FROM E06E OF I EPDXY COATED SCREWS, NO NAILED GONNEGTION5. O DENOTES PROP05ED 10"0 GGA TIMBER O PORCH TO EDGE OF FOLLOWER, TYPICAL I 4. ALL BRIDGE 61RDER/ J015T CONNECTIONS SHALL -A 0 A B C D WEST E F G H J PILES, I8' L6 FOR PROP05ED FOOT Z 11 j PROPOSED MID-51 BULKHEAD: f LL BE STRAPPED W/5IMP50N 5TRONG-TIE 5TAINLE55 BRIDGE (QTY - 20 PG5) V1 Z 1 - EXTENDED BULKHEAD GAP TO MEET LE06ER BD 6 I 1 i I PROP05ED 1133 LIN FT VINYL BULKHEAD W/WOOD GAP STEEL TW15T 5TRAP5. U5E MODEL NO.MT5MI655 Q PORCH PILES: UNTREATED CAI°, ±3411 L6 L i SEE PLAN VIEW FOR LOCATION (5EE 5HT. USE 2 FASTENERS ON EACH EMD OF GAP FOR BR DGE) 3, 'ENLARGED ELEVATION @TIMBER COLUMN 10 LEC END: v � CONNECTION TO LEDGER, FOLLOWER AND WHAL I I 5. USE 5TAINLE55 STEEL FASTENERS WITH ALL STRUGTURAL REPAIR PLAN FOR EX I ST I NC GLUBHOUSE, POr'GH FOUNDATION AND ® ID FOR EXISTING PILE GRID 51MP50N 5TAINLE55 STEEL CONNECTORS. PROP05ED PORCH DOUBLE GIRDER CONNECTION: I 10"P x 15' L(5 CGA TIMBER PILE,FOR LOCATION SEE 6. U5E 6ALVANI ZED FA5TENER5 FOR OTHER THAN U5E 0PROPOSED MID-SILL BULKHEAD INSTALLATION fDA C5 E : BOLT TO MID-51LL PILE. USE (2) 3/4N x 16' L6 6ALV. LA6 FOUNDATION PLAN, THI5 5HT(LOCATE TO MAINTAIN W/ 51MP50N CONNECTORS, U.O.N. ® ID FOR PROPOSED PILE GRID BOLT W/ WASHER, I BOLT PER GIRDER @ PILE CRO55ING I EXISTING CLUB HOUSE PILE 6RID,TYP) 1. U5E #10 PAN HEAD 5TAINLE55 STEEL 5GfREWS FOR SCALE: 3�II= 1'-0' THRUFLOW DECKING SYSTEM (OPEN GRATE) OR AS SII PER MANUFACTURES RECOMMENDATIONS. 8. U5E Y2'm 5TAINLE55 STEEL LASS BOLTS WITH 5.5. SECTION 52 PLATES AT MID-51LL BULKHEAD AND BULKHEAD NYSDEG APPLICATION I.D.: 2 5GALE: 1/4" = 1'-0' q EXTEND510N CONNECTION 5HOWN IN ELEV 'B2',SEE 5HT No.1 of � THESE DRAWINGS AND AGGOMPANYING 5PECIFIGATION5,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR USE AND PUBLICATION SHALL BE RESTRIGTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLIGATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARGHITEGT,TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT.Vl5UAL GONTAGT WITH THEM SHALL 00145TITIM PRIMA FACIE EVIDENGE OF AGGEPTANGE OF THESE RE5TRIGTION5. 1 �- WEST CREEK / // N.Y.S. BU I LD I NC GORE o o p� ibb' (OVERALL MAXIMUM) o ° ~ f$' HANDRAILS dui 3.0 Q $ v ® / 3.6 W W SER CA CTION RR312IBULKHEADTIMBER CAP .2 HANDRAILS MUST NOT ALLOW A 4 INCH SPHERE To PA55 THROUGH a X O ~ T E v'� SEE SHT No3 FOR MORE O Q O (PITCH TO MEET EXISTING RAMP ��'. 3b"' � � N RR315.1 HANDRAILS. HANDRAIL5 HAVING MINIMUM HEIGHT OF 42 INCHES � � IL to S i Wg INFORMATION RESPECTIVELY,MEASURED VERTICALLY FROM THE NOSING OF THE TREADS,SHALL BE Imo- o ¢ r (1:12 MINIMUM SLOPE REQ'DJ PROVIDED ON AT LEAST ONE 51DE OF STAIRWAYS. ALL REQUIRED HANDRAILS SHALL z p z Q S , a 5 EA.PROP.MID-51LL BULKHEAD TT o / u, BE GONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A I0 0 ¢ U z SEE 'TYP TIMBER FOOT BRIDGE a� ---- - _ _ ---___ _ _ _ __ POINT DIRECTLY ABOVE THE TOP RI5ER OF A FLIGHT TO A POINT DIRECTLY ABOVE F' 3 iu � l�ia O a 811 SECTION" FOR GONSTR OF\� M��� tlb' OVERALL PILE DISTANCE (PILES TO BE EQUALLY SPACED) __ THE LOWEST RI5ER OF THE FLIGHT. EN05 SHALL BE RETURNED OR SHALL TERMINATE f v 9 ¢ 1.93 - - - - - ---- _ _ __ IN NEWEL P05TS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL ua v ¢ Q HAVE A SPACE OF NOT LE55 THAN 1.5 INCHES(35 MM) BETWEEN THE WALL AND THE 0 z G z 35 12 MIN HANDRAIL EXTENSION f85' SHOWN (10' O.G. MAX) E.O.EXISTING PORCH HANDRAIL. I z rr BEYOND FOOT BRIDGE �;�~ _ _ _ _ 3.0 SECTION RR315.2 HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE z p tu w `g - OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RA5PABILITY. o (3 z z F Q x5.92' v \� �� �. G3 NEW PORCH RAILINGToTYPE I. HANDRAILS WITH A CIRCULAR GRO55 SECTION SHALL HAVE AN OUT5IDE � p DIAMETER OF AT LEAST 1-1/4 INCHES(32 MM) AND NOT GREATER THAN 2 INCHES(51 - d1 D�? SEE DETAIL (THIS 5HT) OF E MEET _ "�' � w X p 3 1 3 RAILING(TYPIGALJ MM). IF THE HANDRAIL 15 NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION N m Q Q iE 10 PROPOSED OPEN-GRATE TYPE DECKING OF AT LEAST 4 INCHES(102 MM) AND NOT GREATER THAN b-I/4 INCHES(160 MM) D D Y "' Q INSTALL ON PROP05ED FOOT BRIDGE WITH A MAXIMUM GRO55 SECTION DIMENSION OF 2-1/4 INCHES(57 MM). ua m 1Q d Op 11 lu "' v w w 5.92'x w w X5.92' TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN b-1/4 INCHES(160 MM)SHALL - PROVIDE A GRASPABLE FINGER REGE55 AREA ON BOTH SIDES OF THE PROFILE. `fl .o r d 3.9 X �� E.O.EXISTING THE FINGER REGE55 SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH(IQ MM) MEASURED � O O O p � p r NN NN ON Ory O CLUB HOUSE VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH J EXISTING IM REPLACE EXISTING 5'-0" WIDE X ibb' LG FOOT OF AT LEAST 5/16 INCH(6 MM)WITHIN 7/8 INCH BELOW THE WIDEST PORTION OF THE ±3.y5' (REF) , TO REMAIN I I PROFILE. THI5 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/6 INCH(10 MM) O O O O O O O ryBRIDGE (IN PLACE), PROVIDE W/RAIL PER GODS / �p TO A LEVEL THAT I5 NOT LE55 THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST � U '. PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE WEST CREEK RECESS SHALL BE 1-1/4 INGHE5(32 MM) TO A MAXIMUM OF 2-3/4 INCHES(To MM). X FriO : p� Q� ' / I EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH(0.25 MM). LU Zw _ TIMB FOOT BRIDGE - PLAN VIEW 5GALE: Y4" = 1'-011 / i APPROX. 46 GU.YD5. OF G N SANDY FILL / / TO BE PLACED LANDWA OF MID SILL BULKHEAD (TO RA15E NATURAL GRAD FOOT BRIDGE DECKING D3 3 BENEATH GLUBHOU5E T ��. 4.09 _ MATCH'OPEN GRATE'DECKING 3 EDGE OF EXI5TIN5 i s 3.6 aQ 'OPEN GRATE' TYPE *PREFFEREDON WALK TO�STEM** 2 OR U5E 51MILAR 5Y5TEM, 5A'WIDE PROPOSED RAIL SY5TEM IM TO REMAIN 1 ��� 5GALE: NONE THRUFLOW PREMIUM DEGKI 5PEGIFIED HEREIN 4b'GLR MODIFY PER R312 -o.a \ (�) \ r MATCH SYSTEM CURRENTLY INSTALLED (OPEN GRATE) ON 'WALK TO DOCK' (SEE VIEW'E3') CRATE' • \ ��� 3 "PREFERRED BY CLIENT* i<t.42' T.O.RAIL MATCH HO'OPEN N CRATE'ALK K ^ m � m 3.2 OR USE DEC03x10 GGA RIM J015T(T1 P) z **PREFFERED SYSTEM" F� THRUFLOW PREMIUM DECKING 5Y5TEM voG � , 3x10 GGA FJ,15'OG OR U5E 51MILAR SYSTEM, .. 33 \ � � � T�� � I WIDE X 5 LONG PANELS,PART No.60-XX-I-4T m THRUFLOW PREMIUM DECKING • \ _ (IM) www.thruflow Com,I-888-418-356q ON TYP Z.92' TO.DECK SPECIFIED HEREIN � N -3.3 \ Q •• LOCAL DEALER: PORT LUMBER(RIVERHEAD,NY) - -� ��TRIM 4x4 FOR GOPAIEGTION 1- ••• EMAIL: Charlie®portlurrber Com,631-121-3842 - f.- ::- USE:2-Vit CARRIAGE BOLTS - PROPOSED 10"�GGA V - C;ST CREEK o 3\ W/WItSFER A NUT END PER POST TIMBER PILES,TERMINATE , • COLOR BY OWNER-COLORS AVAILABLE LIGHT GRAY,SEAFOAM AND MAPLE ¢ AT TA. GIRDER,TYR Q • INSTALL PER MANUFACTURERS 6UIDELINE5,5UB5TRUGTURE 15'O.G. }m PROPOSED 2-3x10 GGA . -3.5 -L6 � �� M.H.W.A EL.32' v O.A.OA.PILE LENGTH(t18'LG), -3.4 'c GIRDER W/4-1/2'mxlb"L6 II r!I ¢ o Q, ¢ 10'MIN�GOVER IN ((� X -2.6 34 \ 6ALV.THRU BOLT,TYP ;j I„I o m o o UNDISTURBED SOIL 1 X < in 1-�1 4.2 \ 1_ _ EQUAL 5PAGING BETWEEN TIMBER PILES I I • I MLl^L®EL.OA' mi m X Z W b'-6" SHOWNlo PROP05M 2xb GGA I GRADE(GREEK Fl) 10' MAX O.G. (TYPICAL) 2x4 CEDAR TOP ORO55 BRACING I O -3.6 -0.5\ ol 2x4 CEDAR BOTTOMI RAIL I T TI ELEVATION VARIES PROP05ED 2-3x10 CGA O T- -2.0 EQUAL 5PAGIN6 BETWEEN TIMBER PILES 2x2 CEDAR PICKETS PROP05M 10'(P GGA I I I I 61RDER W/4-1/2'x Ib ri -2.1 Q� TIMER PILE,TERMINATE I - GALv. THRU BOLT,TYP H Q 4x4 CGA RAILIN6 POSTS 0 TA.GIRDER� 1 ; ; ; F -2.3 BRIDGE RAILING SHALL BE INSTALLED WITH i UNDISTURBED 1. \ [�, 2x4 GGA 45° CENTER SUPPORT I i i I OV 4" (MAX) FREE SPACE BETWEEN LUMBER(TYP) ' ' ' ' I' r _ -2.1 i -3.5 q �� ENLARGED PARTIAL PL - - z �°'� �MAAG111RER 3. -3.3 2 q °° TIMBER TOOT BRIDGE I I I ' �L°50 O.A'°"A" 0.4' -2.3 I I I # M I I I I I I I I I 1 I I 5A O.A. (�) -3.1 A3 REPLACEMENT I 4• w '� 3 SCALE: 1° = lo'-o" TYPICAL RAIL DE516N N 5 ~ C� -0.a TO COMPLY WITH N.Y.S. CODE -, �_� �_� 8.0.PILE 5B f� lam, -3 q �� v \' SECTION RR312 AND RR315 m G TYP I GAL TIMBER ENGINEER: � \? xr� ¢ I Q m Q TYPIGA�L TIMBER -32 '��o \ I I I I I I I I I I FOOT BRIDGE SECTION � FOOT BRIDLE PLAN �QF NEW, h� 2'1 0.2 * E3 a NOT TO SCALE NOT TO 5GALE Q� � �T! 9� -2.6 CC w -2.5 -2.1 -1.4 2x4 GGA 45° CENTER rn ::'': : : '' 2� 3 w? 3x10 RIM JOIST.. : L F`4 O 349 Q -2.3 15:'.O.G. SUPPORT TYPICAL AT ,3 `O��• PROPOSED FOOT E`i °' ;'; \``- %ESS BRIDGE RAILING -2.3 r EACH MID POINT JEFFREY T. BUTLER, P.E. TO TERMINATE AT \ �--- 2-3xIO GGA 61RDER(TYPICAL) ___ SEAWARD EDGE OF -2.3 -2.1 - ALIGN 4x4 RAIL POSTS KITH EXISTING BULKHEAD - ��2 - %"� GALVANIZED TIMBER BOLTS TIMBER PILES BELOW(T(P) DECK SURFACE: �„(REF) W/2 WASHERS (HEAD $END) USE OPEN-GRATE TYPE DECKING Q (12" HANDRAIL EXTENSION -2'3 • 2 BOLTS /GIRDER-PILE INTERSECTION USE: 2 -Y2"� CARRIAGE iBOLTS W/ MATCH SYSTEM CURRENTLY INSTALLED -'� •' O BEYOND E.O. BRIDGE REQ'D) F�I F y2 (OPEN GRATE) ON 'WALK TO DOCK' • • m FO p� X )rjNY` ��� GIRDER OVERHANG (TYP) WASHER® NUT END PER P05T(TYP) "PREFERRED BY CLIENT"E"' G U� MAINTAIN A MIN. DISTANCE PRDP05ED THRUFLOW PREMIUM DEGKIN6 SYSTEM PROP05EP '' N EXI5TIN6 ENTRY RAMP TO B OR U5E Z O 1=00T BRIDGE TO REMAIN IN PLACE ��PFA �y� OF 6 BETWEEN GIRDERS (LANDWARD 01= EXISTING BULKHEAD) PROPOSED 10'0 GGA • IO'm GGA • 4N�4 0 LL SEE VIEWS G3 $ D3, DW6 No. I6 ID"d GGA TIMBER PILE TIMBER PILE FRAMING �I EO.PORCH TIMBER PILE ENLARGED ELEVATION �I FtooR FRAMING NOTCHPILE' Ex.RF.ovR '::' RECEIVE ORDERS -1 } 1 1 I TIMBER FOOT BRIDGE ® PORCH " ' ��-, p., N p z O REPLACE EXISTING 5 WIDE x t86 LG O . � II AVOID OVER GUTS n/ 11 _ 1_ 11 IN = 10'P CGA (TYP FOR ALL TIMBER FORT BRIDGE (IN PLACE). d �I :TIMBER PILE' < H -1 }- < D- � ' SCALE: 3/4 - I 0 � ExlsTw� PILE NOTCHING) I ,- PROVIDE RAIL PER CODE. SEE BRIDGE ® I V Z �0 �/ (- d I PROPOSED 2"x2"x4'L6 CEDAR SECTION 5HT Ib AND ENLARGED B3 PICKETS 4 MAX. OPENING PER 8312 ELEVATION 5HT 15 FOR CON5T. REQ'MNT5 I I IGLUS HOUSE 10' (REF) p„I 1_ Q I _ ( I 3 I I TO REMAIN 8'-b" (SHOWN) o I I ' APPROXIMATELY 46 GU.YD5. ' I L TO BE PLACED LANDWARDOF CLEAN ANDY IOF MID TYPICAL TIMBER FOOT -�+ I � � SILL(TO RAISE TtiE NATURAL BRIDGE PILE TRIM DETAIL Z � � � O TYPICAL RAIL DESIGN RAI I w GRADE TO EL.4A') Q V (v TYPICAL L DES 6N - G3 � i TYPICAL RAIL DESIGN i Q z � O O ( SCALE:NTS -J I - TO COMPLY WITH N.YS.GODS TO COMPLY WITH N.Y.S.CODE - TO COMPLY WITH N.YS.GO E Z m m SECTION RR312 AND RR315 5ECTION RR312 AND RR315 m m 3 SECTION RR312 AND RR31 ALIGN I W o `� T.O.ex.BULKHD •� I I I •� I I � 1 � EX15TING F.FL.EL.@ 6.0' E-+ PARKING AREA el.5bx 'q2 X5A2 FL.EL.6 6.92' v 3x10 GGA R.J. 3x10 GGA R.J. 3x10 GGA R.J. 3x10 GGA R.J. B.O.F.J.®i5.23' EX.2x10 FJ of N�WYO�K CITY LONG I�,ANn - ® - .;•.:,�...• ...•,•: _ - G R5(BEYOND)':�: A ° - S.H W. ® EL. 3.6 VI WEST CREEK S.H.W ® EL. 3.6' ti :PROP.2 3x8 GGA+� 480 1611 V p B.O.PROP.ERDR®-4.63' B.O.EX.6RDR 8OO'Z�2'� PROPOSED FOOT BRIDGE FRAMING =.:<a. -}`• �:: EXI5f.6RADE �:`_'..,. ,..; : ;''=` Z 2 3 xIO GGA GIRDERS ® EA. STRING <= '- rte -'•'` www.di netn cli.com or www.call811.com f M.H.W. 6 EL. 3.2 ( ) M.H.W. ® EL. 3.2 F:' •`= 9 Y (or other states) 3 .X.''::'::':. ': N M WEST CREEK .� 1. ��i � .�. •�` 3x10 GGA RIM $ DECK JOISTS SPACING }.. ... Z •: .'.}: :.I. ':�, :•:�.,::,'••:,'•�:; .:' ::�:�; .',::: : �: ::•: •.': .�: . ., . ., ., .. �. �. .. ., ., 1 � fX.B� PILE 'Q I. I. t.l .• .I B aw, WEST CREEK I excavators and contractors working'? n in the five boroughs of New Y R GKING MANUFACTURER. 9 PER DE M RE 9 York i n N o City and Nassau n Suffolk and Suffo Counties n Long l t es o o Island m a d ust contact -GRA E GKIN6 • Y 9 to USE OPEN TE TYP DE •: .I::�:• :. ::�:: ::�:: :: :.�':•:�':: ::�. :•:•':: : '':::•:• :. .: :: :: ::':•:•':: ':•:•'::•:�:':: :.� .'. .. .•. UNTIL L INDI A 1 .;.., .;�., .;..,'•'., .; .•;..;••..•'.•:•'.:•'.:'•.}. G TED I M.L.W. ® EL.Off } :; I b'. .. UNDISTURBED 5 Di Net 1-800-272-4480 or 811 at least 48 hours but n more h I 9 0 oet an 10 H I f. L I . VIEWS G3 $ D3 ON 5 T No.lb '. �..p... . . �f.. .I': •':• ':••�:•�•:•�': :• •: :�� :• :��:• ':•'�':• ''.• UNDISTURBED•. . 'L J 501 L J L •.I �•: ::'':•:•' :•'•:•:•:':•:'::'::':•:':•: :: :�:• :':. : • working oda s(excluding weekends and legal holidays) riot to beginning I I 50 L I } .. .. .. .. .. .. .. .. .. •. •. .. .. .. .. .} .. .. .. .. .. .. .. . } an mechanize i I. }. ., ., y d digging or excavation work to ensure underground lines I I 1 9 r9 } I I I •' � are marked.Excavators and contra •Idors can also submit locate requests IAlI }: ::' f I I I I i online through ITIC.If you do not current) use ITIC lease call fDA(5E _ x 1 I I f � I •� � � • ; ,; � I PROPOSED MID-SILL VINYL BULKHEAD 9 y �p + 2.3 -2.5 x -2.6'x -2.1'x I.': 1' EXISTING:•: I I I I I I I I U I I 8-6 (SHOWN) I i I I I r „ ' 1-800-524-7603 for more information. I I: GRADE I I I I I I I I I 5HOREGAURD 5G-625,0.385 THKxIO DPxIO H, } . I I z I PILES TO BE PLACED I ...j... 1 :: - I I'...}.. I I I I I I I I I I SEE 5HT No.4 FOR MORE INFO _I. t :::'.:. .. ..,. ,. EQUALLY ON CENTER I I For safety reasons,homeowners are strongly encouraged to call as well I �+ - }'.: '!:'•. '•. '• I . . I'' I O I I I 1 when planning an of digging on theirproperty.Homeowners can I I I I ( I (I O O.G. MAX) 1 1 P 9 Y type 99 9 N 1 - I I I O x y L6. GGA TIMBER PILE PROP. (Zo) IONO x 18 GGA TIMBER PILES �.: I I TIMB R FO O T BRIDGE - ELEVATION I I I I I I I I FOR PROP05ED MID-5ILL BULKHEAD contact us directly at 1-800-272-4480 or by calling 811,the national call DEPTH OF PENETRATION = 10' MIN. I I .'UNDI5TURBED I I I I I I I I I before you dig number.For excavation work completed on personal �I_ I I SGALE: Y4" k 1'-O" I I I I I I I (TYPIGAL OF 1b) `` IN UNDISTURBED SOIL(TYP,U.O.NJ 501E I I I I I I I I III property,it is the contractor's responsibility-NOT the homeowner's-to 3 ��i_ I I ( I I I I I SEE 5HT No.4 FOR MORE INFO 7 I I L J Li J �i� I I contact Dig Net.Having utility lines marked pdor to digging is free of charge. of � pod REPAIR CODE : REPAIR CODE CONTINUATION : 2017 NYS UNIFORM CODE : SECTION 607 ELECTRICAL U P L I F T THE EXISTING LOAD PATH WILL NOT BE ALTERED SECTION 601 GENERAL TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS 601.1 SCOPE. 607.1 MATERIAL. AND SPECIFICATIONS HAVE BEEN DRAWN IN ACCORDANCE WITH 2015 IBC AS ADOPTED Q REPAIRS AS DESCRIBED IN SECTION 502 SHALL COMPLY WITH THE REQUIREMENTS OF EXISTING ELECTRICAL WIRING AND EQUIPMENT UNDERGOING REPAIR SHALL BE ALLOWED TO GENERAL NOTES : AND AMENDED BY NYS AND THE 2017 UNIFORM CODE SUPPLIMENT PUBLISHED BY NEW s THIS CHAPTER.REPAIRS TO HISTORIC BUILDINGS NEED ONLY COMPLY WITH CHAPTER BE REPAIRED OR REPLACED WITH LIKE MATERIAL. YORK STATE. 12 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALLSTATE,MUNICIPAL,LOCAL 601.2 CONFORMANCE. 607.1.1 RECEPTACLES. ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BEST p APPROVED AS NOTED THE WORK SHALL NOT MAKE THE BUILDING LESS CONFORMING THAN IT WAS BEFORE REPLACEMENT OF ELECTRICAL RECEPTACLES SHALL COMPLY WITH THE APPLICABLE STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF ARCHITECTS SCOPE OF SUBMITTAL : �. G THE REPAIR WAS UNDERTAKEN. REQUIREMENTS OF SECTION 406.4(D)OF NFPA 70. CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. ro DATE:�7 �� B.P.# [BS3 601.3 FLOOD HAZARD AREAS. REPAIR IN ACCORDANCE WITH EXISTING BUILDING CODE-IBC 2015. 1 607.1.2 PLUG FUSES. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES i�l � IN FLOOD HAZARD AREAS,REPAIRS THAT CONSTITUTE SUBSTANTIAL IMPROVEMENT THE BUILDING IS IN NEED OF REPAIR AND UPDATING FROM NORMAL USE. FEE: b� BY: SHALL REQUIRE THAT THE BUILDING COMPLY WITH SECTION 1612 OF THE PLUG FUSES OF THE EDISON-BASE TYPE SHALL BE USED FOR REPLACEMENTS ONLY WHERE MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT NOTIFY BUILDING DEPARTMENT AT INTERNATIONAL BUILDING CODE,OR SECTION R322 OF THE INTERNATIONAL THERE IS NO EVIDENCE OF OVER FUSING OR TAMPERING PER APPLICABLE REQUIREMENTS of OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT THE BUILDING HAS BEEN EVALUATED BY JEFFREY T.BUTLER,P.E.,P.C. 765-1802 8 AM TO 4 PM FOR THE RESIDENTIAL CODE,AS APPLICABLE. SECTION 240.51 OF NFPA 70. REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. FOLLOWING INSPECTIONS: 607.1.3 NON-GROUNDING TYPE RECEPTACLES. 3. CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND z 1. FOUNDATION - TV REQUIRED SECTION 602-BUILDING ELEMENTS AND MATERIALS FOR REPLACEMENT OF NON-GROUNDING TYPE RECEPTACLES WITH GROUNDING TYPE EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL CODE REVIEW : FOR POURED CONCRETE RECEPTACLES AND FOR BRANCH CIRCUITS THAT DO NOT HAVE AN EQUIPMENT GROUNDING BE OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FORA PERIOD OF ONE YEAR 2. ROUGH - FRAMING & PLUMBING 602.1 EXISTING BUILDING MATERIALS. CONDUCTOR IN THE BRANCH CIRCUITRY,THE GROUNDING CONDUCTOR OFA FROM THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. OCCUPANCY CLASSIFICATION:A3 3. INSULATION MATERIALS ALREADY IN USE IN A BUILDING IN COMPLIANCE WITH REQUIREMENTS OR APPROVALS IN EFFECT AT THE TIME OF THEIR ERECTION OR INSTALLATION SHALL GROUNDING-TYPE RECEPTACLE OUTLET SHALL BE PERMITTED TO BE GROUNDED TO ANY TYPE OF CONSTRUCTION:VB(NON-SPRINKLERED) 4. FINAL - CONSTRUCTION NUST ACCESSIBLE POINT ON THE GROUNDING ELECTRODE SYSTEM OR TO ANY ACCESSIBLE POINT 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, BE COMPLETE FOR 00. BE PERMITTED TO REMAIN IN USE UNLESS DETERMINED BY THE CODE OFFICIAL TO ON THE GROUNDING ELECTRODE CONDUCTOR IN ACCORDANCE WITH SECTION 250.130(C)OF TECHNIQUES,SEQUENCES OR PROCEDURES,OR FORTHE SAFETY PRECAUTIONS AND RENDER THE BUILDING OR STRUCTURE UNSAFE OR DANGEROUS AS DEFINED IN U PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE ALL CONSTRUCTION' SHALL MEET THE CHAPTER2 NFPA 70. EXISTING HEIGHT:NO CHANGE REQUIREMENTS OF THE CODES OF NEW FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH YORK STATE. NOT RESPONSIBLE FOR 602.2 NEW AND REPLACEMENT MATERIALS. 607.1.4 GROUP I-2 RECEPTACLES. THE CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR EXISTING STORIES:NO CHANGE DESIGN OR CONSTRUCTION ERRORS. EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS NON--"HOSPITAL GRADE"RECEPTACLES IN PATIENT BED LOCATIONS OF GROUP I--2 SHALL BE THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE EXISTING FLOOR AREA: LOWER=NO CHANGE PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. REPLACED WITH"HOSPITAL GRADE"RECEPTACLES,AS REQUIRED BY NFPA 99 AND DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN LIKE MATERIALS SHALL BE PERMITTED FOR REPAIRS AND ALTERATIONS,PROVIDED ARTICLE 517 OF NFPA 70. CONSENT OF THE ENGINEER NO DANGEROUS OR UNSAFE CONDITION,AS DEFINED IN CHAPTER 2,IS CREATED. o COMPLY WITH ALL CODES OF HAZARDOUS MATERIALS,SUCH AS ASBESTOS AND LEAD-BASED PAINT,SHALL NOT BE 607.1.5 GROUNDING OF APPLIANCES. 5. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS N USED WHERE THE CODE FOR NEW CONSTR.WOULD NOT PERMIT THEIR USE IN FRAMES OF ELECTRIC RANGES,WALL MOUNTED OVENS,COUNTER MOUNTED COOLING UNITS, INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION, DESIGN CRITERIA : NEW YORK STATE & TOWN CODES BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. CLOTHES DRYERS AND OUTLET OR JUNCTION BOXES THAT ARE PART OF THE EXISTING ETC.)AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AS REOUI RFD AND CONDITIONS OF BRANCH CIRCUIT FOR THESE APPLIANCES SHALL BE PERMITTED TO BE GROUNDED TO THE AUTOMOBILE LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE BUILDING CODE: 2015 EXISTING BUILDING CODE,2015 IBC WITH 2017 NYS SUPPLEMENT SECTION 603 FIRE PROTECTION GROUNDED CIRCUIT CONDUCTOR IN ACCORDANCE WITH SECTION 250.140 OF NFPA 70. ENGINEER SHALL BE A NAMED INSURED ON ANYAND ALL POLICIES. BUILDING RISK: NORMAL(RII) " 603.1 GENERAL. n I i ROOF DEAD LOAD: REPAIRS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE SECTION 608 6. OMITTED SUPERIMPOSED: 2.55 PSF PROTECTION PROVIDED. MECHANICAL(OMITTED)� COLLATERAL: 5.00 PSF� SOUTHOLD TOWN TRUSTEES 7. OMITTED ROOF LIVE LOAD: 20.00 PSF NO REDUCTION N.Y.S.DEC SECTION 604 MEANS OF EGRESS SECTION 609 604.1 GENERAL. PLUMBING(OMITTED) 8. OMITTED SNOW: REPAIRS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF PROTECTION GROUND SNOW LOAD: 20.00 PSF o PROVIDED FOR THE MEANS OF EGRESS. 9. OMITTED SNOW LOAD IMPORTANCE FACTOR: 1.00 SECTION 605 ACCESSIBILITY 10. OMITTED SNOW EXPOSURE FACTOR: 1.00 THERMAL FACTOR: 1.00 �u OCCUPANCY OR 605.1 GENERAL.REPAIRS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL 11. ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS of THE OF ACCESSIBILITY PROVIDED. WIND: N.Y.B.F.U.AND A N.Y.B.F.U. CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE USE IS UNLAWFUL COMPLETION OF THE JOB. ULTIMATE WIND SPEED: 130.00 MPH SECTION 606 STRUCTURAL NOMINAL WIND SPEED: 103 MPH (IBC SECTION 1609.3.1) WITHOUT CERTIFICATE12. OMITTED SERVICEABILITY WIND SPEED: 79 MPH [BS] 606.1 GENERAL. WIND EXPOSURE CATEGORY: C OF OCCUPANCY STRUCTURAL REPAIRS SHALL BE IN COMPLIANCE WITH THIS SECTION AND SECTION INTERNAL PRESSURE COEFF: 0.18/-0.18 601.2.REGARDLESS OF THE EXTENT OF STRUCTURAL OR NONSTRUCTURAL DAMAGE, 13. DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. DANGEROUS CONDITIONS SHALL BE ELIMINATED. REGARDLESS OF THE SCOPE OF LOADS FOR COMPONENTS: REPAIR,NEW STRUCTURAL MEMBERS AND CONNECTIONS USED FOR REPAIR OR 14. OMITTED CORNER AREAS: 32.58 PSF/-35.22 PSF REHABILITATION SHALL COMPLY WITH THE DETAILING PROVISIONS OF THE OTHER AREAS:32.58 PSF/-33.65 PSF INTERNATIONAL BUILDING CODE FOR NEW BUILDINGS OF SIMILAR STRUCTURE, 15. OMITTED DRAINAGE INSPECTIONS ARE REQlI1nEp PURPOSE AND LOCATION. :. 16. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL THERMAL CLIMATE ZONE: 4A Contact TOS Engineering at 765-1560 before [BS] 606.2 REPAIRS TO DAMAGED BUILDINGS. REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY t \ Backfill, OR Provide Engineer's Certification REPAIRS TO DAMAGED BUILDINGS SHALL COMPLY WITH THIS SECTION. ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT , that the drainage has been installed to Code. EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER (� 6"DIA. U- BS] 606. S FOR LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE. 17. THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE INSPECTIONS TYPE V WOOD FRAME FOR DAMAGE LESS LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE,THE DAMAGED ELEMENTS SHALL BE PERMITTED TO BE RESTORED TO THEIR PRE-DAMAGE AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER,CONTRACTOR OR CONSTRUCTION BASED ON SECTION 602 OF THE BCNYS LOCAL BUILDING DEPARTMENT. CONDITIOv. , [BS] 606.2.2 SUBSTANTIAL STRUCTURAL DAMAGE TO VERTICAL ELEMENTS OF THE TRUES-S Pt1`CAR®Ilti�FtEQU�R�D LATERALFORCE-RESISTING SYSTEM. A BUILDING THAT HAS SUSTAINED REFLECTIVE RED PANTONE fn SUBSTAN'IAL STRUCTURAL DAMAGE TO THE VERTICAL ELEMENTS OF ITS LATERAL (PMS# 187) - n j < FORCE-RF3ISTING SYSTEM SHALL BE EVALUATED IN ACCORDANCE WITH SECTION 1-�- 606.2.2.1 AVD EITHER REPAIRED IN ACCORDANCE WITH SECTION 606.2.2.2 OR REPAIRED FR N 0 6 �- AND REHABILITATED IN ACCORDANCE WITH SECTION 606.2.2.3 DEPENDING ON THE I = r *,1 RESULTS OF THE EVALUATION. REFLECTIVE WHITE FLOOD;F '. STROKE 141 1- _V n ✓ 6_ Ly w i�i cwi OTM. `4.0` EXCEPTIONS: d- �L" ��V,,A I F- ► 94CC7 r i l 1. BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY A,B,OR C WHOSE co � n SUBSTANTIAL STRUCTURAL DAMAGE WAS NOT CAUSED BY EARTHQUAKE NEED SIGN FOR WOOD FLOOR AND d) NOT BE EVALUATED OR REHABILITATED FOR LOAD COMBINATIONS THAT INCLUDE EARTHQUAKE EFFECTS. ' WOOD ROOFING FRAMING m z d) 2. ONE-AND TWO-FAMILY DWELLINGS NEED NOT BE EVALUATED OR REHABILITATED FOR LOAD COMBINATIONS THAT INCLUDE EARTHQUAKE EFFECTS. [BS] 606.2.2.1 EVALUATION.THE BUILDING SHALL BE EVALUATED BY A REGISTERED Lu fn TRUSS IDENTIFICATION SIGN: DESIGN PROFESSIONAL,AND THE EVALUATION FINDINGS SHALL BE SUBMITTED TO THE CODE THE EVALUATION SHALL ESTABLISH WHETHER THE DAMAGED BUILDING, IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION SHALL I� IF REPAIRED TO ITS PRE-DAMAGE STATE,WOULD COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE FOR LOAD COMBINATIONS THAT INCLUDE BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFI3IDD TO IIID WIND OR EARTH-QUAKE EFFECTS,EXCEPT THAT THE SEISMIC FORCES SHALL BE THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN COMPLIANCE REDUCED INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES. WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION [BS] 606.2.2.2 EXTENT OF REPAIR FOR COMPLIANT BUILDINGS. IF THE EVALUATION AND/OR TIMBER CONSTRUCTION. ESTABLISHES THAT THE BUILDING IN TTS PREDAMAGE CONDITION COMPLIES WITH THE PROVISIONS OF SECTION 606.2.2.I,THEN THE DAMAGED ELEMENTS SHALL BE PERMITTED TO BE RESTORED TO THEIR PREDAMAGE CONDITION. 606.2.2.3 EXTENT OF REPAIR FOR NONCOMPLIANT BUILDINGS. IF THE EVALUATION DOES NOT ESTABLISH THAT THE BUILDING IN ITS PREDAMAGE CONDITION COMPLIES WITH THE PROVISIONS OF SECTION 606.2.2.I,THEN THE BUILDING SHALL BE REHABILITATED TO COMPLY WITH THE PROVISIONS OF THIS SECTION.THE WIND LOADS FOR THE REPAIR AND REHABILITATION SHALL BE THOSE PROJECT: REQUIRED BY THE BUILDING CODE IN EFFECT AT THE TIME OF ORIGINAL X I S T I N G O N D I T I O N S FOR: CONSTRUCTION,UNLESS THE DAMAGE WAS CAUSED BY WIND,IN WHICH CASE THE WIND LOADS SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. THE SEISMIC LOADS FOR THIS REHABILITATION DESIGN SHALL BE THOSE REQUIRED K I MOC ENOR POINT CO I NT BY THE BUILDING CODE IN EFFECT AT THE TIME OF ORIGINAL CONSTRUCTION,BUT CLUB HOUSE NOT LESS THAN THE REDUCED INTERNATIONAL BUILDING CODE LEVEL SEISMIC FORCES. SOUTHOLD, NEIN YORK [BS] 606.2.3 SUBSTANTIAL STRUCTURAL DAMAGE TO GRAVITY LOAD-CARRYING COMPONENTS. GRAVITY LOAD CARRYING COMPONENTS THAT HAVE SUSTAINED SUBSTANTIAL STRUCTURAL DAMAGE SHALL BE REHABILITATED TO COMPLY WITH THE APPLICABLE PROVISIONS FOR DEAD AND LIVE LOADS IN THE INTERNATIONAL BUILDING SNOW LOADS SHALL BE CONSIDERED IF THE SUBSTANTIAL STRUCTURAL DAMAGE WAS SCOPE OF ^l I ORK CAUSED BY OR RELATED TO SNOW LOAD EFFECTS. UNDAMAGED GRAVITY Y Y LOAD-CARRYING COMPONENTS THAT RECEIVE DEAD,LIVE OR SNOW LOADS FROM REHABILITATED COMPONENTS SHALL ALSO BE REHABILITATED IF REQUIRED TO REPAIR GODS AND NOTES COMPLY WITH THE DESIGN LOADS OF THE REHABILITATION DESIGN. [BS] 606.2.3.1 LATERAL FORCE-RESISTING ELEMENTS. REGARDLESS OF THE LEVEL OF DAMAGE TO GRAVITY ELEMENTS OF THE LATERAL FORCE-RESISTING SYSTEM,IF SUBSTANTIAL STRUCTURAL DAMAGE TO GRAVITY ` LOAD CARRYING COMPONENTS WAS CAUSED PRIMARILY BY WIND OR SEISMIC EFFECTS,THEN THE BUILDING SHALL BE EVALUATED IN ACCORDANCE WITH SECTION 606.2.2.1 AND,IF NONCOMPLIANT,REHABILITATED IN ACCORDANCE WITH SEAL 8 SIGNATURE DATE: 03-21-2011 SECTION 606.2.2.3. E OF PROJEGT No: 150001 ExcEPTloNs: * 5 FFBE T DRAWING BY: RAG 1. BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY A,B,OR C WHOSE GHK BY: JTB SUBSTANTIAL STRUCTURAL DAMAGE WAS NOT CAUSED BY EARTHQUAKE NEED m G� NOT BE EVALUATED OR REHABILITATED FOR LOAD COMBINATIONS THAT INCLUDE DWG No: EARTHQUAKE EFFECTS. a 2. ONE AND TWO-FAMILY DWLGS NEED NOT BE EVALUATED OR REHABILITATED FOR p LOAD COMBINATIONS THAT INCLUDE EARTHQUAKE EFFECTS. 34 ' I O O O O [BS] 606.2.4 FLOOD HAZARD AREAS. O,o 93 O�� SSI O IN OWED HUMAN AREAS,BUILDINGS THAT HAVE SUSTAINED SUBSTANTIAL DAMAGE GADD FILE No: SHALL BE BROUGHT INTO COMPLIANCE WITH SECTION 1612 OF THE INTERNATIONAL 150001 1 Of 2 BUILDING CODE,OR SECTION R322 OF THE INTERNATIONAL RESIDENTIAL CODE,AS APPLICABLE. SCOPE OF WORK: 0 NOTATED LINE ITEMS - 4 I. TEMPORARILY RELOCATE ELECTRIC METER AND 5ERVIGE PANEL. ° 2. RECORD THE EXISTING DIMENSIONS AND GON5TRUGTION DETAILS OF THE STORAGE LOGKER5, Q PANEL ROOM AND SIDE ROOM FOR MATERIAL, FINISH AND MILLWORK TO BE MATCHED Q AND/OR REPLACE IN KIND LATER IN THE PROJECT. REVIEW EXISTING CONDITIONS SKETCHES a EAST SIDE WITH THE OWNER PRIOR TO 015A55EMBLING THE STORAGE LOCKERS AND 51DE ROOM. PROPOSED MID-SILL VINYL BULKHEAD 3. NOT USED4. LABEL REMOVE, REPAIR AND STORE THE 51DE ROOM AND PANEL ROOM DOORS. STORE IN A H 2x6 GAP,3x8 61RDER5 AND 10'4)PILES, LOCATION WHICH 15 PROTECTED FROM WEATHER AND DAMAGE. REPAIRED EXISTING 'ORIGINAL' o FOR ADDITIONAL INFORMATION SEE REMOVE AND REPLACE EXI5TIN6 WINDOW5 WITH NEW APPROVED '5TRUGTURAL REPAIR PLAN'SET SEE LINE ITEM No.11 FOR PROP05ED WORK, SEE LINE ITEM No.'s 2,4,b AND 1 DOORS SHALL BE REINSTALLED BY THE CONTRACTOR AT THE GONGLU51ON OF THE PROJECT. BY JEFFREY T. BUTLER P.E.,P.G. a. SAVE FRAME, GA51NO AND ASSOCIATED TRIM FROM THE 51DE ROOM DOOR. a.a. REUSE EXISTING BOXED LATGH ON 51DE ROOM DOOR. Q DATED:REVISED: 0-7- remove and remove and b. REMOVE (10) EXISTING STORAGE ROOM DOORS AND DISCARD. SEE ITEM 10 FOR DOOR LAST REVISED: 01-28-201 K replace w/new oo replace w/new _ REPLACEMENT REQUIREMENTS. FIXED FIXED m b.a. PROVIDE NEW 5TAINLE55 STEEL DOOR HINGES (SIMILAR FASTENING PATTERN A5 m m `� N � SINGLE PANE SINGLE PANE EXI5TIN6) b.b. PROVIDE NEW STAINLESS 5 E LATGHE5 AND HA5P5 (SIMILAR IN DESIGN AND EXISTING 2-2X10 HDR.(ABOVE) FUNCTION A5 THOSE BEING REPLACED) b.c. SUBMIT HARDWARE GUT 5HEET5 FOR APPROVAL. XISTING 5. LABEL, REMOVE, REPAIR AND STORE DOUBLE FRENCH ENTRY DOORS IN A LOCATION WHICH 15 COLUMNS,6UARD5 PROTECTED FROM WEATHER AND DAMAGE. INSTALL TEMPORARY SECURITY DOORS IN THEIR I BALUSTRADE TO IN PLACE FOR THE DURATION OF THE PROJECT. REPAIRED EXI5TIN6 'ORIGINAL' FRENCH DOORS SEE LINE ITEM No.cl NDlz SHALL BE REINSTALLED BY THE CONTRACTOR AT THE GONGLU51ON OF THE PROJECT. } COMMON LINE I �G' r a. PROVIDE NEW 5TAINLE55 STEEL DOOR HINGES (SIMILAR FASTENING PATTERN AS �a EXISTING ;- EXISTING '51DE' ROOM I EXISTING) � o COVERED TO BE MODIFIED REFURBISHED REFURBI5HED REFURBISHED REFURBISHED REFUPB15HED b. PROVIDE NEW 5TAINLE-55 STEEL LATCHES AND HASPS (SIMILAR IN DE516N AND FUNCTION N Q 5TORA6E STORAGESTORAGE 5TORAGE STORAGE AS THOSE BEING REPLACED) Q PORCH LOGKER 10 LOCKER O LOGKER ® LOGKER O LOCKER © c. PROVIDE NEW 5TAINLE55 STEEL CENTER LATCH BOLTS (SIMILAR IN DESIGN AND FUNCTION o n'o" PLATE HEIGHT 3 AS THOSE BEING REPLAGED) d. SUBMIT HARDWARE GUT SHEETS FOR APPROVAL e. RE-USE EXISTING BOX LATCH z b. REMOVE AND DISCARD ALL COMPOSITE 51DINO FROM THE 5TORA6E LOCKERS AND 51DE ROOM. _ REFURBI5HED 1. DISASSEMBLE THE STORAGE AND 51DE ROOMS, RESERVING THE FOLLOWING EXISTING ITEMS AND X STORAGE W / OR MATERIAL FOR RE-U5E: EXISTING LOCKER OS o a. ALL TONGUE AND GROOVE SHEATHING FOR P0551BLE REUSE IN RECONSTRUCTING THE v STORAGE LOCKERS. p ASSEMBLY AREA b. ALL HI5TORIG 6A5 PIPING AND LIGHT FIXTURE(5). z ° c. HISTORIC CANVAS WALL COVERING ON BACK WALL OF SHOWER ROOM SHALL REMAIN IN z N REFURBISHED o PLACE. Xr LO(KERR ® c.a. THE SHOWER ROOM CANVAS 51DEWALL5 AND CONCRETE FLOOR SHALL BE uJ d. PANEL ROOMDEMOLISSTAIRS. o v ;- x FOR PROPOSED WORK TO p 8. INSTALL A HEADER OVER THE DOUBLE ENTRY DOOR PRIOR TO LIFTING NORTH JACK 5TUD. INTERIOR OF THE BUILDING - SOUTH SIDE q. PORCH COLUMNS, 6UAR05, BALUSTRADE AND STAIR RAIL... EXISTING xb SEE COMMON LINE ITEM 'A'. EXISTING STAGE SoURA�GIED a. EXISTING GOLUMN5, GUARDS AND BALUSTRADE TO BE REPLACED AS REQUIRED. j, R.R. 0 22" G. m LOGKER OO b. PROPOSED COLUMN, GUARD AND BALUSTRADE TO MATGH EXISTING. _ 2Xb RIDGE _ _ _ _ _ _ _ _ c. PROP05ED STAIR RAILS AND BALUSTRADE TO BE 51MILAR IN DESIGN TO EXISTING GUARD PROPOSED I Ix '- AND DE ON PORCH. d. EEG COMMON LINE ITEM 'G' FOR FIN15H WORK. P05T5,STAIR RAIL AND BALUSTRADE WUR515HED 10. REBUILD THE STORAGE LOCKERS AND SIDE ROOM, FABRICATED TO MATCH THE ORIGINAL 5EE LINE ITEM NOA AND - z EXI5TIN6 51-101U,ROOM �- STORAGE DE51 ON. COMMON LINE ITEM 'C n, � TO BE RB-IDV=�, O N `? x 5EE LINE ITEM No7PRI0R LOCKER a. INSTALL PARTITION WALLS BETWEEN ALL 5TORAGE LOGKER5. SEE DETAIL, THI5 DRAWING TO DEMOLITION _ FOR CONSTRUCTION AND MATERIAL. zN b. FABRICATE NEW DOORS FOR STORAGE LOCKERS A5 NEEDED. THE NEW DOORS SHOULD NORTH SIDErA Da '� ��' '" MATCH EXISTING IN SIZE COLOR, STYLE AND FUNCTION. USE CEDAR OR APPROVED 5 EQUAL. Lu 11. INSTALL (2) FIXED SINGLE PANE WINDOW(5) IN EXI5TIN6 LOCATION SHOWN. WINDOW5 SHALL BE uJ tY 1 `. �- p I PROP. t4.0'D x 1.0'W WOOD PLATFORM I X O o FABRICATED ON 51TE AND SHOULD MATCH EXISTING IN COLOR, STYLE AND FUNCTION. 51ZE N SHALL MATCH EXISTING WINDOW (NORTH 51DE OF BUILDING). (BUILT OVEF:PROP. MID-SILL BILKHEAD) � 12. REPAIR CLUBHOUSE INTERIOR FLOOR AS NECESSARY ALONG THE WEST WALL. X AND t2'0 x 7.0'W WD STEPS. 3q'b" 4'q" a. IN THE GA5E WHERE REPLACEMENT OR PARTIAL OF BOARDS 15 NECESSARY, LJ < CONSTRUCT STEP5 AND RAIL TO CODE CONTRACTOR SHALL THE MATCH WIDTH, THICKNESS, COMMON LENGTH AND SPECIES OF FOR ADDITIONAL SEE 51TE PLAN BYq' q" REPAIR INTERIOR FLOORING JEFFREY T. BUTLER P.E., P.G. - W THE EY.ISTING FLOORING. m SEE LINE ITEM No.l2 b. SUBMIT MATERIAL GUT SHEET FOR FOR APPROVAL. ;n EXISTING PANEL ROOM 13. REPAIR DOLBLE FRONT DOOR TRIM AND RE-HANG THE RE-FURBISHED DOUBLE FRENCH DOORS. O II'O" PLATE HEIGHT EXIST. 7-16 x 41"DH TO BE RELOCATED, {v 5EE LINE ITEM Nal COVED AND REPLACED TIMBER FOOT BRID6E -V m 4'5" N p 14'0" q'3" Il'T" FOR ADDITIONAL INFORMATION SEE APPROVED (Y tw N +b N STRUCTURAL REPAIR PLAN'DRAWING SET _ m O O Z CV BY JEFFREY T.13UTLER P.E.,P.G. qD EXISTING DOUBLE FRENCH ENTRY DOORS EXISTING DATED: 01-25-2016, X COLUMN5, GUARDS AND BALU5TRADE SEE LINE ITEM No. 5,8 AND 13 COVERED LAST REVISED: 07-28-2018 COMMON LINE ITEMS - o w ° w � TO REMAIN. SEE LINE ITEM No.q AND PORCH I m Z CS) COMMON LINE ITEM 'C' A.REFA5TEN EX15TING CLUBHOUSE WALLS TO FLOOR FRAMING WHERE NEGE-55ARY AROUND THE Q EXISTING 2-2x10 HDR.(ABOVE) ENTIRE PERIME=TER OF THE CLUBHOUSE AND THE WE5T INTERIOR WALL OF THE 51DE ROOM A.A. USE 5TA,�LE55 STEEL FASTENERS Lu (� m A.B. SUBMIT H/�RDWARE GUT 5HEET5 FOR APPROVAL. ,�/ `p m , 2 3/4" B. REIN5TALL/REPAIR DAMAGED GOMP051TE SIDING WHERE NECESSARY. G. PAINT THE ENTIRE 5TRUGTURE EXTERIOR. cv j D. TOUGH-UP INTERIOR PAINT. (BENJAMIN MOORE #BOb, BREATH OF FRESH AIR) U— o 00 MODIFIED TIMBER DOCK FOR ADDITIOKk INFO. WEST SIDE SEE APPRO(ED STRUCTURAL R.LEPUR PLAN' EXISTING COLUMNS,GUARDS AND BALUSTRADE DRAWING 51113y REPLACE ROTTED A5 REQUIRED. SEE LINE ITEM No.q JEFFREY T.6U n_H P.E.,P.G. DATED:01-24:2016, AND COMMON LINE ITEM 'G' PROPOSED LAST REVISED:0.28-201b P05T5, 5TAIR RAIL AND BALUSTRADE FOR PROP05ED WORK TO EXTERIOR OF THE BUILDING SEE LINE ITEM No.q AND SEE COMMON LINE ITEM'S 'B', 'G',AND V. COMMON LINE ITEM 'G' EXISTING FLOOR PLAN (BUILT OVER PROPOSED MID-5 PLATFORM PROJECT: AND PROPOSED MODIFICATIONS BULKHEAD) AND i5'0 x 7.O'w WD STEPS. CONSTRUCT STEPS AND RAIL TO CODE E X I ST I NIC GOND I T I O N5 FOR: SCALE:%4" = 1'-0" FOR JEFFREY T. BUTLERONAL EP.E.,I P. GAN BY K I MOO ENOR POINT 2 3/4" CLUB HOUSE 2 3/4" , q I/2 , II T 11' 10 l 101, D °' D 2" SOUTHOLD, NEW YORK 55' 5 1/2" 55' 11" REFURBISHED NEW SGOPE OF WORK � STORAGE LOCKER DOORS . EXISTING TO EX I STI N(5 FLOOR PLAN o (TYP) _ WITH PROPOSED MOD I F I GATI ON5 (� J OW w REFURBISHED w z STORAGE LOCKER CD z NEW INTERIOR PARTITION WALLS SEAL a SIGNATURE DATE: 03-21-201q IN51DE STORAGE LOCKERS (TYP): �pF NSA PROJEGT No: I5000a uu (To MATCH EXI5TIN6 GON5TRUGTION) ���EY T. y0DRAWING BY: RAG T46 SOUTHERN YELLOW PINE BOARD * ��` * GHK BY: JTB (FOR VERTICAL PARTITION) BOTTOM CONNECTION: mv�+ w DWG No: 2x2 CLEAT ON FLOOR TOP CONNECTION- ATTACH ECTION: 2 ATTACH TO ROOF RAFTER ABOVE o A - 101 .00�� 90,1'Es st0NP� PROPOSED CONSTRUCTION Oa STORAGE LOCKERS GADO FILE No: 2 of 2 I5000GI SCALE: %2" = V-0"