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HomeMy WebLinkAbout44718-Z o�SUFFoc,(�oG Town of Southold 7/17/2023 yam` P.O.Box 1179 CO o - ,c{ 53095 Main Rd y�ol �aor}'� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44289 Date: 7/15/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Pvt Rd Off E End Rd,Fishers Island SCTM#: 473889 See/Block/Lot: 5.-1-7.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/31/2020 pursuant to which Building Permit No. 44718 dated 2/20/2020 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: additions and alterations to existing single family dwelling as applied for. The certificate is issued to vanHengel,Maarten&Claudia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-19-0107 10/18/2021 ELECTRICAL CERTIFICATE NO. 44718 9/28/2021 PLUMBERS CERTIFICATION DATED AuthdKed Signa e O�SUFF .Q� TOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 44718 Date: 2/20/2020 Permission is hereby granted to: vanHengel, Maarten & Claudia 2 Evergreen Way Sleepy Hollow, NY 10591 To: construct additions and alterations to existing single-family dwelling as applied for per DEC & Trustees Non-Jurisdiction letters and SCHD approval. At premises located at: Pvt Rd Off E End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 5.-1-7.5 Pursuant to application dated 1/31/2020 and approved by the Building Inspector. To expire on 8/21/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $898.40 CO -ADDITION TO DWELLING $50.00 Total: $948.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25..00,Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / Date. 07 9 dD New Construction: V Old or Pre-existing Building: (check one) Location of Property: 64.S Ile, Atct' - Shed _VS-444 House No. Street Hamlet Owner or Owners of Property: MA.4,eier? 614-o V,q i I ,gr,Q .�/,2• Suffolk County Tai Map No 1000, Section ©OS Block Lot 7,SI_ Subdivision Filed Map. Lot: t4q Permit No. l Date of Permit. Applicant: Art+"W? Health Dept, Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Apolant Signature pF SOUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �e roger.richerta-town.southold.nV.us Southold,NY 11971-0959 �Q coum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Maarten&Claudia VanHengel Address: Prvt Rd off E End Rd (811 Castle Rd) City: Fishers Island St: New York Zip: 6390 Building Permit#: 44718 Section: 5 Block: 1 Lot: 7.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Contracting License No: 4798-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 39 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 16 Smoke Detectors 8 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 24 CO Detectors 2 Sub Panel 2 A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 39 Twist Lock Exit Fixtures TVSS Other Equipment: 4-paddle fans, 3-bath fans, 5-ARC fault circuit breakers, 5-GFCI circuit breakers. Notes: Inspector Signature: Date: September 28 2021 81-Cert Electrical Compliance Form.xls - # # TOWN OF SOUTHOLD BUILDING ADEPT. `ycourm '' 765-1802 INSPECTION [FOUNDATION 1 ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( ] PRE C/O REMARKS: w DATE INSPECTOR ���Of SOUTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. G • O courm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [7- INSULATIO UGH PLBG. FOUNDATION 2ND [ CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ' ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] PRE C/O REMARKS: L VzL l-5 @ s¢ DATE d3 /� 1� INSPECTOR qLrl a0f SOUIyO� # f TOWN OF SOUTHOLD BUILDING DEPT. � • io °`ycouHtv��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY '[ I FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �• �' DATE 1111817-1 INSPECTOR Goi�-1 58d nology U Da BLt-gldw: Z Buildai- CC��-,taqt f,77� Addl T-ass 6,-q,; Sl-BE: Total He-ated Space: V to 1 u m e: Sourc-.of Ares and Volume calculatorns: Bbwve Door Test t 4A NOTES: 'Fan R1 ACH50 PASS/FAUL Outsida I Ring Peassura Date Duct Floor Sarv-sd: �Non Air', mcifer Loos- 1?q A riz@ erved' Rot in or Posit Construction:S . 10tai or Fan Date Ring Pressure FeOF!av) %,Usakags Fa H Ouisid-3 eii HancRvar Loca2hxi: r 1 Floor, 15rved: Arac-,Seftlad: Rauh In or Post Cojj,.:zrcLjc'LIon: Total or Fan Pass ior NOTES: Date Rings Pressure -/t,LeamNu-C Fall -Outside GNCB , Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation September 25, 2020 Town Hall Annex Building Town of Southold Southold, NY 11971 Attn: Michael J. Verity Chief Building Official Email: Mike.Verity(aD-town.southold.ny.us Principals Re: Van Hengel House Charles G.Brown.P,E. Private Road off East End Road James F.Norden,P.E. Amy Jagaczewski,P.E. Fishers Island, New York 06390 Pnnc'.pal Emeritus Permit No. 44718 Kenneth Gibble,F.E. Geotechnical Associate Dear Mr. Verity: David L.Freed,P.E. Strmctu al Associate GNCB Consulting Engineers, P.C. (GNCB) is the Engineer of Record for the Richard A.Centcta,P.E. Van Hengel House construction project currently in progress on Fishers Island, NY. The 2-story wood framed addition to the existing house is constructed on an enclosed concrete masonry unit (CMU) crawl space foundation wall. I reviewed photos showing progress of the foundation construction work provided by Z&S Contracting (Z&S), the General Contractor. The photos show forming of the continuous concrete footings reinforced with steel rebar. The bottom of the footings are set at a minimum of 3-feet below the adjacent ground surface, frost depth, bearing on suitable granular material. Photos show the CMU wall reinforced with vertical bars and continuous horizontal bars. The concrete floor slab is reinforced with welded wire mesh. 1358 Boston Post Road P,O.Box 802 Old Saybrook,CT 0&175 Tel 860.383.1224 11 ame&nttiengineers.com gncbengineer�com s Van Hengel House House GNCB 45�� September 25, 2020 Page 2 of 2 Consulting Engineers, P.C. Anchor bolts fasten the pressure treated wood sill plate to the top of the CMU wall. The wood floor framing consists of 2x12 joists at the first floor framing level, and laminated veneer lumber LVL at the second floor framing. Z&S provided photos of typical details, where coil straps cross the roof slope change on the gambrel, with the straps fastened directly to the roof rafters. Coil straps are installed at the second floor framing level along the perimeter wall, with the coil straps spanning from the upper wall stud, across the rim board, to the lower studs. Coil straps are also installed at the first floor level and extend from the wood sill plate up to the wall stud, again fastened to the wood framing directly. On July 16, 2020, Roxanne Brown, GNCB Engineer, made a site visit to meet with the contractor and observe the structural wood framing work. The wood framing members are constructed in substantial agreement with the construction documents. The plywood sheathing had been installed. On September 22, 2020, R Brown made a follow up site visit. Installation of shear wall holdowns was substantially complete. Hurricane clips are installed at each rafter. Where there is a structural ridge beam, the roof rafters are supported with sloping seat hangers. The posts supporting the ridge beam are strapped to the beam. The attic access floor opening was framed. It is my opinion that the structural framing and foundation work is constructed in substantial conformance with the Contract Documents, and meets the building code structural requirements. Very truly, . Of,NE Charles C. Brown, P.E. `' Q� o President cc: Z&S Contracting fF ,oai�6& '� Fishers Island, NYo�ss�9N zandscontractinqCa)-gmail.com 'yam cc: Albert, Righter Tittmann Architects Boston, MA JAlbert()-artarchitects.com Gmail-Van Hengel FI NY https://mail.google.com/mait/u/0?ik=29cd8fe8b0&view=pt&seexch=... mail Z&S Contracting, Inc.<aandscontracting@gmaii.com> Van Hengel FI NY 1 message Roxanne Brown <rbrown@gncbengineers.com> Fri, Sep 25, 2020 at 10:01 AM To: "Z&S Contracting,Inc. (zandscontracting@gmail.com)"<zandscontracting@gmail.com> Cc: "JAlbert@artarchitects.com"<JAlbert@artarchitects.com> Hi, Paul: Here is the sign off letter to Michael Verity with respect to structure. It is my understanding that you will provide him with this letter when he is on Fishers Island on Monday, 9/28. Otherwise, I can email it to him directly. RB Roxanne L. Brown Engineer GNC.B � Consulting Engineers, P.C. 1358 Boston Post Road Old Saybrook, CT 06475 Tel: 860.388.1224 Ext. 131 www.gncbengineers.com rbrown@gncbengineers.com .� 09-25-20 19208 Van Hengel House FI NY Ltr to Bldg Official CCB.pdf 111K 1 of 1 9/25/2020, 11:24 AM GNCB 1• Consulting Engineers, P.C. Structural Engineering Geotechnical Engineering Historic Preservation March 19, 2021 -� ^` '° " "�� 1 11 {rT vf, , 4 : Town Hall Annex Building `I ` MAR 2 2 2021 Town of Southold Southold, NY 11971 Attn: Michael J. Verity ``+'` `'`i`'` Chief Building Official Email: Mike.Veritya-town.southold.ny.us Principals Charles C.Brown,P.E. Re: Van Hengel House James F.Norden,P.E. Amy Jagaczewski,P.E. Private Road off East End Road Principal Emeritus Fishers Island, New York 06390 Kenneth Glbble,P.E. Permit No. 44718 Geotechnical Associate David L.Freed.P,E Dear Mr. Verity: Structural Associate Richard A.Centola.P.E. GNCB Consulting Engineers, P.C. (GNCB) is the structural Engineer of Record for the Van Hengel House construction project currently in progress on Fishers Island, NY. The project is a 2-story wood framed addition to the existing house. Recently, Jacob Albert, Architect, provided GNCB with photos showing second floor framing at Bath 215. At this location, holes were made in the floor framing joists to accommodate the circular plumbing drain and water supply lines. Upon review of the framing, the design results show that the framing is acceptable. Due to the short joist span, load and hole locations, the floor framing is not compromised. 1358 Boston Post Road P 0.Box 802 Old Saybrook,CT 06475 Tel 860.388.1224 /astname@gncbengineers.com gncbengineers corn Van Hengel House House GNCB j March 2021 / Page 2 of 2 Consulting Engineers, P.C. It is my opinion that the structural framing is acceptable and meets the building code structural requirements. Very truly, CU C OF NEW Y BURT/SB9o•�,f• Charles C. Brown, P.E. President /0 cc: Z&S Contracting 6 Fishers Island, NY OFESSIONP� zandscontractingCaD-gmail.com cc: Albert, Righter Tittmann Architects Boston, MA JAlberta-artarch itects.com "I-E 0,V A,R&T Architects,Inc. 262 Washington Street,2"d floor �1 AUG - 3 2021 Boston NU 02108 (617) 451-5740 3 August 2021 OF X017 10133 Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Van Hengel house 811 Castle Road Fishers Island NY 06390 Suffolk Co. Tax Map #1000-.005-1-7.5 Building Permit #44718 Gentlemen: This is to let you know that I observed the closed-cell spray- foam insulation in exterior walls on the 15t floor and exterior walls and roof rafter bays on the 2nd floor. Photos I took of this insulation are attached. We received and attach photographs from Z&S Contracting of the closed-cell spray foam insulation in the attic walls and roof rafters, treated with intumescent paint, as well as the fiberglass batts in the lst floor joists above the crawl space and the rigid insulation on the outside of the crawl space foundation. The insulation appeared to be consistent with design and details drawn by us, and is, to the best of my knowledge, in accordance with applicable New York State codes. • �.�opnu�r . �'- ipApgy�TF���i Very truly yours, Odd D•.A6t, ��Cj • .. i � • As`i'*sir0.1 68''�oF�••�� Jacob D. Albert �• • �0n6a p`�'6 A, R & T Architects, Inc. Copy to: Z&S Contracting i � '�!. -�l A ..'may'++�-•, , • � �, +�'$ �rpt ,,� ;, .�. ,.r��`1.- -• . •CJ•Y �_ � !A / � _ ! '.ate tea•.Jf. � � 7 ,_ _ # •r `.. 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Y _ � {.:,. `..�' � ' r i`i\L .' i. � ' � f .00 46 All Or Ap tet!. �AW- Le - ti i � �� `� ' +� � . � � } s �,� �'� a �rt *. .' � �, ; ��" � t� � � fr {! '•r.. ir.,f� f ._�`w. . �w y, r �I � r.�. 1� n. ..��' + . f ♦� i�s�l, � t. � .�fi� "• �[� 4`� _ .,�. �'�T ,a a 'f+ -, �'. f ���' � .� �,`*� I. �� v t �� *! •. ,., ��` INS/ • •• _ COMMENTS too 1p i Are, • i _� � `/ �I I F ■ ®� l Ar i �7_ AMMV � r OF r � , r 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: (6 31)765-1802 Planning Board approval FAX: (631)765-9502 Survey t/ Southoldtownny.gov PERMIT NO.-., qJI'L9 Check Septic Form N.Y.S.D.E'.C. f Trustees - C.O.Application �) Flood Permit Examined '20 6 " Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: IeA" Shr l0 Approved 206 Mail to: 'z'}S �� n� T� Disapproved a/c R D. d ,K o70a2 /-716 4-5 5 -T-S1-0114 Ny Phone: L�I`-7�0 —/� -7 Expiration 20 ding Inspector 1 ,AN 3 .1 2020 APPLICATION FOR BUILDING PERMIT Date //02 ,20 o?D INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept.on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shallexpire if the work authorized has not commenced within 12 months after.the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant. r name,if a corporation) lav, fax aoa 's�ie� .Tv-la4 N1! 0439v (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor, electrician,plumber or builder 61mee# 4 444 Name of owner of premises/r Ag CIN I- GIM U44 al l�h Gl (As on the tax roll or atest deed) If ap li a co rati , "griature of duly y authorized officer (Name a title of corporat officer) Builders Licen No. All Plumbers License No 3''7�''i�es/Yl Electricians License No.- A, Other Trade's License No. 40 1. Location of land on which proposed work will be done: �� /a n House Number Street Hamlet Block ot County Tax Map No. 1000 Section 00 I L Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and irate deduuse and occupancy of proposed construction:.. a. Existing use and occupancy C mi b. Intended use and occupancy S171,r C 3. Nature of work(check which applicable):New.Building Addition ✓ AlterationRePair Removal Demolition Other Work t 4. Estimated Cost 'yam; ew. Fee (Description) 5. If dwelling,number of dwellin units (To be paid on filing this application) If garage, number of,cars g Number of dwelling units on each floor 6: If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7.' 'Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:-Front ." Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO� 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO_X, 14.Names of Owner ofpremises,Mz16 f6/,ayoP a Address phone No.li.,7/—78q;-7df,_3 Name of Architect Fl ►r�1Ix,Y1, rtfT AddresV? j �.J�k ;»� S�. PhoneNo_l-/7-%11- -7yo Name of Contractor,Z�S G,ni�i ,i. Address t?0Phone,No.1,3/-7�€- 15.a. Is this property within-100 feet of a tidal wetland or.a freshwater wetland?.*YES • v /� NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C:.PERMITS MAY BE REQUIltED. b.Is this property within 300 feet of a tidal wetland? *YES­X 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__X_ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 01 =�Ft7LZ ;I-, SAJ ID being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, . (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the'said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swo efore methis 3 .day of 20ZD otary Public 0 ' 05 2Y; 2-- e,of Applicant OZOZ 3 - 93J 4 -.Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, ! . .xesditlg at ��1 !yS• (Print property owner's name) (Mailing Address) til i:l _ do hereby-authorize. r;hoC m14ts (Agent) 6� �. ..to.to apply on My behalf to.tile .Southold Building Department. �. (Owner's Signature) (D te). (Print Owner's Name) NY �.Mi;01.2531� -�f�;,��z��:}�?nt ��s L Michael J.Domino,President QF SQ�fTyO Town Hall Annex John M. Bredemeyer III,Vice-President ,`O {�. 54375 Route 25 Glenn Goldsmith J�i P.O.Box 1179 Southold, New York 11971 A. Nicholas Krupski G Q Telephone(631)765-1892 Greg Williams A �� Fax(631) 766-6641 COUM('1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 29, 2019 Glenn Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: MAARTEN & CLAUDIA VAN HENGEL l 811 CASTLE ROAD, FISHERS ISLAND SCTM# 1000-5-1-7.5 Dear Mr. Just: This letter is in response to your October 21, 2019 letter to this office requesting a Letter of Non-Jurisdiction for the proposed project at 811 Castle Road, Fishers Island, SCTM# 1000-5-1-7.5. Upon review of the site plan for 811 Castle Road, Fishers.Island, SCTM# 1000-5-1-7.5, prepared by Maarten Van Hengel & Claudia Van Hengel dated October 8, 2019 with limits of freshwater wetlands flagged by I. Cole (C.M.E. staff), equal to C.M.E. staffs line as shown or the site plan prepared by C.M.E. dated October 4, 2005 as determined by R. Marsh and D. Lewis on September 5, 2006, re-inspe0ted and verified by Town of Southold's Board of Trustees on August 8, 2018; it is,hereby determined that a Letter of Non-Jurisdiction is warranted for a proposed 20'x38' addition to an existing single family dwelling with a dry well for additional roof drainage, a 15'x30' stone patio, to abandon existing septic line to septic tank, to install a new 1;500 gallon septic tank, to install new septic line to new septic tank, to install (2) additional leaching pools, to install an 18'x33' pool, pool equipment, pool equipment discharge ringi and pool fencing. Please be advised, however, that no�bonstruction, sedimentation, or disturbance of any kind may take place seaward of,the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward frog/ the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 . 2 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions.are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President .Board of Trustees MJD:eac NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region f SUNY d Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-03651 F:(631)444-0360 Hnvv+.dec.ny.gov- LETTER OF NO JURISDICTION FRESHWATER WETLANDS ACT November 14, 2019 Maarten and Claudia Van Hengel 2 Evergreen Way Sleepy Hollow, NY 10591 Re: Application #1-4738-04713/00001 Van Hengel Property— 811 Castle Road SCTM# 1000-5-1-7.5 Dear Mr. and Ms. Van Hengel: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the proposed addition to existing single-family dwelling, construction of a pool with accessory structures, abandonment of existing septic system, and installation of a new septic .system is more than 100 feet from DEC regulated freshwater wetlands as per the plans by CME Associates, last revised October 8, 2019. Therefore; no permit;is required,for this project pursuant to the Freshwater Wetlands Act (Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any changes, modifications or additional work to the project as'described, may require DEC authorization. Please contact this office if such activities are contemplated. a Please note that this letter does not relieve you of the responsibility of obtaining any necessarypermits.or approvals from other agencies or local municipalities. Sincerely, Laura F.'Star Permit Administrator .cc: Glenn Just (JMO Environmental Consulting) BoEH File NEYORK Department of orr'osWia+m Environmental Conservation 4Scott A. Russell ,��°Su '� 1F01KI�\4WA\TlE1K_ SUPERVISOR J � z l��l[A\NA\G]E��l[]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 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) 0❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q 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. E❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: Richard H. Strou'R161 P.E.L.S. 005 1 7 .5 11-06-2019 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 860-885-1055 rr6,ph.-N..b,,l Reviewed By: — — — — — — — — — — — — — — — — — — — Date: _ Property Address/ Location of Construction Work: — — — — _ _ — — _ _ _ — van Hengel-811 Castle Road ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — Fishers Island Stormwater Management Control Plan is Requited. 11 (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 �r� (Property Owner,Design Professional,Agent,Contractor,other) b10SUFRZIr CHAPTER ER 236 Richard H. Strouse, P.E.L.S. 5. 1 7.5 Stormwater Management Control Plan CHECK LIST NAME: oft ae Section Block Lot w i S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plea Pnm Date: ° �c The applicant must provide a Complete Explanation and/or Reason for not providing 860-885-1055 11-05-2019 dol all Information that has been Required by the following Checklist! ,rgnp,97 6, Telephone Number. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTyES 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 00 b. Total Site Acreage. X 0� c. Existing-Natural & Man Made Features within 500 L.F. X of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. __X_11=0 e. Limits of Clearing& Area of Proposed Land Disturbance. X 00 f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) g. Location of all existing& proposed structures, toads, X �� driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& X �� proposed structures. 1. Location of proposed Swimming Pool and discharge ring. X j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). 00 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. X 00 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 X �0 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. X I0� b. Construction Entrance&Site Access. _5(_1 00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X I�0 d. Leaching Structures (e. .infiltration basins,swales,etc.) X **** FOR ENGINEERING DEPARTMENT USE ONLY I, D Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 so Town!Hall'Annex Telephone(631)765-1802 54375 Maui Ro4AR 13 2020 (631) 5- s P.O.Box 1179 roger.richert(aown.sout76 �ioo�d.nv.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��b►�r�LLS �• �h l lb Date: Company Name: Name: License No.: Address: ' Phone No.: d�3`10 JOBSITE INFORMATION: (`Indicates required information) *Name: *Address: $l! Cu4c pwo ^— *Cross Street: N114. *Phone No.: Z4-5 &J/-7-—76sT7 Permit No.: -4117/8' Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 4� CSG Telephone(631)765-1802 Town Hall Annex 54375 Main Road ,� Fax(631)78.5-9502 Pi O:-BaxN � — 5 2020 N Southold, 119.71-0959 y0 � _�. ,ski: .. ..�:�•. � ...� ��p! � ���� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Dater Z Z p Ownerc� Location of:Propeity:.Sla-'Rvo. Ptd Please`take notice that the(check applicable line): New commercial or residential structure :V'I Addition.to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property'reference above will utilize (check applicable°line): Truss type construction (TT) f Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): ✓ Floor framing, including girders and beams (F) Roof framing (R). Floor and roof framing ,(FR) Signature: Name (person submitting this form): J cLco Capacity (check applicable line): f r?,VT Owner _ Owner representative -- TrussReg15.docx Effective 1/1/2015 2s U APPROX LOCATION / STRAW BALE BINDERPLAST O LIN NG NATIVEPLASTIMATERAL C LINING WIRE 4" WATER MAIN Q' oQ o� ✓ �' (OPTIONAL) 2-4 •i S-6 S-5 (' L E / MONUMENT SECTION B-B a) 0 POLE #67 / S 196.34 so• METAL STAKES ._ v t o WOOD OR NOT TO SCALE -3 y.., O L W 748.08 r',�r' 9S. .f��iy/� (2 PER BALE) 7-3 3-2 2-3 (D 0.� LL O N S 3556'00" W S 39'14'10" E �� �F���o G = ,_. W �°-' co o 25.86' `� 58.05 I UJI a ST�F �It� B (��I` 10' MIN. I(�1 13 7_6 S-' cn i CL z ,> U 25 RIGHT OF WAY FI�1E �4 ({ ({ 7-12 z-z w Q �; o 7 FOR ACCESS & UTILITIES R F VARIES � a 3 i' TO LOTS 2 & 3 geFlc ir�� I(�� , , Q t � _ �� C.)� p �` BLOCK 8 LOT 1 )F Ir '-" V = ��,, o � N PvC / �� (SEE DEED) CONSTRUCTION ENTRANCE ({` 0 ._ v w N �� J SINGLE FAMILY RESIDENCE NOT TO SCALE - - ({I 7-7 ,_i2 O w C, STUBS U) E o ,- IRON PIPE MUNICIPA._ WATER 2 . �N, � o rn PLA STIC STRAW SALE P ON SITE SEPTIC SYSTEM LINING PLAN (TYP) O ,� > co N Q IRON PIPE NOT TO SCALE 7-10 7-8A ���f?� Q M co co \\ �� w Lu M NOTES: 227.99 -_ 7-88 a-' 8-2 S $4�Srj'20" E Z_ 1, DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL N 3914'10" W _ J CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING ------------- _ r 61.96' � -___ __ PUMPS MUST BE SIZED ACCORDINGLY(7 GALLONS/TRUCK, SITE ��� - --' = Z 50 GALLONS/PUMP, PLUS MIN. V FREEBOARD). 7_g J t • 8-4 8 3 _- ��r__- _ V h N/F p 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM 8-4A t E " Q `' MAARTEN VAN HENGEL PIT AND IPROPERLY CAPACI DISPOSED OF WHEN THE PIT REACHES $_g 235.30' i _ N 84'55'20" W SINGLE FAMILY RESIDENCE 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT �+.. OF WASH WATER. MON, ^� 71'02• MUNICIPAL WATER-ON SITE 8-7 8 (FOUND) 2822240 F SEPTIC SYSTEM S 176.07 l W 251.87 � ` PROVIDE DRY WELL. (#1) • "_ ' FOR ADDITION ROOF DRAINAGE , �,� POOL EQUIPMENT LOCATION MAP SCALE 1 4.00 (SEE DETAIL) o ry� - EDGE TEST HOLE BLOCK 8, LOT 2 STAGING PROPANE OF LAWN CHERRY BY R. H. STROUSE P.E.L.S. 6/17/05 ?; AREA= 1.21± ACRES PROPOSED ADDITION MATCH FLOOR ELEVATIONS 4b .?�. �� TANK 6 CHERRY o� (VACANT LAND) WITH EXISTING RESIDENCE ^pry 10 CHERRY " •r .ry �" !'� -,,� MON. 0"- 1O TOPSOIL (SEE ARCHITECTURAL PLANS) '� r 1 •,� �,�� ° , 8 SHRUB " " ".� (FOUND) 10 - 46 SANDY SUBSOIL BASEMENT TO BE UN EN'SHED'AREA 1 ' '` Sp �. � /TYP.) 46" - 194" SILTY SANDS W SOME FINES SM .:. .. R HERR'( 14 EV. 2t) `I G 6 d" �e RETAINING WALL _ _ `LL 1 -�.\ LD A A �6... 0„ SOIL 2 Q EXISTING BOULDER - `---- - ER W ROC --� ,,-" J GRAVEL DRIVEWAY (EXISTING) _•-�. ��_ _ _ W {� 3 , ^- GARAGE -1 ?�� 4 -to _ / POOL EQUIPMENT CHERRY PLAN 35% SLOPES AND PLYMOUTH VERY BOULDER'( SOILS - 15 TO g c` i 7 r o TRENCH ' _`�---_--.. w ' I;� Z I " F �-- _ IRON PIPE ABANDON EXISTINr, --� ' DRY BUILDING r ' DISCHARGE RING J -____--__-_ \ UNE TO TANK x`37 r '-----_ PROVIDE CONCRETE X39.3rCONC ELEV. fr X39.3 ��/ 5 _ �. N� ;� BENCHMARK.- MONUMENT / �• ' WASHOUT PIT , E r _ (SEE DETAIL) j -j� „_ MAP REFERENCES EL=.35.74 i �; .= -- L__ _ !-J ���" GARDEN I / 1. SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL; BLOCK EXISTING 4 - , ► 1 f �2 ❑❑ aa❑ ❑ ) Rq�£ .,� �\ i BEDROOM RESIDENCE r 1 _ 1 l,� ' PROPOSED AREA ^' _ O❑ 1El cl:10 ❑C� 8 - LOTS 2& 3• FISHERS ISLAND NEW YORK; CHANDLER PALMER & KING; D 5?92• ✓I ! TWO STORIES 1 r ROCK J POOL- ❑❑ O�O ❑ I . " �. ' \ V?/v i 1 UNFINISHED BASEMENT r --" (TYP,) / pp p pp N NORWICH, CT.; DATE: DECEMBER 6, 1999; SCALE: 1"=40'; SHEET 1 OF 1 APPROX LOCATION � �ewgY /'� / FF ELEV. 39.7 r X39.r 18 X 33 I / ❑❑ OOH ❑❑ WATER SERVICE & �1 9 ���� \` N �0.� MON. 60.2 �i ---- _� TH 39.SILL 71 -'7 4 2.) SITE PLAN PREPARED FOR MAARTEN VAN HENGEL, JR. & CLAUDIA VAN BURIED UTILTIES 9 �3 ; w\\OUND) �,` O �STOCKPI �❑ HENGEL; BLOCK 8 LOT 3• FISHERS ISLAND NEW YORK; CME ASSOCIATES; 0 . '. ; :... OOP SED -------- r` - J 00 =� �O ❑❑ . , - _ X39.3 40-^ �❑ NORWICH, CT, DATE: 10/04/2005; SCALE: 1"=40'; SHEET 1 OF 1 � �. F- .....;..:... .. PATIO ❑❑ O 460. N --- '.:: i X38.720 PROVIDE POOL'- 0� �O ❑� STN PATIO 0• a " F ❑ 0 0 0 ❑❑ %k ROro x\30. w�< �!` j° p _/ 38 BULKHEAD 38 AK f - �� ;` ROCk FENCE SING/LOCKING 4 SELF ❑❑ O O ❑❑ NOTES QO y GATES v PROVIDE \ /. - r ►I 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED J w CONSTRUCTION � i- --� �.��( � / � '`�. .. `._-38� •3Fi' � �' 6'-6" } ENTRANCE EXISTING SEPTIC / / ��' i 20" `6 q - - - OAK) HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO 0 L.d Ur Y (SEE DETAIL) TANK-PROVIDE '' -` / \ EDGE OAK 18" � x 9 BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Q Q CAST IRON LOCKING _ i - '� 2 24" < < _ LEACHING POOL DETAIL ENGAGEMENT. C' z ELECTRIC ` OF LAWN OAK O O COVERS TO GRADE / \ Q OAK r'� ; �� NOT TO SCALE Z Z >- TRANSFORMER ` ` '� 3 \ 1 " 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON O w �/ F�� l0" PROVIDE SILT FENCE-MAINTAIN DURING vl 24" UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,� TO I- - LlIJ = ELECTRIC bi J Ex►sTwG LEACHING SOAK CONSTRUCTION-ESTABLISH AS LIMITS OF , OA ALTER AN ITEM IN ANY WAY. 0 0 �- z �.;... PANEL POOLS (2)� / 20., GRADING AND GROUND DISTURBANCE- OAK o .� j - C AREA TO BE DISTURBED p Z J J rn OAK g -- -' 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS U (POOL, PA110 & PORCH)-3850± SQ. FT. 3 �'i 10'-6" D W z 00 _ l � SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF w W Z BLOCK 8, LOT 4 & 4A / BLOCK 8, LOT 3 $ =BENHARK: TROD '�r I;,;"y, o_ / / KNOCKOUT INLET AND THE LAND SURVEYOR. (n Q 'Q >Y g (,0 OUTLET OPENINGS O 0 V) SINGLE FAMILY RESIDENCE SEPTIC EXPANSION _ 3 / R - 3.34f ACRES 2' \ / CSS 4.} COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC uj J O MUNICIPAL WATER AREA 2 POOLS 0'-��•'�- Yp \ /' RO A. b SURVEY TRIANGULATION STATION "EAST END 2". cr 0- Q m O U ON SITE SEPTIC SYSTEM Z- -- -/_ '7 1 "� o I z 0 Lu 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. I LLJ = r PROVIDE SILT FENCE-MAINTAIN PROVIDE 1500 GALLON SEPTIC Mi o in SILT FENCE DURING CONSTRUCTION- TANK AND 2 ADDITIONAL ,� �r + C4 v, + + 1000, SECTION 005, BLOCK 1, LOT 7.5. Z I•- L.L. ESTABLISH AS LIMITS OF LEACHING POOLS. SET TANK ` FO Z S 00 GAUGEWIRE FENCE (MIN. 14 GRADING AND GROUND_/ I INLET INVERT 6" ABOVE y In 6.) TOTAL AREA = 3.34±. Q" GAUGE W/ MAX. 6" MESH m_ Q SPACING) DISTURBANCE- AREA TO BE � EXISTING TANK INLET. MATCH Q DISTURBED (ADDITION AND z INLET ELEVATION OF NEW 7.) SITE IS LOCATED IN R-120 ZONE. Iw_- 10' MAX, 36" MIN. LENGTH FENCE SEPTIC SYSTEM EXPANSION)- o POOLS WITH INLET ELEVATION WLF #7 (n CENTER TO CENT POSTS DRIVEN MIN. 16" 3150± SO. FT. n3 OF EXISTING POOLS. 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL EP INTO GROUND N " WLF #6 \ CAST CONCRETE COVERS-/ SYSTEM. I � � PROVIDE 4 CAST IRON PIPE W/CLEAN-OUT 2 FT. FROM y y y y FOUNDATION WALL PLAN 9.) ELEVATION BASE- APPROX. NAVD88. WLF #5 N F FIDCO CAPACITIES A B C WLF #8 (GOLF COURSE) 250 GAL 61" 51" 48" s� _ ri ,. I..l y HEIGHT OF FILTER = 16" MIN. =�n. .i� 4 C0':`) )~ �'�"., , _ 'La 1 �b:tsiTa. L , W y yUMITS 'LSF FRESHWATER 1500 GAL 69" 59" 56" WLF #4 4 eR 4§+irrd *f nr 5; WETLANDS AS FLAGGED •T. 4 �•^ *+� �, ( m = i/� #.4 �...a.:. T r.. A s R._t<r»I,0,-(":�'.',4,I.T, ill `�.�1, i �!z l 11 BY I. COLE C.M.E. ST 85 x :.-. �• ., icz,c , ( � PROVIDE RISERS AND LOCKING .yalz�I..d":T"t��<:.r-T,�i I";,�,>���„Ik>�a.,,.�;;?,. oma' 6" MIN "THE NYS REGULATED FRESHWATER 4 x 4 12.6/12.6 CAST IRON COVERS TO GRADE WETLAND BOUNDARY (S EQUAL TO GA. WIRE MESH 6 x 6 6/6 GA. AT INLET AND OUTLET O- y � f-o Z I .s ! 2'�. lFouNO, W W y CME STAFFS UNE AS SHOWN ON THE ] WIRE MESH f✓7 SITE PLAN PREPARED BY CME DATED / ;� ;. y}�r ;0 �, WLF 3 10/04/05 AS DETERMINED BY R. MARSH 24" Z rl N PERSPECTIVE VIEW WLF ,{I1 WLF #2 # AND D. LEWIS ON 09/05/06". t�Ov :1r, ..s � ,lz�; - . I:' `:t)")�':5 C) w ` ' REINSPECTED AND VERIFIED BY TOWN INLET 'e OF SOUTHOLD TRUSTEES-08-08-2018 3 VENT--� OUTLET 1.7N ;3`�?�S'flSavE1:"�I�AI� r°:'O",1[)1',71"0; A,`}':,:�:VAL j - 0 0 WOVEN WIRE FENCE (MIN, 14 1/2 GAUGE W/ MAX. 6" MESH W W W W W y y y LIQUID LEVEL ( � SPACING) WITH FILTER CLOTH 4"OUTLET. o 1 CONTINUOUS HOT p Q mi ASPHALT SEAL BAFFLE > N 36" MIN, FENCE POST o y y y y y W '-4" SCHED_ 40 U W a, N INLET BAF�LE ' UNDISTURBED FLOW-_ GROUND DEFLOECTOR ~ � Q ao 60' COMPACTED SOIL=- Z = o ��- - EMBED FILTER CLOTH \i \ w o �;�; o CROSS SECTION o A MIN. OF 6" IN GROUND Z 4" ]2501 500 GALLON W PROPOSED �ECTtON VIEW ADDITION ROOF LEADER 2 COMPARTMENT SEPTIC TANK Q w CONSTRUCTION SPECIFICATIONS MON. OR COVERED NOT TO SCALE I- = o SITTING AREA AT POOL Q < m 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE 4" PVC WYE M M TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR OVERFLOW � � HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES U 4" PVC CUT m LEGEN o I I � I I cli o SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. TO LENGTH OVER6" SOIL DRYWELLO�R O o p _� BUILDING SETBACK LINE BLOCKS AND CATCH 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE SEPTIC SYSTEM DESIGN UP-GRADE FOR BEDROOM RESIDENCE Z,aa� + BASIN GRATE TO GRADE w Z z Z Y OVER BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER PROVIDE AN ADDITIONAL 1500 GALLON REINFORCED PRECAST 6fj'Jf� FILTER FABRIC f (NEENAH R-2525-F) OR EQUAL TH# TEST HOLE Of UO w � = UO J FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. d. m D D U U L� 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIRCFENCE, OR APPROVED CONCRETE SEPTIC TANK (SEE DETAIL)- Loll. S N/F NOW OR FORMERLY EQUIVALENT. IN SERIES WITH EXISTING 1000 GALLON TAIIK- TOTAL TANK CAPACITY 2500 GALLONS. 90• SEND p p 0 0 ® __ _ _ _ DATE: Og OS 2019 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN PROVIDE 2 NEW LEACHING POOLS- , C� © 0 OO O 36 EXISTING CONTOURS "BULGES" DEVELOP IN THE SILT FENCE. ROOF AREA= 640 SF 4" SDR 35 PVC CONNECT TO EXISTING DISTRIBUTION BOX (TOTAL OF 4 POOLS FOR 8 BEDROOMS). REQUIRED = 640 SF X 1.0 X 2/12 = 107 CF SLOPE AS REQUIRED aPo o o C O ® o STONE WALL SCALE: = 30� ® o © c USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT 107 CF / = 28.27 CF/VF X 3.8 VF a r' TREELINE QUALITY CONTROL CERTIFICATION PROVIDE 4" CAST IRON PIPE W/CLEAN-OUT USE 1-6'DIA X 4' DEEP DRY WELL 1" STONE OR p C © po p SCREENED GRAVEL --ia- a WLF# LIMITS OF FRESHWATER WETLANDS GROUP REVIEWED DATE TO A POINT 2 BEYOND FOUNDATION WALL PROJECT MANAGER PROVIDE RISERS AND CAST IRON LOCKING r''OVERS TO GRADE ON BOTH TANKS FIN�CO SOIL CLASSIFICATIONS 1 6 1 SHEET SURVEY STORMWATER DRYWELL DETAIL 8 ENVIRONMENTAL (GOLF COURSE) RpE - RIVERHEAD AND PLYMOUTH VERY BOULDER'( SOILS - 15 TO 1 OF 1 35% SLOPES NOT TO SCALE CIVIL / 30 15 0 30 r T ARCHITECTURAL FILE J I GRAPHIC SCALE IN FEET 2-5 STRAW BALE BINDER APPROX LOCATION / O ��. PLASTIC LINING LINING NATIVE MATERIAL WIRE 4" WATER MAIN OP o (OPTIONAL) 2-4 ■� (A1� 3_6 3_g W L E POLE #67 ` // S196 34 MONUMENT o• "� F- c' SECTION B-BCD W000 OR NOT TO SCALE -3 +� O S METAL STAKES C - VN 748.08 y �S, �iy��G (2 PER BALE) 7-3 3-2 2-3 tM (D 0.S 0 .2 co O N S 3556'00" W S 39'14'10" E _ 25.86' `� 58.05' s��F ��Eo` t)� B f 10' MIN. `�)F B 7-4 W c`Ea c ai F- 7-,2 E 25 RIGHT OF WAY �� �I�I� ��) 7-6 3 2-2 W Q o a FOR ACCESS & UTILITIES 1�1FR F VARIES �{ �{ F" a cz a) 3 TO LOTS 2 & 3 geRIC (4) (4 Q ' BLOCK 8 /_O 1 ({� .\ SEE DEED T q(�� 1� 7 s O U = 0 ca N Uj PVC / `� `, SINGLE FAMILY RESIDENCE CONSTRUCTION ENTRANCE __ (�� ,_, O ■_ v LU N D �� NOT TO SCALE _ ,-,2 ♦^ L Lu M STUBS MUNICIPAL WATER y y � ,� , cn E, IRON PIPE ON SITE SEPTIC SYSTEM PLASTIC J PLAN �TYP� BALE P g8 �O - N 2 S 6N /RON PIPE NOT TO SCALE 7-10 7-6A �S f?� Q M 00 W '^ - V! W NOTES: ■a 227.98 S 4'S5'lb" E Z_ 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 7-88 a-� 8-2 '_17 N 39'14'10" W CONSTRUCTION, LARGER PROJECTS OR PROJECTS REOUIRING C 1N -�---- PUMPS MUST BE SIZED ACCORDINGLY 7 GALLONS TRUCK• 7_9 11 J 61.96' ------ c / SITE • O 50 GALLONS/PUMP• PLUS MIN. 1• FREEBOARD). U y/•\ N/F 0 2, CAPTURE MATERIAL AND LIOUIOS MUST BE REMOVED FROM / 8-4A :--t MAARTEN VAN HENGEL ; 7PIT 5% OF ITS OCAPACI DISPOSED OF WHEN THE PIT REACHES 8- 235.3 b N 84'55+20" W C SINGLE FAMILY RESIDENCE 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT r d S �1.�. OF WASH WATER. MON. ? MUNICIPAL WATER-ON SITE 8-7 8 (FOUND) ?92?240 £ SEPTIC SYSTEM S 176.07 l W 251.87 FCC PROVIDE DRY WELL ( 1) . LOCATION MAP SCALE 1 =400 FOR ADDITION ROOF DRAWAGE /•eye POOL EQUIPMENT (SEE DErAIL) EDGE TEST HOLE DATA BLOCK 8, LOT 2 PROPOSED ADDITION STAGING PROPANE OF LAWN CHERRY BY R. H. STROUSE P.E.L.S. 6/17/05 AREA= 1.21± ACRES f MATCH FLOOR ELEVATIONS ti� 0 \\� ��� TANK 6 CHERRY 0 (VACANT LAND) WITH EXISTING RESIDENCE ^� 1 o CHERR ` _ �,,_ MON. O"- 10" TOPSOIL �> _•�-`---� °�� SEE ARCHITECTURAL PL4NS '� /A 'T '�- m 8 SHRUB » °� ( } -,\ (FOUND) 10 - 46 SANDY SUBSOIL BASEMENT TO BE UNFINISHED `-�� SOS(TYP.) 46" - 194" SILTY SANDS ME FIN r STORAGE AREA �J / / .... . a 6" I W/SO ES (SM) _---------1 / ; .. - B ` CHERRY WATER ® 14' (ELEV. 22±) R �- ___ ROC -� ... a� EXISTING BOULCER ----- '�. .. ULDER OM K SOIL CLASSIFICATIONS ' �-� aQ RETAINING WELL j ����'� GRAVEL DRIVEWAY `----- f _ \ wAl - (EXISTING) _ _ �. :.... �- �- 10' -�. (TYP.) ' - -_� , `-- - / 6 y.,. o CHERRY PLAN RpE - RIVERHEAD AND PLYMOUTH VERY BOULDERY SOILS 15 TO ` `-� X44`.r-_ „_:... i 1 0 "- -- FOOL EQUIPMENT :, 35% SLOPES r i.�`� W 37, `-, TRENCH ' DRY BUILDING I -� - CISCHARGE RING \ � Z - IRON PIPE ABANDON EXISTING / DRAIN o .....:..:.. J --------.1---------- ----- UNE TO TANK 3� I -` CONC. ELEV. r �F X 39.3 PROVIDE CONCRETE I - rk� ` .... tr) o _- \ / 4, / WASHOUT PIT I 39.47 N EN HMA K: MONUMENT / -' -'-- _ �- / 5'-0" _ / `��\ , L1- (SEE DETAIL) ► ��-� _ , � f � � MAP REFERENCES I-- EL=38.74 , l� t__ I / �( / EXISTING a 1 GARDEN 1. SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL BLOCK CRgV ��.1 r / / 1 BEDROOM RESIDENCE ' I I ��2 N OD C700 O❑❑ ) F� s2�� ' __ ► ROCK� PROPOSED AREA _ ❑❑ 01710 ❑g i 8 - LOTS 2& 3; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; 0 X92 , j TWO STORIES I _ / POOL_ I ❑O 0 0 0 ❑ �, NORWICH CT. DATE: DECEMBER 6 1999 SCALE: 11"=40% SHEET 1 OF 1 UNFINISHED BASEMENT (TYP•) , , ❑❑ EDo0 ❑❑ APPROX LOCATION \� \�•�� qY N 60 2' / / TH FF ELEV. X39.1 18 X 33 I C C3 13 a ED ED ❑o WATER SERVICE & 1S . �� �0• , MON. / _ 9.3 2.) SITE PLAN PREPARED FOR MAARTEN VAN HENGEL JR. & CLAUDIA VAN BURIED UTILTIES 991•\� ���� 143 4, (FOUND) `::!� 39 71 STOCKPI O . _ ❑❑ ❑❑ C° HENGEL; BLOCK 8 LOT 3; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; y, / / OP SED --_ __ � \ ❑El a o o ❑❑ - J �.I X39.3 40^�` _ O 0 �O � 0 0 � NORWICH, ATE SCALE: 1" S STON PATIO 10/04/2 - SHEET 1 OF 1 CH, CT, D 005, S -40, f -` �..::.,. :..... ........,... . / PATIO 46p,x N ;0.\�� ___ °.: ::..,:. .: .: X 3a.7 PROVIDE POOL \ 0 0 OO 0 0 Cgsr �, r 1430; W �i �....::::.. .:.,:... :....: >...::.:: ` 20 -� ..F Ro FENCE W/SELF J cIU 04 /:.-: \ �'` .3 BULKHEAD 38 i n, �- - /r CLOSING LOCKING NOTES '. 8 �-- / _ o -�� .�_. GATES _I PROVIDE \ ""� ..... CONSTRUCTION i- ��( �`` --38`` 6 -6 ►I 1.) SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED J LLJ l THIS EXISTING SEPTIC / ��' � \- - - OAK \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO z ENTRANCE 20" BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE (SEE DETAIL) TANK-PROVIDE / 1 / ,�.� � \ :: � EDGE OAK 1B" � R ` �� � -�.� � Q LII) � � Q CAST IRON LOCKING / .� 1 z_j 24" .::.. LEACHING POOL DETAIL ENGAGEMENT. z COVERS TO GRADE '/ / 1 `�- r \ OAK OF LAWN OAK ~ NOT TO SCALE Z z W >- TRANSFORMER ELECTRIC O TRANSFORMER i, \ C 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, W Of `/ F�� 10" PROVIDE SILT FENCE-MAINTAIN DURING �. �f 24.. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ELECTRIC �EX►s�fING LEAC�I 1NG� i --,OAK CONSTRUCTION-ESTABUSH AS UMIIT; OF 1g" OAK ALTER AN ITEM IN ANY WAY. 1 1 PANEL I POOLS (2)1 / / l �0,. GRADING AND GROUND pISTURBANCE- 0A ` i , O Z L!J OAK AREA TO'BE DIISTURSED _-- c^ 36 ��i 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S L "-� / (POOL, PATIO dt PORCH}-380± SQ. FT. 10'-6" (� Z Q 00 Z cr,_ _ l - G �,;'� SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF W BLOCK 8, LOT 4 & 4A - / BLOCK 8, LOT 3 �'' BENCHMARK: �RO� �� ��� �' / KNOCKOUT INLET AND 'rHE LAND SURVEYOR. V) < Q >Y g �, ��p moi, \I��� / OUTLET OPENINGS O 0- 00 _ Q SINGLE FAMILY RESIDENCE SEPTIC EXPANSION _ 3 / R�J 3.34± ACRES O EL=35+42 �'�'� /' GKS 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC m O MUNICIPAL WATER AREA- 2 POOLS 0'-'� -- Yp �. RO 3 o SURVEY TRIANGULATION STATION "EAST END 2". 0' O' Q m U ON SITE SEPTIC SYSTEM -- -- ^/_ \ ;, o i Y 0- z C) W PROVIDE SILT FENCE-MAINTAIN PROVIDE 150b GALLON SEPTIC `" w 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. I LLJ = r SILT FENCE ; 1 + F4 + + 1000, SECTION 005, BLOCK 1, LOT 7.5. Z 1- D r DURING CONSTRUCTION- TANK AND 2 ADDITIONALLL_ ESTABLISH AS LIMITS OF LEACHING POOLS. SET TANK , `f' z co 15 WOVEN WARE FENCE (MIN. 14 GRADING AND GROUND ) INLET INVERT 6" ABOVE y v, G.) TOTAL AREA = 3.34±. - GAUGE W/ MAX. 6" MESH �O DISTURBANCE- AREA TO BE EXISTING TANK INLET. MATCH SPACING) ) ` W U DISTURBED (ADDITION AND z INLET ELEVATION OF NEW 7.) SITE IS LOCATED IN R-120 ZONE. 1_ 10' MAX, CENT 36" MIN. LENGTH FENCE SEPTIC SYSTEM EXPANSION)- o POOLS WITH INLET ELEVATION WLF #7 ` 0 ER ro C POSTS DRIVEN MIN. 16" 3150± SQ. FT �3 OF EXISTING POOLS. ENTER 3.} SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL INTO GROUND N " WLF #6 II � PROVIDE 4 CAST IRON PIPE CAST CONCRETE COVERS SYSTEM. o W/CLEAN-OUT 2 FT. FROM y y y y FOUNDATION WALL PLAN 9.) ELEVATION BASE- APPROX. NAVD88. III- WLF 115 N .'/F 1 FIDCO CAPACITIES A B C WLF #8 (GOLF COURSE) 1250 GAL 61" 51" 4s" 1500 GAL 69" 59" 56" HEIGHT OF FILTER = 16" MIN. ' ''' �'' yUMITS '�F FRESHWATER } to # WETLANDS AS FLAGGED = WLF 4 BY I. COLE (('i.M.E. STAFF} 85', m ) y y 4 x 4 12.6/12.6 CAST PROVIDIRON I COVERS ANDSERS LOCKING oGRADE 0 6" MIN. WETLAND BOUNDARY IS F EQUAL OR 6 x 6 6/6 GA. AT INLET AND OUTLET � � /•P• ;� \�`,�1-,���1 GA. WIRE MESH (FOUND) CME STAFF'S UNE AS SHOWN ON THE WIRE MESH (n o SITE PLAN PREPARED BY CME DATED PERSPECTIVE VIEW WLF 3 10/04/05 AS DETERMINED BY R. MARSH 24" z a WLF ,y1 WLF J2 ' AND D. LEWIS ON 09/05/06". O 7 � W REINSPECTED AND VERIFIED BY TOWN INLET e OF SOUTHOLD TRUSTEES-08-08-2018 3 VENT--� OUTLET - 0 0 WOVEN WIRE FENCE (MIN. 14 II 1/2 GAUGE W/ MAX. 6" MESH LIQUID LEVELS � � SPACING) WITH FILTER CLOTH Z N CONTINUOUS HOT p 4"OUTLET o r Q m ASPHALT SEAL BAFFLE � �4" SCHED. {40 U W o, 36" MIN. FENCE POST d y y y y y y INLET BAFFLE UNDISTURBED N I o Of FLOW- I GROUND 60• GAS N DEFLECTOR Q co 60' o oma- a COMPACTED SOIL \ F n EMBED FILTER CLOTH \��\;'\�\i W CROSS SECTION z \ ��� to 0 d A MIN. OF 6" IN GROUND 4" SECTION VIEW PROPOSED 250/1500 GALLON w ADDITION ROOF LEADER 2 COMPARTMENT SEPTIC TANK a z LLJ CONSTRUCTION SPECIFICATIONS MON. OR COVERED NOT To SCALE �- SITTING AREA AT POOL Q Q z > co 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR 4" PVC WYE co ro HARDWOOD. OVERFLOW r- � U 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 4" PVC CUT I F� m 04 I I � I I oN SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, TO LENGTH MIN. 6" SOIL COVER BUILDING SETBACK LINE 6" MAXIMUM MESH OPENING. , OVER DRYWELL BLOCKS AND CATCH LLJ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE SEPTIC SYSTEM DESIGN UP-GRADE FOR i3_BEDROOM_RESIDENCE 218aC1 r BASIN GRATE TO GRADE w Z z z Y L` FILTER LX,PMERAFYSIX 100X,INCHES ST B LNKA T1�ON,DORFILTER APPROVECHSHALL BE EQUIVALENT.EITHER PROVIDE AN ADDITIONAL 1500 GALLON REINFORCED PRECAST 6yFILTER FABRIC f (NEENAH R-2525-F) OR EQUALTH# TEST HOLE Ld � 00 w Of 2 O tZ m 0 0 U U L� 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED CONCRETE SEPTIC TANK (SEE DETAIL)- L S N/F NOW OR FORMERLY EQUIVALENT. IN SERIES WITH EXISTING 1000 GALLON TANK- 90• BEND DATE: 09/05/2019 TOTAL TANK CAPACITY 2500 GALLONS. DRAINAGE CALCULATIONS (ADDITION) 0 © © O o - - 36 - - EXISTING CONTOURS 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN PROVIDE 2 NEW LEACHING POOLS- 0 O o0 O © 0 "BULGES" DEVELOP IN THE SILT FENCE. CONNECT TO EXISTING DISTRIBUTION BOX ROOF AREA= 640 SF 4" SDR 35 PVC �, 1° STONE WALL SCALE: 1 = 30' (TOTAL OF 4 POOLS FOR 8 BEDROOMS). REQUIRED = 640 SF X 1.0 X 2/12 = 107 CF SLOPE AS REQUIRED ® o © © ® o USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT 107 CF / = 28.27 CF/VF X 3.8 VF O O O O m a r`� TREELINE » ° ' 1" STONE OR QUALITY CONTROL CERTIFICATION PROVIDE 4 CAST IRON PIPE W/CLEAN-OUT' USE 1-6 DIA X 4 DEEP DRY WELL O O © O m TO A POINT 2' BEYOND FOUNDATION WALL SCREENED GRAVEL a- n WLF# LIMITS OF FRESHWATER WETLANDS PLASTIC GROUP REVIEWED DATE PROVIDE RISERS AND CAST IRON LOCKING COVERS TO GRADE ON BOTH TANKS N/F PROJECT MANAGER FIDCO SOIL CLASSIFICATIONS '' 6' '' SHEET SURVEY (GOLF COURSE) RpE - RIVERHEAD AND PLYMOUTH VERY BOULDERY SOILS - 15 TO STORMWATER DRYWELL DETAIL ENVIRONMENTAL B 1 OF 1 CIVIL 35% SLOPES NOT TO SCALE STRUCTURAI / 30 15 0 30 ARCHITECTURAL FILE J I GRAPHIC SCALE IN FEET � 2-5 Drawing Copyright n 2015 APPROX LOCATION 4" WATER MAIN OQ' a Z-4Ilk / MONUMENT -3 33 Wilbur Cross Way,Mansfield,CT 06268 POLE #67 / S 196.34 101 East River Drive,1st Floor W 748.08 7_3 3- 2-3 East Hartford,CT 06108 S 35'56'00" W S 3914'10" E7-4 860-885-1055 1 www.chacompanies.com �-1z 7-6 3-1 z-z 25.86' 58.05' � 25' RIGHT OF WAY !) FOR ACCESS & UTILITIES 71,� l O Icy� TO LOTS 2 & 3 7-5 `�� SEE DEED BLOCK 8, LOT 1 O JOyl PVC G1 aQ� �h � � SINGLE FAMILY RESIDENCE p '-' ,_,2 fiC STUBS MUNICIPAL WATER / ► 9e� r ` IRON PIPS ON SITE SEPTIC SYSTEM (D. �`��' �y/�► \ .. . 7-,O 7-BA �, �' ®e a� �' t IRON PIPE 4,t F 2222 9; __ B-1 B-2 7-88S 84'55'20 -------------------- N 39'14'10" W7-9 ; Sl 61.96' ,-„ z B&4 -s FINAL LOCATION PLAN - --_--_—�"� 4 `'y MAARTEN N AN HENGEL B_e B `A PREPARED FOR: 235.30 " 84•2 J WMAARTEN VAN HENGEL ---`-- — SINGLE FAMILY RESIDENCE s �1' MUNICIPAL WATER—ON SITE B-7 B-6 MON. o?' & CLAUDIA VAN HENGEL (FOUND) 2822?, F SEPTIC SYSTEM e_9 8-6 S 176.07 BLOCK 8 LOT 3 W 251.87 811 CASTLE ROAD, FISHERS ISLAND, o� LOCATION MAP SCALE 1 "=400' NEW YORK EDGE BLOCK 8, LOT 2 Ary PROPANE OF LAWN AREA= 1.21± ACRES �' ti�O J0 PROPANE TANK MAP REFERENCES R (VACANT LAND) �o"�' -. `��- (FOUND) 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL; BLOCK 8 — LCTS 2& 3; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; .JUN 2 9 2020 NORWICH, CT.; DATE: DECEMBER 6, 1999; SCALE: 1"=40'; SHEET 1 OF 1 �-- :...... .... ...... ::::;.;..........'>::-:?.....:., O ROC EXISTING BOULDER GRAVEL DRIVEWAY (EXISTING) - LDER WALL 2.) SITE. PLAN PREPARED FOR MAARTEN VAN HENGEL, JR. & CLAUDIA VAN RETAINING WALL �� � .:::.::.:::. ..... HEN ASSOCIATES; GEL, BLOCK 8 LOT 3, FISHERS ISLAND, NEW YORK, CME ASSOTES, (TYP.) IRON PIPE TRENCH GARAGE ''_ NORWICH, CT; DATE: 10/04/2005; SCALE: 1"=40'; SHEET 1 OF 1 DRAIN DRY BUILDING / / ^� ------- 3— CONC. ELEV. ---------- �` / >� l 39.41 1�3L1LrcL o I (FOUND) / z h I '�—��—,�_�\ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED t HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO EXISTING 4 I /� GARDEN AV ��� 1 \ / " La a,_Q`i BEDROOM RESIDENCE t____ y ( AREA BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Of NEV/y, 52.92, ; /l z=o^, TWO STORIES I ROCK ENGAGEMENT. '��' p g� Q RiVf 0 i UNFINISHED BASEMENT - (TYP.) APPROX LOCATION \ �`� wqY ��� / �` o FF ELEV. 39.7 \� � SILL 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, WATER SERVICE & -41 MON. l k�_ , BURIED UTILTIES 15991• 01 '3 ;� / 39-71 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO U ¢3Pa, ; ,,� pb W\\oUND) .� / / ALTER AN ITEM IN ANY WAY. �' s�� ,�I �\4 PATIO _ P C 60',x/` �0.14�� 60.5 o f /—I, SO 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS AST�f Tp X30" W\�� N s o �� �, I �P4C SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ��` 51 ROAp BULKHEAD it THE LAND SURVEYOR. .�SN® .::........: EXISTING SEPTIC A ;:: 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC /lo, SURVEY TRIANGULATION STATION "EAST END 2". / EDGE 9� IT IS A MATON OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL / Z ` ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND ELECTRIC / o Q OF LAWN 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. SLIRVEYOR To ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE TRANSFORMER l 1 / / v'3 1000, SECTION 005, BLOCK 1, LOT 7.5. STAMP OF A LICENSED PROFESSIONAL Is ALTERED,THE ALTERING ENGINEER.ARCHITECT,LANDSCAPE ARCHITECT OR LAND SURVEI'OR SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION"ALTERED BY FOLLOWED BY THEIR SIGNATURE,THE l / / 6.) TOTAL AREA. = 3.34f. DATE OF SUCH ALTERATION AND / A SPECIFIC DESCRIPTION \ OF THE ALTERATION. ;. ELECTRIC �� ISTING LEACHING / \ -. \ PANEL FOOLS (2) �' -----6 7.) SITE IS LOCATED IN R-120 ZONE. a, / BLOCK 8, LOT 3 �'' �, �I%I 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL BLOCK 8, LOT 4 & 4A � AREA= 3.34f ACRES �g'' � �'�I, ,I%'', �� SYSTEM. SINGLE FAMILY RESIDENCE /� �oc�s MUNICIPAL WATER —/ )0 1 3 9.) ELEVATION BASE— APPROX. NAVD88. ON SITE SEPTIC SYSTEM ——•——• , ^ �/ 1 y z O WLF #7 WLF JJ6 0 WLF 15 N/F FI DCO WLF #8 (GOLF COURSE) WLF 14y °'LIMITS 'bF FRESHWATER WETLANDS AS FLAGGED BY I. COLE (C.M.E. STAFF) 85' "THE NYS REGULATED FRESHWATER /.P. WETLAND BOUNDARY IS EQUAL TO (FOUND) y y y CME STAFF'S LINE AS SHOWN ON THE SITE PLAN PREPARED BY CME DATED WLF JJ3 10/04/05 AS DETERMINED BY R. MARSH WLF #1 WLF #2 AND D. LEWIS ON 09/05/06". ` REINSPECTED AND VERIFIED BY TOWN OF SOUTHOLD TRUSTEES-08-08-2018 No, Submittal I Revision App'd By Date 60' MON. 21$$O O� V1 S 653 �o Designed By: Drawn By: Checked By: --- RAC/ZBC RHS/CB Issue Date: Project No: Scale: 6/15/2020 2019832 1"= 30' 30 15 0 30 Drawing No.: N/F FI DCO GRAPHIC SCALE IN FEET SHEET 1 OF 1 (GOLF COURSE) 2-5 Drawing Copyright 0 2015 APPROX LOCATION / Q 4" WATER MAIN OQ' 2-4 3-S / MONUMENT 3-a C. POLE X67 S 196.34 3 33 Wilbur Cross Way,Mansfield,CT 06268 W 748,08 101 East River Drive, 1st Floor 7-3 3-2 2-3 East Hartford,CT 06108 S 35'56'00" W S 39'14'10" E 860-885-1055 I www.chacompanies.com 25.86' 58.05' 7-4 v 25' RIGHT OF WAY 7-12 7 Q� FOR ACCESS & UTILITIES '�' 2-2 TO LOTS 2 & 3 Z �� SEE DEED BLOCK 8, LOT 1 7-11 �h STUB C ) SINGLE FAMILY RESIDENCE ,_, O IRON PIPE MUNICIPAL WATER 1-12 ON SITE SEPTIC SYSTEU IRON PIPE �•�`' ra'`�`9 '_BA (FOUND) 7-10 _ 227.99' --------- ---- S 84'55'20 E 7-88 a-' 8-2 -IT N 39'14'10" W ----__ --- 61.96' �� --------- -------- SITE N F 8&4 e-3 FINPRE LOC ED PLAN 235.30' h MAARTEN VAN HENGEL 8-8 8-+A N 84'2yW - MONUMENT SINGLE FAMILY RESIDENCE S 176.07 �,� s >>•�; MAARTEN VAN HENGEL MON. 02 MUNICIPAL WATER-ON SITE 8-7 e-e (FOUND) W 251.87 2922240 £ SEPTIC SYSTEM e_9 e-a & CLAUDIA VAN HENGEL BLOCK 8 LOT 3 811 CASTLE ROAD *� FISHERS ISLAND, LOCATION MAP SCALE 1 =400 NEW YORK EXISTING BOULDER / BLOCK 8, LOT 2 RETAINING WALL- " i wjry EDGE AREA= 1.21± ACRES (TYP.) ` ' �. ry�O 3�, PROPANE OF LAWN TANK MAP R 1 (VACANT LAND) r�- MON. (FOUND) 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL; BLOCK ``. .AWN ....,.._�. 8 - LOTS 2& 3; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; ---- ---------- -- --- - "` NORWICH, CT.; DATE. DECEMBER 6, 1999; SCALE: 1"=40'; SHEET 1 OF 1 AIR _. _ . GRAVEL DRIVEWAY (EXISTING) -- , _ BOULDER07LL- EMERGENCY UNITS UNITS yqLL .:. _.. _ GENERATOR i 3 . _ .------- SITE RED FOR MAARTEN VAN HENGEL, JR & CLAUDIA VAN _ HENGEL.; BLOCK 8 LOT 3; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; �- _ DRY WELL FOR "''�. NORWICH, CT, DATE: 10/04/2005; SCALE: 1"=40'; SHEET 1 OF 1 1 - ROOF DRAINAGE GARAGE IRON PIPE 7S), / o .------ DRY BUILDING ----IIII�--- � '� / / -� CLEAN-OUT IN -------- \ GAS `i'?s./ BASEMENT `• .. �/���+ t r `r NOTES N o --,- \ LINE / TRENCH I . DRAIN - / dog p I I 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED BURIED oF0. EXISTING 8 I a rI GARDEN HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO RqV PROPANE ri CVpz ! BEDROOM RESIDENCE I I f �� L__ I ROCK / / .` 8 AREA BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE `FL OR92' TANK �Q� I TWO STORIES ____ ,r tr±-I UNFINISHED BASEMENT TYP. <' ENGAGEMENT. � APPROX LOCATION qY / / C FF ELEV. 39.7 ( ) WATER SERVICE & > > . i j 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR AN I . BURIED UTILTIES 99 N 0 MON. 60 4; / k.`, f` ) Y PERSON ' 43 „ FOUND) I A ! \ \ 0 N,� �� B l ;; E i UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. �\ N PATIO `. � �.c..,>.�� � , 4g ' • . .:. C9S�`�� 0�4\ - /'O 7 0 r:> 10? _m' u ~<. 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S TLf TO ti 0 ro O 6 BULKHEAD -. _. - ,'S'0 i ) ROgO w\ � ° SEPTIC TANK 2 SIGNA11JRE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 0 1 3 ( ) . _ THE LAND SU \ SEPTC TANK 1500 GAL ` SURVEYOR. (1000 GAL). /8 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC Ir A TINGvlauTION of uw FOR ANY PERsoN UNLESS THEY ARE EDGE \\ ` �< SURVEI TRIANGULATION STATION "EAST END 2'. UNDER THE DIRECTION DP A LIC13W PROFESSIONAL ELECTRIC / / .// j Q OF LAWN i 5. ENGINEM ARCHITECT,LANDSCAPE ARCHITECT OR LAND 5 �3 '� R1. ) SITE' IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. SURVEYOR To AUER AN ITEM IN ANY WAY.IF AN ITEM BEARING 1HE TRANSFORMER 4/ / ( 1000, SECTION 005, BLOCK 1, LOT 7.5. , STAMP OF A UCE►ISED PROFESSIONAL IS ALTERED,TILE ALTERING ENGINEER,ARCHITECT,LANDSCAPE ARCHnECT OR LAND JSURVEYOR SHALL STAMP THE DOCUNENT AND INCLIAE THE ELECTRIC EXISTING LEACHING \ ` NOTATION'ALTERED BY'FOLLOWED BY 1HER SIGNATURE THE PANEL POOLS (4) \ \ 6. TOTAL AREA = 3.34±. DATE OF SUCH ALTERATION,AND A SPECIFIC DESMP ION �' �i OF T,ik °_TcRATION \ ' „'; 7.) SITE: iS LOCATED IN R-120 ZONE. BLOCK 8, LOT 4 & 4A `/./ BLOCK 8, LOT 3 $ -`i I. ,; 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL s (, YcKs. SINGLE FAMILY RESIDENCE // AREA= 3.34± ACRES % ;, o SYSTEM. MUNICIPAL WATER EXPANSION 7AR 9.) ELEVATION BASE- APPROX. NAVD88. ON SITE SEPTIC SYSTEM AREA --'---'-/ o 1 N z 0 WLF #7 1 V WLF #6 1 s � WLF #5 N/F FI DCO WLF #8 (GOLF COURSE) WLF #4 uMITS °bF FRESHWATER WETLANDS AS FLAGGED BY I. COLE (C.M.E. STAFF) 8s FEB 0 4 909 "THE NYS REGULATED FRESHWATER I,P. WETLAND BOUNDARY IS EQUAL TO BUILDING DEPT (FOUND) CME STAFF'S LINE AS SHOWN ON THE Ot''.':.,JF SJUTHOLD " SITE PLAN PREPARED BY CME DATED WLF #3 10/04/05 AS DETERMINED BY R. MARSH WLF #1 WLF #2 AND D. LEWIS ON 09/05/06'% REINSPECTED AND VERIFIED BY TOWN OF SOUTHOLD TRUSTEES-08-08-2018 No. Submittal I Revision Appd. By Date SEPTIC SYSTEM LOCATION DATA EMERGENCY DISTANCE DISTANCE DISTANCE 1 GENERATOR&AIR RHS 12128/2021 POINT # FROM FROM FROM UNITS&GAS TANK LOCATION LOCATION LOCATION 'A" "B" C. DESCRIPTION HOUSE HOUSE HOUSE 60' CORNER CORNER CORNER 1 30.0' 39.0' TANK #1 INLET COVER 2 34.2' 42.4' TANK #1 OUTLET COVER 3 43.0' 49.0' D-BOX 4 73.0' 79.0' LEACHING POOL 5 57.0' 60.0' LEACHING POOL 6 20.1' 25.5' TANK 2 INLET COVER MON. 7 26.1' 22.0' TANK #2 OUTLET COVER 8 41.6' 46.1' LEACHING POOL 9 1 32.3' 1 45.5' 1 LEACHING POOL NOTE-CLEAN-OUT IN BASEMENT FOR LINE TO SEPTIC TANK 0 21$8 Ow S 65�� o. Designed By: Drawn By: Checked By: --- RAC/ZBC RHS/CB Issue Date: Project No: Scale: 05/06/2021 2019832 1"=30' N/F 30 15 0 30 Drawing No.: FIDCO GRAPHIC SCALE IN FEET (GOLF COURSE) SHEET 1 OF 1 19107 ................... ..... 1--0 q-q � June 16, 2020 Michael Verity Architecture Building Department Engineering Town of Southold- Town Hall Annex .Planning 54375 Route 25 PO Box 1179 Southold, NY 11971 Land Surveying Environmental RE:van Hengel- Fishers Island-SCTM #1000-5.-8-3-Castle Road Services Dear Mike- We located the new foundation at the captioned site on our last trip to Fisher Island. Enclosed is a copy of our map showing the final location. Sincerely, 4 Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com Cc: Tom Shillo (2 copies) Z&S Contracting, Inc 525 Fox Lane PO Box 202 Fishers Island, NY 06390 r , JUN 2 9 2020 - 1. 860.885.1055 ® www.cmeengineering.com n 33 Wilbur Cross Way,Suite 105 P.O.Box 535 Mansfield,CT 06268 Commitment,Meaning&Excellence.In All We Do. I 4 Fishers Island NY Van Henget 05012 RIND'S Slnae 1902 ` n DAVID LEE. Quote##:HKZ37132 `�(/ RINGS END OF NIANTIC INC PO BOX 714 NIANTIC,CT 06357-0714. Phone:(860)739-5441` �Y t � Email:david.lee@ringsend.com 9, Thi report was generated on 6/12/2020 7:55:11 P using the Marvin Order Management System, eislon 0003.02.01(Current).Price In USD.Unit a4ailability and price are subject to change:Dealer terms and conditions may apply. Project Description: Z&S Contracting- Awn Heng - 05-01-2020 Featuring products from: MARVINV 0 6v' ��k/c _ V �N AUG - 2 2021 J _r Scanned with CamScanner it.0003.02.01(Current) Fishers Island NY r %ct availability and pricing subject to change- Van Hengel_o50120 Quote Number:HKZ37B2 LINE ITEM QUOTES The following is a schedule of the windows and doors for,this proJii For additional unit details,please see Line Item Quotes. Additional.charges,tax or Terms and Conditions may apply. Mall pricing is per unit. Line#1 Mark.Unit:A __T Net Price: 4;734.28 Q :1 Ext.Net Price: USD 4,734.28 MQRVIN'C°l Stone white Clad Exterior Primed Pine Interior ff3W1H- Rectangle Assembly c Assembly Rough Opening 85"X 55 5/8" Unit:Al Ultimate Casement-Left Hand CN 2856 'Rough Opening 29"X 55 5/8" Frame Size 28"X 55 1/8" A2' Performance:StormPlus IZ4 As Viewed From The Exterior Stone White Clad Sash.Exterlor Ro 85"X55 5/8" Primed Pine Sash Interior IG-3/4" StormPlus Tempered Low E2 w/Argon,;. Stainless Perimeter and.Spacer Bar -< '7/8"SDL-With Spacer Bar-Stainless. " - Rectangular'-Special Cut 2W4H Stone White Ciad Ext-Primed Pine Int Ogee Interior Glazing Profile •. Standard Bottom Rail White Weather Strip: White Folding Handle White Multt-Point Lock, StaInI*s55t6eI Hardware Interior Wood Screen.' Charcoal Hi-Transparency Fb'rgls Mesh Primed Pine, Ogee Interlor Screen Profile Unit:A2 Ultimate Casement-Stationary CN 2856 Rough Opening 29"X 55 5/8" Frame Size 28"X 551/8" Performance:StormPlus 173 Stone White Clad Sash Exterior Primed Pine Sash Interiorr;;� IG-3/4"-1 Ltte i StormPlus Tempered Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip Solid Wood Covers Unit:A3 Ultimate Casement- Right Hand CN 2856 . Rough Opening 29"X 55 5/8" Frame Size 28"X 551/8" Performance:StormPlus 1Z3 Stone white Clad Sash Exterior Primed Pine Sash Interior IG-3/4" StormPlus Tem red Low E2 w Ar on . OMS Vet,0003.02-01(Current) Processed on:6/12/2020 7:55:11 PM Page 2 of 12 Scanned with CamScanner a A.0003:02.01(Current) Fishers Island NY ztavaltebllfty and pricing subject to change. Van Hangel 050120 Quote Number.1-11IQ3782 Stainless Perimeter and Spacer Bar 7/8'SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W41-1 Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rap White Weather Strip White Folding Handle WhIte.Mutti-Point Lock Stainless Steel Hardware Interior Wood Screen Charcoal Hi-Transparency Fbrgis Mesh Primed Pine. Ogee Interior Screen Profile Standard Mull Charge 71/8"Jamb; Al.Nailing Fin ***Note:Mullions must be checked to ensure compliance with jobsite requirements for structural loading. 'Note:_This configuration meets a minimum structural performance of DP 20 through either physical testing or calculations In accordance With"AAMA 450 and building code requirements:Mull certification ratings may vary-from Individual unit certification ratings.Reference the mulling chapter of the ADM for additional information. ••'Note:Reference the installation instructions for StormPius certification requirements. ''Note.- Unit Availability and Price is Subject to Change Line#2 Mark Unit: Bl, Net Pricer 1;3$3.79 Qtl Ext:Net Price: USD 5,535.16:;1. MARVIN'" Stone White Clad Exterior �, Primed Pine Interior UltimateCasement-Left Hand CN 2844 Rough Opening 29"X 43 5/8" Frame Size28"-x431/8" Performance:StormPlus 1Z3 Stone White Clad Sash Exterior Primed Pine Sash interior IG-3/4" StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W3H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Standard Bottom Rail White Weather Strip As Viewed From The Exterior White Folding Handle RO 29"X 43 5/8" White Multi-Point Lock Stainless Steel Hardware Interior Wood Screen Charcoal HI-Transparency Fbrgls Mesh Primed Pine Ogee Interior Screen Profile 6 9/16"Jambs AL Nailing Fin ***Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price is Subject to Change =#3Mark Unit:B2 Net Price: 1;383.79 Ext. Net Price: USD 1,383.79 OMS Ver.0003.02.01(Current) Processed on:6/12/2020 7:55:11 PM Page 3 of 12 Scanned with CarnScanner er.0003.02.01(Current) Fishers island NY ,ct'availability and pricing subject to change. Van Hengei_OS0120 Quote Number.HXZ37B2 MARVIN*I Stone White pad Exterior Primed Pine Interior Ultimate Casement=Right Hand CN 2841 Rough Opening 29"X 43 5/8" Frame Size 28"X 431/8" Performance:StormPlus IZ3 Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" StormPlus Low E2'w/Argon Stainless Perimeter and Spacer Bar „- 7/8"SDL,With Spacer Bar-Stainless _•,. Rectangular-Special Cut ZW3H Stone White Clad Ext-Primed Pine Int Interior Glaiing Profile Standard Bottom Rail ' Whtte_Weather$trip ' As Viewed From The.Extedor White Folding Handle RO 29"X 43 5/8 White Multi-Point Lock" r, Stainless Steel Hardware Interior Wood Screen - Charcoal Hi-Transparency Fbrgls.Mesh P.rimed`Pine Ogee Interior Screen Profile- 6 9/16"Jambs Al.Nailing Fin, "*Note:Reference the installation Instructions for StormPlus certification requirements.' ***Note: Unit Availability and Price is Subject to Change Line#4. Mark,Unit:C: Net Price: 1,877.95 Qty:3 Ext.Net Price: USD 5,633.85 Stone:White Clad Exterior MARViN i'"-�,1 Primed Pine Interior Ultimate Double Hung G2 CN 3226 Rough Opening_381/4"X 60" Performance:StormPlus IZ3 Glass Add For Al(Sash/Panels Stone White Clad Sash Exterior F1 n Primed Pine Sash Interior. IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash As Viewed From The Exterior Stone White Clad Sash Exterior itO381/4"X 60" Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar. 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Jnterlor Weather Strip Package White Exterlor Weather Strip Package 'White Sash Lock White Top Sash Strike Plate Assembly Color ?MS Ver.0001=1(Current) Processed on:6/12/2020 7:55:11 PM Page 4 of 12 Scanned with CamScanner f ~ er.0003.02.01(Current) Fishers Island NY ! ict availability and pricing subject to change. Van Hengei 050120 1 Quote Number.HKZ3762 j Aluminum Screen f Stone White Surround Charcoal"HI-Transparency Fbrgls Mesh *"Screen/Combo Ship Loose 6 9/16"Jambs AL Nailing Fin '"Note:Reference the Installation Instructions for StormPlus certification requirements. *"Note: Unit Availability and Price is Subject to Change Line#5 Mark Unit:D Net Price: 1;346:87 Qty:2 Ext.Net Price: USD 2,6 13.74 MARVIPI" Stone White Clad Exterior, *,. Primed Pine Interior Ultimate Awning-Roto Operating CN 4028 Rough Opening 41"X.215/8" Frame size 40"X 27.1%8"- Performance.-StormPlus 123 Stone White.Ciad Sa3h,Enterior Primed Pine Sash Interior Stori4ius Low E2 w/Argon - Stainless Perimeter and Spacer Bar As Viewed From The Exterior 7/g"SDL=With Spacer Bar-Stainless- Rectangular-Special Cut 3W2H RD 41"X 27 5/8" Stone White Clad.Ext-Primed Pine int Ogee Interlor Glazing Profile Standard Bottom Rail White Weather Strip White Folding Handle White-Multi--Point lock Stainless Steel Hardware interior Wood Screen Charcoal Hi-Transparency Fbrgls Mesh Primed Pine; 0.gee Interior Screen Profile 6 9/16"Jambs AL Nailing Fin ***Note::Reference the installation Instructions for StormPlus certification requirements. 'Note.- Unit Availability and Price is Subject to Change Line#6 Mark Unit:E Net,Price: 1,421:42 Qty:1 EXI Net Price: USD 1,421.42 c l Stone White Clad Exterior MARVI W- , Primed Pine Interior Ultimate Double Hung G2 CN 2420 - Rough Opening 301/4'X 48" Performance:StormPlus 123 Glass Add For All Sash/Panels Top Sash Stone White Clad Sash Exterior Primed Pine Sash interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Standard Cut 3W2H Stone White Clad Ext-Primed Pine Int OMS Ver.0003.02.01(Current) Processed on:6/12/2020 7:55:11 PM Page 5 of 12 Scanned with CamScanner ar.0003.02.01(Current) Fishers Island NY f .bct availability and pricing subject to change. Van Hengel_050120 Quote Number.HIQ37BZ Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar- 7/8" ar7/8"SOL-With Spacer Bar-Stainless Rectangular-Standard Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package ElWhite Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate.Assembly Color Aluminum Screen As Viewed From The Exterior Stone White Surround RO 30 J,/4'X 48' Charcoal HI-Transparency Fbrgls Mesh' *"Scieen/Combo Ship Loose 6 9/16"Jambs AL Nailing Fin ***Note:Reference.the installation instructions for StormPlus certification requirements. 'Note: Unit Availability and Price Is Subject td Change Line#7 Mark Unit: F Net Price: 5,577.05 4ty:2 'Ext.Net Price: USD 11,154.10 MARVIN'is Stone White Clad Exterior Primed Pine.interior 3W1H- RectangleAWmbly Assembly Rough Opening' 112 3%4"X 60" Unit:Al Ultimate Double Hung G2 t CN 3226 Rough Opening 381/4"X60" As Viewed From The Exterior Performance:StormPlus 1Z3 RO 112 3/4"X 60' Glass Add For All Sash/Panels Top Sash Stone White Clad Sash Exterior' Primed Pine Sash'Interlor IG StormPlus Low E2 vv/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless. Rectangular-Special*Cut MH Stone White Clad Ext:Primed Pine int Ogee Interior Glazing Proflle Bottom Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Stone White Surround OMS Ver.0003.02111(Current) Processed on:6/12/2020 7:55:11 PM Page 6 of 12 Scanned with CamScanner ' er.0003.02.01(Current) Fishers Island NY Oct availability and pricing subject to change. Van Hengel_o50120 Quote Number:HIQ37B2 Charcoal Hi-Transparency Fbrgis Mesh •'rScreen/Combo Ship Loose Unit:A2 Ultimate Double Hung G2 CN 3226 Rough Opening 381/4"X 60" Performance:StormPlus I23 Glass Add For All Sash/Panels Top Sash Stone White Clad Sash Exterior Primed Pine Sash interior - IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer aar-Stainiess Rectangular-Specfar•Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile _ - Bottom Sash Stone,'White Clad Sash Exterior " Primed Pine Sash Interior �^ IG StormPlus Low E2'w/Argon Stainless,Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular=Special Cut 3W2H Stone White,Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weatherstrip Package' White Exterior Weather Strip Package White Sash tock White Top Sash Strike Plate Assembly.Color Aluminum Screen Stone White Surround Charcoal HI-Transparency Fbrgts Mesh ••'Screen/Combo Ship Loose Unit:A3 Ultimate Double Hung G2 CN 3226 Rough Opening 381/4"X 60" Performance:StormPlus IZ3 Glass Add For'All Sash/Panels Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H s Stone White Clad EM-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Gad Sash Exterior Primed Pine Sash Interior - IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-'With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen OMS Ver.0003.02.01(Current) Processed on:6/12/2020 755:11 PM Page 7 of 12 Scanned with CamScanner `er�3,p2.01•(Current) Fishers Island NY v y ayaliabilitY,and pricing subject to change. Van Hengel_050120 Quote Number:HKZ3762 Stone White Surround Charcoal Hi-Transparencyfbrgls Mesh "�• ''^ •••Sween/Combo Ship loose Standard Mull Charge 6 9/16"Jambs- AL ambsAL Nailing Fin ***Note:This configuration meets a minimum structural performance of OP 20 through either physical testing or calculations in accordance with PAM 450 and building code requirements.Mull certification ratings'may vary from individual z•'' unit certification ratings.Reference the muliing'chapter of the ADM for - - additional Information. 'Note:Mullions must be checked to ensure compliance with jobsite requirements for structural loading.. 'Note:Reference the Installation instructions for StormPlus certification 'M1J' requirements. f< •••Note: Unit Availability and Price is Subject to Change Line#8 Mark Unit:G , Net Price:' 851:29 Ext:Net Price: -U5D 851.29. Qty:l a .. Stone White Clad Exterior MARVIKA:9 Primed Pine Interior Uhimate Casement-Stationary: CN 2436 Rough Opening 25"X 35 5/8" Frame Size 24".X 35 1/8" Performance:StormPlus"IZ3 Stone White Clad Sash Exterior Primed Pine Sash interior IG-3/4" StormPlus Low E2w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-.With Spacer Bar-Stainless Rectangular-Special Cut.2W3H Stone White Clad Ext-Primed Pine Int Ogee.interior Glazing Profile Standard Bottom Rail White Weather Strip As Viewed From The Exterior Solid Wood Covers RO 25"X 35 5/8" 6 9/16"Jambs . AL Nailing Fin •"Note:Reference the installation instructions for StormPlus certification requirements. ***Note: Unit Availability and Price Is Subject to.Change Line#9 Mark Unit:DOOR 119,121 Net Price: 3,018.92 Qty:2 Ext.Net Price: USD 6,037.84 MARViN' Stone White Clad Exterior Primed Pine Interior Ultimate Inswing French Door DISC LA Pre 2/28/20116 9/16":O CN 2870 Rough Opening 34 7/16"X 861/2" Performance:StormPlus IZ3 Glass Add For All Sash/Panels Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Tempered Low E2 w/Argon Stainless Perimeter and spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W5H Stone White Clad Ext-Primed Pine Int OMS Ver.0003M.01(Current) Processed on:6/12/2020 755:11 PM Page 8 of 12 Scanned with CamScanner D003b2.01(Nrrent) Fishers Island NY ' Y tavailabllityandprIcing subject tochange. � Van Hengel_050120 Quote Number HFQ37B2 Ogee Interior Glazing Profile Beige Ultex Sip Belge Weather Strip 71/8',Jambs AL Nailing Fin ***Note:Reference the installation Instructions for StormPlus certification requirements. "'Note: Unit Availability and Price Is Subject to Change Stat As Viewed From The Exterior R0347/16'X861/2" " Line.#10 MarleUnit:"DOOR 120 Net Price: 9,2WAS Qty:1 Ext.Net Price: USD 9,292.48 MARVIN'O� Stone White Clad Exterior ..r .Primed Pine Interior Ultimate Inswing French Door,DISC lA Pre 2/28/2011 t 9/16'-XX Left Hand CN 5470 Rough Opening 65 5/8"X 861/2" Performance:StormPlus ID Glass Add For All Sash/Panels Left Panel c Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Tempered Low.E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Active Inactive, Rectangular-Special Cut 2W5H' Stone"White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Right Panel As Viewed From The Exterior Stone White Clad Sash Exterior RO 65 5/8'X 861/2" Primed Pine Sash Interior IG StormPlus Tempered Low E2 w/Argon Stainless Perimeter and'Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W5H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Non Finger-Jointed Door Option for Secondary Surface Traditional Lever(s) Multi-Point lock on Active Panel Brass PVD Active Exterior Handle Set on Active Panel,Keyed Brass PVD Attire Interior Handle Set on Active Panel Multi-Point Lock on Inactive Panel Brass PVD Inactive Exterior Handle Set on Inactive Panel' Brass PVD Inactive Interior Handle Set on Inactive Panel Brass PVD Adjustable Hinges 4 Per Panel Exterior Ultimate Swinging Screen Stone White Surround Brass PVD Traditional Handle Charcoal Hi-Transparency Fbrgis Mesh •••Screen/Combo Ship Loose Beige Uitrex Sin Beige Weather Strip 71 8"Jambs OMS Ver.0003.02.01(Current) Processed on:6/12/2020 7:55:11 PM Page 9 of 12 Scanned with CamScanner TABLE OF CONTENTS r\ n rc,-% rnCD M VAr H-1 EN, 0 E L 1-1 UJ Q) E ADD ul � �+ 00 N CV !r, 0 wO w i V, � 5; U SHEET# SHEET TITLE o ry � _+ p v N " rK A0m In V .0 COVER • • • • y 0 A1.0 SITE/SURVEY PLAN • • • • ry .4 H E I S LAIN u , LW U K A2.1 PROPOSED FLOOR PLAN FIRST FLOOR PLAN A22 PROPOSED FLOOR PLAN SECOND FLOOR PLAN • • • A2.3 PROPOSED FLOOR PLAN ROOF PLAN • • • cV A3.0 PROPOSED NORTH&WEST ELEVATIONS • • • • C N ■ A3.1 PROPOSED SOUTH&EAST ELEVATIONS • • • • A4.0 BUILDING SECTIONS • • • � Ln ■PERMIT12/30/ 19 A4.1 BUILDING SECTIONS • • • 4 A COMPLY WITH ALL CODES OF I'' ustprovide Manuals A5.0 WINDOW SCHEDULE PLUI'SER CERTIFIC,A l I u%, A5.1 DOOR SCHEDULE • NEW YORK STATE & TOWN CODES U,J and S as per ON LEAD CONTENT P'FFORF AP? y0t�.-D AS NOTED A6.0 WALL AND EAVE DETAILS cu AS REQUIRED AND CONDITIONS OF CERTIFICATE OFOCCUPAN_ ! A8.1 INTERIOR ELEVATIONS MASTER BATHROOM ' DATE: �P � 57 i`rTYS �nerg�Code 7-D TOV A82 INTERIOR ELEVATIONS SECOND FLOOR N k� N ZEA SOLDER USED IN VITA TE.`; � FEE: 6 P V. SUPPLY CANNc?1" A8.3 INTERIOR ELEVATIONS SECOND FLOOR N NOTIFY BUILDING C = - M7-7 ,TT AT wv77 V! ��fv;,u,uovrv, a ABA INTERIOR ELEVATIONS SECOND FLOOR T EXCEED 2/10 OF i% LEAD. E2.1 FIRST FLOOR ELECTRICAL PLAN • 7s5-1 z3oz s AM T3 >-;,,i FC;;, T 1'E SOUTHOLD TG'A'iJ TPUSTEES FOLLOWING INSPrCTi.)N`- n` 2 SECOND FLOOR ELECTRICAL PLAN • • • 1. FOUNDATION - i N.Y.S.ti'S , =, -- . . .DEC OUnED EX2.1 EXISTING FLOOR PLAN FIRSTFLOORPLAN • • • FOR POURED C:"!�:.;1 F"E ® t oor EX22 EXISTING FLOOR PLAN SECOND FLOOR PLAN • • • 2. ROUGH - FRA,h'il;v�; & PLU`412ING rnd EX2.3 EXISTING FLOOR PLAN ROOF PLAN • • • 3. INSULATION +>t� �a'Q:'�: `PLUMBING . EX3.1 EXISTING NORTH&WEST ELEVATIONS • 4. FINAL - CONSTRUCTION MUST tc'� In� ' � EX3.2 EXISTING SOUTH&EAST ELEVATIONS • • • • BE COMPLETE FOR C.O. OCCUPANCY Off, � �������� ALL-PLUMBING WASTE &.WATER LINES NCED S1.0 GENERAL NOTES AND TYPICAL DETAILS • ALL CONSTRUCTION SMALL MEET THE USE IS UNLAWFUL �NG;BEFORECOVERING S1.1 FOUNDATION AND SHEAR WALL PLANS • REQUIREMENTS OF THE CODES OF NEW S1.2 FIRST AND SECOND FLOOR FRAMING PLANS • YORK STATE. NOT RESPONSIBLE FOR WITHOUT CERTIFICA T[� TRUSS r--ACARIVNIS nEQJInEJD DESIGN OR CONS(RUCTION ERRORS. S1.3 ATTIC FLOOR AND ROOF FRAMING PLANS • OF OCCUPANCY 52.1 SECTIONS S3,1 TYPICAL DETAILS • ELECTRICAL INSPECTION PEOUIRE® DO NOT PROCEED WITH DRAINAGE INSPECTIONS ARE REQUIRE[ All exterior lighting rAAWNG'UNTIL SURVEvContact TOS Engineering at 765-1560 before 0 ,FOUNDATION LOCATION installed,replaced or �,r A4 thatBackfill,OR Provide Engineer's Certification P HAS BEEN APPROVED. ��SS� S r that the drainage has been installed to Code. repaired rhall conform t lJ ^r to Chaptcr 172 ('n 9 n �T4C' e Tom code - - ---- ------- ------------- - - - --- - --- ------ - -- ----- - -- - - -- --- -- - I - _ 7. 1771 - _ A � w NW VIEW - EXISTING NW VIEW - PROPOSED SOUTH VIEW - EXISTING SOUTH VIEW - PROPOSED w 1 2 5-- � x ;V Q = W Q W A w � W U-1 Uj M-i H O rn FRI i — _ - - "--._ --:--_- - : -- ® - - - U71=1 I I� o . SW VIEW - EXISTING SW VIEW - PROPOSED H VIEW - EXISTING NORTH VIE - _ � NORTH � W PROPOSED o f "."t 4.R, 4, y 4 1 \ u U \ w � \ Lrn ry oho / EXISTING GRAVEL DRIVEWAY / / l / EXISTING GARAGE TO / REMAIN / / EXISTING PORCH TO REMAIN H EXISTING HOUSE / PROPOSED TO REMAIN / AD / H / NEW PATIO / EXISTING PORCH TO REMAIN H I — _WETLAND SETBACK I I W \ / V w w W bi / cnwW / H Of 0- CN o / AN0 N I / I I w cn / / a w z I � II / I I / / I 00 tt' 17 �4 w N � 4,4 v Ln c � ry N N F — — — — I I I I I I I I UNEXCAVATED I I I I F— — — — — — — — — — — — — — L — — — — — — — L-- — — — — — — — — — — — —� I - - - - - - - - - - - - - - -- - - - - - —� - - - I i u n n ii ii i n - - - -- - - - - - - - - -� L - - - - - - - - - - - - - - � _ I GENERATOR PANEL i i i i i i I I I i i i i i ii I I I I I I -U EXCAVATE D`` I I H I i I I ELEC. EXISTING UNFINISHED I — BASEMENT PANELS I I (MECHANICAL) I I H I EXISTING UNFINISHED BASEMENT(STORAGE) I I I I I I I I BOILER I I I UPi i i ii n n n ii n i I B i l i i ii n n u ii ii o f W CD I I HnN I � x I I I I V I I I I I I m L - - - - - - - - - - — — — — — — — — — — — — — — — ww I I I I A - - - - - - - - - - - - -- I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J LUNEXCAVATEC� - - - - - - - - - - -� W w L�jI I > LuLu - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I ►—� W m CD H� D� o N � A o \ 0 I z Q W II O O -J z � o w CD zo � a U � z H10 EX 00 �` �Cis 'R '�✓ 4-, ry w � o Q 4 ' r.., / ry tr / / / h- - - - - - - - / II II ENTRY PORCH / 100 I I / II II i 0 I STAIR LL � � � PWDR RM GUETB ° Ll UL S EDRM 101 � � � � � � � � � 109 0 L I I H SIDE P w pR�H I GUEST BATH/CL 102 I I ^ 110 H I I MUDROOM I I �o� I I 108 I I 1 II -------- -------------------------- - - 1 ii i I I I I ii ii ���-- J ----I ---------------------- ------------------- ---------------------------- �I I KITCHEN --- ----------------J-l-----------------J-1--------------------------- V 1 LIVING ROOM i i i DINING ROOM ° 107 III E X 7 STUDY - - - i- - - - - - - — - - — - — 1 104 i i i I L - - - - - -� i A 1 � � � � JJ ----------------7-1-----------------r7--------------------------- I -----------------------------r�-----------------rfi--------------------------- I 1 _-----� 1 cc Ui ps 17=011A i i W � ' w 1 PATIO 1 i 111 ' i i W h D N 1 � ' i o _ --- 1 L ------- ------------------------------ - 7 11 J d- 4 ---------------0 U EX3.2 Q CI- O cy, i Ll- o � W Wc~n c~n a � w Ii 4 x 4-2 Cd ry N � 4-4 Lr) +- ry t/} r-+ EX3.1 I N N i BEDROOM I ^ DN ! I� STAIR HALL Li HALL 0 201 201akol 205 los � H 2�0 _ ----- -------- 0 0ATM-- - s I ACCESS i \ 0 \ I ABOVE o STE R BAT �-i BATH \' o I I 0 / \ I 207 - ----------- ---------` - EX3.1 ❑ \\ ❑ '', I ' \ / 2 0 ,' 0 -------- ------ l E X 3. -- MASTER BEDROOM i w F- 206 W o 0 � I I I � I V BEDROOM /L-------------------------- 0 204 0 \ J Q = / \ Q / \ w w I I w I I I I Cl) I I � I I I I I I I I I I r � rn C) I I I I Ao N I I - I I I I I I I I I I I I I I O i I I I I I I I z z - i I I-------------------------------------- - E;. 0 C) (D L� L-- CD W zz � �-- 0 W cn u w � EX262 /0 �"i:i�;,. ,.+'`SCP �./ S•1 v ct N � 4-' d Q Ln 4-a r+ � CIO �T4 Q bi N N n� V J H Uri EXISTING ROOF TO BE REMOVED H A U o 0 W U m QS wQWJ; w W A UJ Of d 1�1 W rn rn CD N � 0 \ � N I z �- Q � II CD � U \ O cn O � z I w CD a _ O H w � p EX293 t 0 y c> 00 U _............- N d W 4-4 Ln � r Lmul rn N t^. N - ... ........_.... ----- --- ----------- .. ....... .... _......... .... . ._ ...._. _....... .__....... . _. ........_.. -... _ . .. -...._..-_. .. - — — — — — — — — R SECOND 1L 000 -...... _ H - ----- 1ST FL. FINISH FL-ALIGN W/EXISTING HT1 � — — — — — — — — — — — — — 39' -81/2" � H NORTH ELEVATION - EXISTING 1 1-011 W STH F-�-1 A U o 0 ---......... ... .._._ . 1�1 W _ _.. ---- '- --- ---. __ ---- _.. ....._... _ - A Wmi mi of Of d Ac N - - SECOND FLOOR 51- - Cf) o i a - _..........______ _. _ _..____.___ ___-__---_ _ --_--__-. ___-_ . __._ __ .._.__._ __..._ __ ...._._... 0 CD Ocn a x L .._.__..._.-_ w w — — — — — — — — 1ST FL FINISH FL_ALIGN W/EXISTING H O - 39' -81/2" --,P WEST ELEVATION - EXISTING 1/4"= 1'-0" EX • nhi��na� vi W cq 9 w 4-4 44 -- - _ t✓ � Ln 1 UO N N SECOND FLOOR 111L] Ll LL - 1ST F.L. FINISH FL-ALIGN W/EXISTING r� 39' -81/2" H 1 SOUTH ELEVATION - EXISTING 1 1/4" = 1'-0" W H _ A _ W 0 0 - - W J _..-..__..... ..-...._.. .-........-..__- -....,......_......._..._ ...... -.......-.-.- -. _. W Q Lj W � L.LJ � d CD N [W �' _ A 0 N SECOND FLOOR cnw n = V \ � rn O cn c n z W °D w A O x w � 1ST FL. FINISH FL-ALIGN W/EXISTING w w p _ . — _ _ — — — — —39' -81/2" EAST ELEVATION - EXISTING 2 1/411= 11-011 EX • V! 00 ti< Lam`, `• f..` ,''Ju � O 0ryV d� L n/ N � � Ljr) Lr) N N A4.0 ?A40 t / / _ — — — — — — — — — — — — — — — — — — — — — — — I I A4 - - - - - - - - - - - - .1 A4.1 I I i I I I I l t o I I I I (A4 1 // I I UNEXCAVATED A2.t I I I ALIGN EXTERIOR OF NEW I I I- - - - - - - - - - - - - - - - - - -� L - - - - - - J L-- - - - - - - - - - - - � CMU FOUNDATION WALL I I I I 1 4'-8" W/EXTERIOR OF EXISTING i� / FOUNDATION WALL - - - - � - - - - - J i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r- - - - - -- - - - - 7 L - - - - - - - - - - - - - - - - - - [� � - - - - - J _ H o GENERATOR PANEL 002 UP I I IC RAVILPACE I A CE S I UXCAVA�f D I H I I I I I I I I I 1 I NEW CRAWL SPACE I I I I I I I I I W o l I IELEC. I L- — J I 1 o I IPANELs EXISTING UNFINISHED I I 1 o - I BASEMENT EXISTING UNFINISHED L - - - - I H LL_ I I F- � (MECHANICAL) BASEMENT z 1 0 1 � I l w I - J (STORAGE) 1 I i I I 11 I I BOILER I I I I I II I I I I I uP A I I W 1 1 I I I I I Q Q Hiw I11 IN 11 11 11 11 11 11 11 111 W o 0 I I � I I I I I I I I I I 11 I m = I I I I A - - - - - - - - - - 17' 4- - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — �JI�EX�AVATED� L w � 1cn LIcn I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I rn rn _ C", \ � 1 A co - 1 1 r. � o A4.0 A4.0 W II 1 2 Q::� O Q V O L.L z oO x w � W U� Q a O Z H � O � A2,00 _ eevtetarl,. ee*' c.ire 00 ,k® �� nnaceaa l l N x" l uJ A 1 ry U U � u c "r w Q � / N C U Lr) d' A4.0 A4.0 1 / 2 A3.0 �^ 4'-8" 18'-0e N N A4.1 ��r O a O A4.1 �T 1 �_/ 0 4 A8.1 2 I I A4.1 0 B MASTER BATH 3 A4.1 I I ENTRY PORCH I I - - - - - - - - - - - - - - - - I I 100 I I 115 2 I I I I / ASTER SHOWER 15A / A8.1 08 10 - - - L,12 7 - - - / 7,L- O - �S GUEST BEDRM STAIR HALL MM�DROOM ND DRESSING RM 5 102 110 101 1 8 A8.0 6 CLOSE GUEST BATH/CL OUP SIDE PORCH7 1�CE 9 114 103111 12 A8.0 10 � 06 1 6 11 \ / 109 1 108 I 1 SHELVES /o\ ---------------------- I I W � --------------- cc 122 I --------ii--------------------------- o E QSTING w z ' BUI T-IN TO m ¢ REMAIN U M I i �i I z � I I I I ----- W °° KITCHEN I I r^ STUDY ---- ---------------------- � �-----------------� �--------------------------- HJ ---------------- -I------------- 107 104 LIVING ROOM ; ; ; ; DINING ROOM o A3.10 / \ 2 ' MASTER BEDRM — - - - - - - —+ - - - - — - — - — - ;— - - - - - -; - - - - - - - - All I I I I 4 A8.0 2 112 i i i L _ - - - _ J � 3 I I I I11 1 -- - /� < _ II ----------------- - ----------------T-T--------------------------- - J I A II ------------------------ ----------------- I I I I I 113 - - - - - - - - - I 112 I I I I W I I I I I I I � 120 101 i tFi i 105 I V I I I I 120 101 i i i 105 J 17' 4" i 103 I w = _ a w w I 103 I A I , I I I , � I � w I w w w I H NEW TERRACE PATIO 111 ; W n , o I N _N \ \ \ I , A Op N N t I I A4.0 L �L------------------- F01------------------------------ 0---------------a'_j 1 I I I I I I I , I , I , I I O IZ W i l z 1 2 C Q u \ Q n (n 1 Lam. i O Lj-JO O L� Ocf) �'',,, n VJ S ~ N � to r "'V + A 4^ A4.0 A4.0 1 2 A�.0 1 N N ----- ---------------- ---------------- ----- I A4.1 A4.1 I 1 I 1 I I I I � I I � I A4.1 O BEDROOM O A4.1 2 I 2 . I i 216 10 I 13 A8.4 11 12 POSTUP AND DOWN O I I I 214 W.C. I I I 225 _ BATH I I I I I I I I I 1 8 A8.4 6 11 208A 8.4 2 221 ---- -�--- BATH O 208 14 A8.2 12 I ----- ------ -- - 3 S PED CEILING 21 �/ 7 3 ° C'N LOPED CEILING 222 24 LL 21 H r ° OI 9 CABINET LINEN �f SELVES CLOSET F� 223 227 213212 STAIR HALL BEDROOM I I 201 r------- HALL i HALL 0 O ATTIC 6 As.2 3 I 1 HALL I 213 221 i ACCESS i 211 209 i i i 202 5 A8.2 2 201 205 l0 f--1 I 13 L-------� 0 1 1 4 205 16 A8.3 14 1 I 18 216 _ 21Q__ -------- - 5 A8.3 6 I ATTIC , \ / w 1 19 HAL —ZOs — ACCESS 1 ° 2 217 BATH HALE ABOVE i ° BATH I 1 207 220 203 20�4A 206 1 \ 0 02 I I 20 � �TH I — I BEDROOM ❑ 207 � 210 ❑ A?. 0 DD BEDROOM ------ -._-- I -------------- - ,. I 212 1 IP A BEDROOM -- 4 A8.3 2 _. - _.._......- ----------- 12 A8.3 10 3 204 BEDROOM 11 i 206 x SLOPED CEILING LOPED CEILING ----� SLOPED CEILING r---- ---I�I SLOPED CEILING r ---- V + I-- -- ---------- -- —� il — -- ---------- --- —� 208 I 1i 1+ I I 208 J---------------------------\ -� I m Lil A I I W �- I w jof � I I � L'i I I MW I I I I I I I I N 0 � ^ 0 N I I 4i I I I I I I I I I I I I z -� z .- n Q W II A4.0 A4.0 0 1 2 0 A?.l LL- 0 J O a 0 (-) z D-' LSI H n cf) A2,92 �✓1 00 a v cli ry N � v � R r A4.0 A4.0 a�'� •d 1 2 �` N N A4.1 A4.1 1 1 A4.1 A4.1 2 2 LL �T4 H ►--WH L --I L J STH LJ A U o 0 W V m = UJ Q w A W � � w � N O N � A 0 N Q O A4.0 W II 1 A4.0 2 Q U J LL z oQ w a� o °- n L- a (D o �. N � • u 00 CD lK .. J Ci`..car>. � /•y", � ' r u ... A� w , ry <C . , N C:) � d- tn d d v; 12 8 .� N N 12 FRAME OVER LLL _.. - 42 EXIST'G ROOF TO RAISE ROOF SLOPE _.__.. _ . .. .. _. . . SECOND FLOOR _ __ . ..... ..... .. _ EXISTG ROOF ..... ... _ HI - __...... _ _ LA 111-A 0 ........_. Flo G _�-- - -- _ __.. _. .. - - 3_9'-81/2" � H �1 NORTH ELEVATION - PROPOSED I1/411= 1'-0" I� rH DEE _ U 0 12 ---------- __.._ V - - - - - Q w w 12 - - - - - _ _.._:. 42 - - ... - -..._.... _..... t! ui w -....... -. . .. ..__._._..._.. ---- --._._.... ......... ._...__._...._......_... .. ... ..-............................. CD �j N LL LLJ .. . ... . .. ._....... . . .. ... _. -...-.. ...____.. ---_.. .-.. ..-.___..- ....__ -. .. ......_---.__.. _. .._ .....__.-... .-.._._.._....___-- ----. ......._......_._._-..-_..._ Cf) CD LOWER SECOND FL SUBFL 77.-_._.. . .__.._ .... _.....: - 49' -9-7/-8'-'T'-- W � V � \ _.._.. . _ . . _--____. ____...-...__ ..._._........ ._._ . ... 0 z W aLLJ O w - - 1ST FL. FINISH FL-ALIGN W/EXISTING H n w 0 39�-8Tl 2 WEST ELEVATION - PROPOSED 1/4" = 1'-0" • V J pp A .. .-•,'�,v°"(iY-` tom.', 4-J tO N D Ln � r � r rvoolFh� IJ N N , FIM . = - FRAME OVER ani EXISTG ROOF TO RAISE ROOF SLOPE SECOND FLOOR 511 - 101, LOWER SECOND FL SUBFL EXIST'G ROOF \ 49' -97/8" — — — — — — — — — — — +H ---- -------------- Jill - - .._. ._........ .. :. II III L_ 1ST FL. FINISH FL-ALIGN W/EXISTING 39' -8112" W � SOUTH ELEVATION - PROPOSED 1 1/4" = 1'-0" v� W H A V _ ..:...::_._....._W._.....__..:..._..:_._._.: ___. ........... . _. _.._.... .. ....... m w Q w w � - w w w H 4 t) .............. .. _...__._ _ - - - 00 FRAME OVER EXIST'G ROOF TO -� -- __.._ SECOND FLOOR g � - - - ,- -- . . . . . - - - - - ROOF SLOPE-._- � � — — — — — 51' 10" w �i _........_. ..._. ... .. . .. .. . __._ EXISTG ROOF _ CD cn I F- I (� - - - - - - - ST FL. FINISH FL-ALIGN W/EXISTING H �- w 4 2 EAST ELEVATION - PROPOSED 11411= 11-011 • �+ 00 all, C N � t+ Ln 4-J t /J r-" yn 0 r N 4^ ry'. N A4.1 A4.1 12 12 i. � 8 � 8 I ATTIC ATTIC I 12 T.O. r. _..: 42 T.O. PLATE - NEW WING DORMERS PLATE-NEW NORTH DORMER - W ,;- -, - J - 57 6 7/8 f - 7 ;�.. I BEDROOM c ( BATH HALE: co o ; BEDROOM BEDROOM �'' h i I ( , 215' I 209 i'i f 210 212 I I i � ;ii ' i it i _ . . LOWER SECOND FLS L 49'-9 7/8" . W E v J "' GU T BATF/CL STUDY D ESSING MASTER BEDRM 113 112 1031041 �~ 1ST FL. FINISH FL-ALIGN W/EXISTING 39' -8112" — � T.O. FNDTN WALL I � f W NEW CRAWL SPACE f V ADJUST CMU WALL HEIGHT TO EXISTING UNFINISHEDJ CONSTRUCT WITH FULL HEIGHT BLOCK; fl ( ✓ °O = SEE S2.1 �; BASEMENT I W w T.O. FOOTING- NEW FNDTN j; (MECHANICAL) — — — — � - - � — — — — — — — 33' - 10112" f d A T.O. EXISTG SLAB U' — — — 301 -2" SECTION A SECTION B N 1 1/411= 1'-0" 114" = 1'-0" A ° N 0 I Cf) I I O u U W U W z p o � W —I z a � N m 00 L 44 ry \V N 4-+ c.y Ln Lo V O d A4.0 A4.0ooiO4N A4.0 A4.0 2 1 ry N 2 1 12 12 8 8 I W I 12 T.O. PLATE -MASTER BATH WING DORME RS I � l I' 55' - 1 1 42 IBEDROOM ( H B :DROOM H 1�16 LOWER SECOND FL SUBFL LOWER SECOND FL SUBFL W I — 49'-97/8" 49"-97/8" I t I MASTER BATHN't MAST R BATH 115 , : it �, 1ST FL. FINISH FL-ALIGN W/EXISTING 1ST FL. FINISH FL-ALIGN W/EXISTING f =_==" ', — _ — ' — — — _ uI; ,. , �I _ 39 -81/2,39' -81/2" FNDTN WALL W T.O -71139 -7" 39' Awx Q Q x i NEW CRAWL SPACE NEW CRAWL SPACE cc w j T.O. FOOTING - NEW FNDTN T.O. FOOTING- NEW FNDTN A 33' - 101/2" — — — — — — — — — — — 33 - 101/2.. B.O. FOOTING- NEW FNDTN — B.O. FOOTING - NEW FNDTN w 1 SECTION C SECTION D w w 1/411 = 1'-0" 32' - 101/2" 1/411= 1' 0" Wm C'4 \ O N � A \ \ 00 CD Q u \ U W Cf C.� w z � o H m o u j 00 WINDOW SCHEDULE WINDOW ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS U TYPE MANUFACTURER TYPE No. WIDTH HEIGHT WIDTH HEIGHT U-VALUE EGRESS NOTES ui ` A MARVIN TRIPLE MULLED CASEMENT CUCA2856 E T-1" 4'-7 518" T-0" 4'-7118" YES u B MARVIN CASEMENT CUPCA2844 E 2'-5" 3'-7 518" 2'-4" 3.7118" YES O u C MARVIN DOUBLE HUNG CUDH-NG3226 E 3'-2114" 5'-0" 3'-11/4" 4'-11112" YES Z D MARVIN AWNING CUPAWN4028 3-5" 2'-3 5/8" 3'-4" 2'-3118" E MARVIN DOUBLE HUNG CUDH-NG2420 2'-6114" 4'.0" 2'-51/4" 3'-111/2" `✓ 4-4 F MARVIN TRIPLE MULLED DOUBLE HUNG CUDH-NG3226 E 9'-4314" 5 0" 9'-4114" 4'-11112^ YES C G MARVIN CASEMENT CUCA2436 2'-1" 12'-115/8" 2'.0 2'-111 NO GENERAL WINDOW NOTES: N c 1) BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY , DIFFERENCES WHICH MAY BE FOUIND SHALL BE SUMBITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. ' 2) PROVIDE SHOP DRAWINGS FOR REVIEW. Ln 3) SEE WINDOW ELEVATIONS FOR MUNTIN PATTERN. 0 "T 4) PROVIDE TEMPERED GLASS AS REQUIRED BY LOCAL BUILDING CODES. 5) ALL MARVIN WINDOWS TO BE HURRICANE RATED (IZ3) �'If, r, f 4A WINDOW OPTIONS: 1) SCREENS - HALF SCREENS FOR DOUBLE HUNG WINDOWS, (WHITE), INTERIOR WOOD FRAME SCREENS FOR CASEMENTS AND AWNINGS 2) HARDWARE - WHITE SASH LOCKS " " N 3) MUNTINS - 7/8" SDL W/STAINLESS STEEL SPACER BAR 4) INTERIOR - PRIMED 5) GLASS: MANUFACTURER - MARVIN GLAZING - DOUBLE PANE TYPE - CLEAR LOW-E 270 U-VALUE - 0.31 SHGC - .050 VT - 0.57 CR -55 GAS - ARGON FILLED 6) EXTERIOR CLAD - WHITE 7) EXTEROR CASINGS & SUBSILLS - 2" AZEK SUBSILL, 5/4X4 AZEK CASINGS. 8) JAMB EXTENSION - TBD 9) PROVIDE COPPER SILL PAN & VICOR FLASHING AT ALL WINDOWS & COPPER HEAD FLASHING @ WINDOW HEAD CASING 10) CASEMENT AND AWNING WINDOWS TO HAVE COASTAL HARDWARE PACKAGE 11) INTERIOR CASINGS, STOOLS & APRONS. ANDERSON MCQUAID CASING AM3028 3'-21/4" R.O. 7'-1" R.O. 2'-5" R.O. 7 3'-1114" 3'-5" R.O. 2'-4" 2'-4" 2' 4" 2 4 3 4 orar— �-10 1 1 N N I co I I I I co „ ti I \-7;tFIXED I OPERABLE FI D WINDOW D �..i I \ \ I I 1 i i `1' 1/2"= 1'-0" L11 l i 1 WINDOW B 2 1/2"= 1'-0„ w WINDOW A WINDOW C „ _ 1-011„ �/ J 1 1/2"= 1'-0" 112 1 -0 H 2'-61/4" R.O. 9'-4 3/4" R.O. 2'-1" R.O. oe 2'-5 1/43'-1 114" 3'-1 1/4" 3'-1 1/4' 7 21.0" lie 101 -10 — — I I I I I I I I A I I I I o C5 o7 I I F I I I I I I w 1 I7 WINDOW G A 1/2"= 1'-0" WINDOW E 1 1 1 c WINDOW F 1/2"= 1'-0" CDW H D A � N I ,W II � N LLJ W 0 z As * O z � w � H � x rq DOOR SCHEDULE u ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS W HARDWARE -- o No. MANUFACTURER MODEL No. STYLE MATERIAL WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS SET NOTES — _ p au 001 EXISTING 2'-8112" 6'-10112" 2'-6" 6'-8" 1318" r 002 EXISTING 3'-2112" 6'-10112" 3'-0" 6' 6" 1318" 100 EXISTING 3-2112" T-2112" 3'-0" T-0" 2114" 101 EXISTING 5'-5518" 7'-2112" 6-4518" 7'-2" 1314" 4.4 � 101A EXISTING 5'-1518" T-0112" 4'-9112" 7'-0" 1" ",-J 102 EXISTING 3•81/2" T-2112" 3-71/2" T-2" 1314" cy 103 EXISTING T-1112" T-2112" T-0112" T 2" 1314" WOOD EXT JAMBS&SILL , d 103A EXISTING 5'-1518" T-0112" 6'-11" 7'-0" 1" 4-4 awn 104 EXISTING 3'-6112" T-2112" T-7112" T-2" 1314" to r 105 EXISTING 2'-8112" T-01/2" 2'-7112" T.0" 1314" a d 105A EXISTING 2'-9" T-0112" 2'-6112" 7'-0" 1" 106 EXISTING T-2112" 6'-101/2" 3'-0" 6'-8" 2114" 106A EXISTING T-21/2" 6'-10112" 3-0" 6' 8" 1" 107 EXISTING 2'-8112" 6'-10 1/2" 2'-6" 6'.8" 1318" 108 EXISTING 2'-21/2" 6'-10 1/2" 2'-0" 6'-8" 1318" cV 109 EXISTING 2'-2112" 6'-10 1/2" 2'-0" 6'-8" 1318" N 110 EXISTING 3'-21/2" 6'-10112" 3'-0" 6'-8" 1318" 111 EXISTING 2'-81/2" 6'-10112" 2'.6" 6'.8" 1318" 112 EXISTING 2'-8112" 6'-10 1/2" 2'-6" 6'.8" 1318" 113 EXISTING 2'-81/2" 6'-10112" 2'-6" 6'.8" 1318" 114 EXISTING CASED OPENING 3'-3112" T-21/2" 3' 1" 7' 0" 115 EXISTING 3'-61/2" 6'-10112" 3-4" 6'.8" 1318" 116 EXISTING 2'-6112" 6'-10112" 2'-4" 6'-8" 1318" 117 EXISTING CASED OPENING 2'-8112" 6'-10112" 2'-6" 6'-8" 118 MATCH EXISTING 2 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 119 MARVIN CUIFD2870 FRENCH DOOR(FIXED) 2'-10112" T-2112" 2'-9112" T.2" 13/4" MATCH EXISTING WALL WOOD EXT.JAMBS&SILL 120 MARVIN CUIFD5470 FRENCH DOOR(PAIR) 5'-5 518" T-2112" 5'-4 518" T-2" 1314" WOOD EXT.JAMBS&SILL 120A CUSTOM SCREEN DOOR(PAIR) 5'-5 518" T-21/2" 5'-4 518" 7'-2" 1" SIMILAR TO EXISTING 121 MARVIN CUIFD2870 FRENCH DOOR(FIXED) 2'-10112" T-21/2" 2'-9112" 71-2- 1314" MATCH EXISTING WALL WOOD EXT.JAMBS&SILL 122 MATCH EXISTING 2 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 13/8" 124 MATCH EXISTING 2 PANEL DOOR 2'-101/2" 6'-10112" 2'-6" 6'-8" 1318" 124C 2'-0112" 6'-0" 1'-10" 6'.0" 1/4" 125 CASED OPENING 2'-81/2" 6'-10 1/2" 2'-6" 6'-8" 126 MATCH EXISTING 2 PANEL DOOR(PAIR) 5'-0112" 6'-10112" 4'.10" 61.8" 1316" 201 EXISTING 2'-8112" 6'-10 112" 2'-6" 6'-8" 1318" 202 EXISTING 4'-111/2" 6'-10 112" 4'-9" 6'.8" 1318" �-4 203 EXISTING 4'-11112" 6'-10 112" 4'.9" 6'-8" 1318" 204 EXISTING CASED OPENING 3'-2112" 6'-10112" 3'-0" 6'-8" 205 EXISTING 2'-8112" 6'-10 1/2" 2'-6" 6'.8" 13/8" ^ 206 EXISTING 5'-2112" 6'-10 1/2" 5'-T 6'-6" 13/8" Q 207 EXISTING 2'-8112" 6'-101/2" 2'-6" 6'.8" 1318" 208 EXISTING 3'-6112" 6'-10112" 3-4" 6'.8" 1318" 209 EXISTING 2'-6112" 6'-10112" 2'-4" 6'-8" 1318" 210 REUSE EXISTING 2 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'.8" 1318" DOOR 211 MATCH EXISTING 3'-21/2" 6'-10 1/2" 3'-0" 6'-8" 13/8" 212 MATCH EXISTING 2'-6112" 6'-10112" 2'.4" 6'-8" 1318" 213 MATCH EXISTING 2 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'.8" 13/8" 214 MATCH EXISTING 2 PANEL(POCKET) 5'-61/2" 6'-10112" 2' 8" 6'-8" 1318" 216 MATCH EXISTING 2 PANEL DOOR 2'-10 112" 6'-10112" 2' 8" 6'-8" 1318" w_ ` 217 MATCH EXISTING 1 PANEL DOOR 3'-2112" 6'-10112" 3'-0" 6'-8" 1318" w 218 MATCH EXISTING 2 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 219 MATCH EXISTING 1 PANEL DOOR 2'-101/2" 6'-10112" 2'-8" 6'-8" 1318" L.L. 220 CASEDOPENING 3'-21/2" 6'-10112" 3'-0" 6'-8" H 221 MATCH EXISTING 2 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 222 MATCH EXISTING 1 PANEL DOOR 2'•10112" 6'-10112" 2'-8" 6'.8" 1318" 223 MATCH EXISTING 2 PANEL DOOR 2'-10112" 6'-10112" 2'-8" 6'-8" 1318" 224 MATCH EXISTING 1 PANEL DOOR 2'-10112" 6'-10112" 2' 8" 6'-8" 1318" 225 MATCH EXISTING 2 PANEL(POCKET) 5'-6112" 6'-10 1/2" 2'-8" 6'.8" 13/8" 226 MATCH EXISTING 2 PANEL DOOR 2'-8112" 6'-10112" 2'-6" 6'-8" 13/8" 227 MATCH EXISTING 2'-6112" 6'-10 1/2" 2'-4" 61-8" 1318" GENERAL DOOR NOTES: A 1)BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUIND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. (> o 2)SEE PLANS FOR HANDING. 3)PROVIDE ARCHITECT SHOP DRAWINGS FOR REVIEW 4)HARDWARE AND FINISH TBD 5)DUMMY KNOBS ON DOUBLE CLOSET DOORS VV/ADJUSTABLE BALL CATCHES 6)POCKET DOORS TO HAVE HAFELE HARDWARE-HAWA JUNIOR 40/Z "t 7)ALL INTERIOR DOORS TO BE SHOP PRIMED c 2'-101/2" R.O. 5'-5518" R.O. 5'-5518" R.O. 2'-91/2" 5'-4 5/8" 5'-4 5/8" lok CD NJ NJ ACN / \ 41 4„ / \ o — — I \ I I a - / \ LLI N N FIX D N r- PA EL 00 W \\ 1121, / u/ a CD Z \ / _ 0 1 DOORS 119/121 DOOR 120 DOOR 120A 1/2" - 11-011 1/2"- 11-01131/2" 11-011 0 A50t a�1111I1j�'��i 00 w ��6 O n t% uj V q ♦ 's/ � b.';'�,��'... c q� F�"ri it 1'Av orb a3� O?�wA! TH ASPHALT SHINGLES TO MATCH EXISTING @ 5"T.W. °�shd�Iwf clp`��.'•• v r �As�ssse f�4• ci 4-1 CA 30 LB.FELT BUILDING PAPER UNDERLAYMENT 12 = U 5/8"CDX PLYWOOD SHEATHING 8 f , v V ICE&WATER SHIELD,T STRIP AT EAVE N C r BLOCKING CLOSED CELL SPRAY FOAM INSULATION IN ROOF N ,^ (TOTAL ROOF=R-49) -J 12 � n s~ Ln V d- r _ 2 LOWER SECOND FL SUBFL 8 49'-9 718" 42 2X8 CEILING JOISTS - WHITE ALUMINUM DRIP EDGE tr @ 16 O.C. BLOCKING — N N ASPHALT SHINGLES TO MATCH EXISTING @ 5'T.W. 1X3 STRAPPING 30 LB.FELT BUILDING PAPER UNDERLAYMENT 112"GYPSUM BOARD 1314" 518"CDX PLYWOOD SHEATHING W/PLASTER SKIM COAT T.O. PLATE-KITCHEN/STUDY 2 — — 48'-91/4�� 2 3"X5"PAINTED ALUMINUM OGEE GUTTER 1X12 PAINTED CEDAR FASCIA 1X8 PAINTED CEDAR FASCIA GAMBREL ROOF HIP 1X6 CEDAR T&G SOFFIT 11/2"– 'V-0 514X BLOCKING 1X4 CEDAR FASCIA 4 MASTER BATH WING EAVE DETAIL SECTION 1-011 CLOSED CELL SPRAY FOAM INSULATION IN ROOF 12 (TOTAL ROOF=R-49) W 8 BLOCKING RADIUS=42'-61/2" ASPHALT SHINGLES TO MATCH ASPHALT SHINGLES @ 5"T.W. �--{ EXISTING @ 5"T.W. 30 LB.FELT BUILDING PAPER �y 30 LB.FELT BUILDING PAPER UNDERLAYMENT UNDERLAYMENT (T� 5/8"CDX PLYWOOD SHEATHING 12 518"CDX PLYWOOD SHEATHING \ ASPHALT SHINGLES TO MATCH EXISTING @ 5 T.W. \ 8 ICE&WATER SHIELD,Y STRIP AT EAVE 30 LB.FELT BUILDING PAPER UNDERLAYMENT 5/8"CDX PLYWOOD SHEATHING �..� ICE&WATER SHIELD,T STRIP AT EAVE LOWER SECOND FLSUBFL — 2 T.O. PLATE-MASTER BATH WING DORMERS ,,,� 49'-9 718" h--I —\ — — —L — — — — — - _ CLOSED CELL SPRAY FOAM INSULATION IN ROOF WHITE ALUMINUM DRIP EDGE 1�LI \ \ 2 55 -11 1/4 (TOTAL ROOF=R49) \ \ 2 BLOCKING rM T-I \ \ 1X2 FASCIA 6 6 6 514X BLOCKING 13/4711718"LVL FLOOR JOISTS @ 16"O.C. \ \ 2 2 2 1 COURSE OF CEDAR SHINGLES TO MATCH EXISTING \ \ Q L.C.C.FLASHING N �i�, T.O. PLATE-NEW WING DORMERS T.O. PLATE-KITCHEN/STUDY \ \ 1X BLOCKING — — — — — — — — — 57'-6718" 48'-91/4" 2 \ \ L.C.C.DRIP EDGE 3"X5"PAINTED ALUMINUM OGEE GUTTER � V-111/4" 2 \� (3)13/4"X 91/4" HEADER 1X4 PAINTED CEDAR FASCIA 1X12 PAINTED CEDAR FASCIA BLOCKING A \ 1X6 PAINTED CEDAR FASCIA1X8 PAINTED CEDAR FASCIA 5/4X BLOCKING 0_- 06 Ins � o 0 \ 1X6 CEDAR T&G SOFFIT 1X6 CEDAR T&G SOFFIT 1X4 CEDAR FASCIAW \ j rL 5/4X TRIM �Cj)r *�+ 2 CLOSED CELL SPRAY FOAM INSULATION (2)2X6 TOP PLATE O S V 514X BLOCKING 1 1 COURSE OF CEDAR SHINGLES TO MATCH EXISTING OPEN CELL SPRAY FOAM INSULATION \ (TOTAL WALL=R-20) („7✓� \ L.C.C.SILL FLASHING ` CEDAR SHINGLES @ 5"T.W. TO MATCH EXISTING FINISH FLOOR w w \ \ \ L.C.C.FLASHING 3/4"CDX PLYWOOD SHEATHING A \ \ 514X EXTERIOR WINDOW CASING BENJAMIN OBDYKE HYDROGAP BUILDING WRAP 8"FIBERGLASS BATT \ \ W \ \ \ 2 2'AZEK SUBSILL 1ST FL. FINISH FL-ALIGN W/EXISTING 1/2"CDX PLYWOOD SHEATHING INSULATION— — — � \ \ ----- AZEK TRIM 39'-81/2" w w \ \ 2X6 P.T.SILL., ° \ \ L.C.C.SILL FLASHING L.C.C.TERMITE SHIELD o -Jo " 2X12 OOR J I TS @ 1 O.C. \ \ 1/2"CDX PLYWOOD SHEATHING \ \ 6"C.M.U.BLOCK MUDSILL a e a 1 (TO AL LO = -21) o, o BLOCKINGcn II N N \ PARGE EXPOSED FACE OF C.M.U.WALL 1 ASPHALT SHINGLES TO MATCH EXISTING @ 5"T.W. I; A N N R-42 RIGID POLY-ISO \ 30 LB.FELT BUILDING PAPER UNDERLAYMENT 10"C.M.U.BLOCK FOUNDATION; 2 FOAM INSULATION \ 518"CDX PLYWOOD SHEATHING SEE STRUCTURAL DWGS FOR DETAILS \ (TOTAL CRAWL SPACE WALL=R-12) ° P.T.2X12 JOIST @ CONCRETE p R-10 2"RIGID XPS INSULATION • P.T.2X4 SILL PLATE ICE&WATER SHIELD,3'STRIP AT EAVE p (f DAMP PROOFING - SILL SEALER --I I I \71/2" CONCRETE SLAB; W W 4 SEE STRUCTURAL 0 2 _ LOWER SECOND FL SUBFL — \ 2 — LOWER SECOND FL SUBFL ° I('4 DRAWINGS FOR SLAB REINFORCING W 49'-9 7/8" 49'-9 7/8" FILTER FABRIC;WRAP AROUND GRAVEL ri (� .°a : <-° 6 MIL.POLY VAPOR BARRIER WHITE ALUMINUM DRIP EDGEON TOP OF INSULATION, W BLOCKING 4"FOOTING DRAIN HOLES DOWN °I I TAPED SEAMS, f l. • ° WRAP UP WALL 2" DRAIN TO DAYLIGHT WHITE ALUMINUM DRIP EDGE I'1" °° ° R-10 2"RIGID XPS O .. INSULATION Q 13/4" • J _ T.O. PLATE-KITCHEN/STUDY T.O. PLATE-KITCHEN/STUDY 2 48'-9114" 2 48'-9114" T.O. FOOTING-NEW FNDTN 2 3"X5"PAINTED ALUMINUM OGEE GUTTER 2 375"PAINTED ALUMINUM OGEE GUTTER 33'- 10 1/2" I� o o '' :, ° •, r e• :` -fib --, i d-,-,.. e. o O C 1X12 PAINTED CEDAR FASCIA 1X12 PAINTED CEDAR FASCIA N ;`�,g -,% a.l'." < • - Q �� 1X8 PAINTED CEDAR FASCIA 1X8 PAINTED CEDAR FASCIA �O�O - I�' a° =-m- °a y,y R C 1X6 CEDAR T&G SOFFIT Z3- a o c 1X6 CEDAR T&G SOFFIT -'<Q°• - -� ° < �J_'=, �� �=�_= p p' 514X BLOCKING ' 5X4 BLOCKING O 1X4 CEDAR FASCIA _ = - `°` : .e - • c 5MASTER BATH WING DORMER EAVE DETAIL SECTION LARGE DORMER EAVE DETAIL SECTION 1X4 CEDAR FASCIA GAMBREL WALL DETAIL SECTION °-a_ •; 11/211= 1'-0" v 1 1/2"= 1'-0" 11/211= 1'-0" ., NI11111/ V ! :IS / oc aw' tDAFiCyiT�le � C +A���\ eeeaeoaoa` �f app ey r i ac v i o ,Jij wda„aroo` . i., t.J 4.4 4.4 t_L_ C Z Q � � cq +-1 f- U 44 in � i _ f - -_-- - -- ' I ` MASTER BATH ;j ENTRY PORCH p 115 i H ° l MASTERS OWER M 115A k - GUEST BEDRM STAIR HALL ---- 102 101 109 - - _ ! _ PORCH BATH/CL DRESSING RCLOSET --4 =103 L' 13 MUDROOM 1 ., f - W I EXISTNIC k EU1LT-1"TO ;I t� KITCHEN STUDY -- - - - - - - - - -- - - -- -, 104 LIVING ROOM DINING ROOM 105 I ',, -®-- - - - - -� - - I I � I 106 ' � i I i MASTER BEDRM -- -- y 112 ' + fn i n i f T W PATIO w 111 aLLJ i ' W � o t N i N •� ' A 00 N N 0 U 1 U � W � � w �n O O w � J °_ p AL > •�r4f 1�1(. N l� F- �♦* 1. fin, Wo, u W F- F Q v' n o N i f F� i I I I 4 Li BEDROOM ------------ I1 ; I �. — i -'.. . 77 µ.- `I - �i , i 214 , I 0 t I, i, 28A , , ` . . E \B DROOM �,�' � M .ww�.,, �- � r, 208 ' � 213 �,�� -- ,, ., .. . ., ., .A., p..,, STAIR HAL _ ---- HALL HALL _ATTIC ACCES t: 2Q _ _ HALL i! ! �— 1'-6" 8' 0 -11 FF 2' 0.. E EQ �/3' 6.. ! n �� 205 —— — s ,w it I it I ;HAL t _ - '.--�r—'— , n -_r+ f'e C-'C'� ABOVE BATH HALL ------ —------ ----------- _ � I i BATH _ ! i 203 / BEDROOM OS 210 9 I i .I , ( .0 .. BEDROOM r BEDROOM t 204 !BEDROOM A 212 k _. __._........_ ._.-____ 206 --- _ -.......... V gg {{ r I I I i E .E s< -- -- -- - _ --- , W I ' < W s� w w w oo� a j MSI i ' ! ! W rn rn N � Ao � N i pp0. i I f' i ( O I` .,.�...,h.:. .,....R-.b._.m.•.v.�,au.,.._..•...,...u.�,..,.,........,.�........,_._........,.n.,�...�,..w..,..•.....mv_..A�.,,�.,-,. ..,�..,,,,.,.�............:....m,..�,.�,a„,.,.._.,�.r,�...:...-:..,:.:..:.......:...,_........,...,-........,._..:r....-.u....,...�4n..�...�.......�. ,W � Q � O O � W O � � O • V J oc (� C r cV GENERALSTRUCTURALNOTES U C REFERENCE IS MADE TO W BUILDING DESIGN LOADS DRAWINGS AND INFORMATION C LIVE LOADS UPON WHICH GNCB CONSULTING ENGINEERS, P.C. v 1 WORK IS BASED: C u RESIDENTIAL DWELLING HABITABLE AREAS WOOD FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF ARCHITECTURAL DRAWINGS U ; BY: AR&T ARCHITECTS 14 c4 SNOW LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) 262 WASHINGTON STREET C c DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT SECOND FLOOR LL C GROUND SNOW LOAD, Pg=20 PSF STRESSES: BOSTON, MA 02108 �J. x FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF BENDING, REPETITIVE USE Fb = 1 035si P PREPARED FOR: WIND LOADS BENDING, SINGLE USE Fb = 900 41 TENSION PARALLEL TO GRAIN Ft = 575 VAN HENGEL RESIDENCE u r WIND EXPOSURE CATEGORY: D COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 FISHERS ISLAND, NY 4-4 1n ULTIMATE WIND SPEED= 135 MPH SHEAR PARALLEL TO GRAIN Fv = 180 `F071 n REV 1 COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 MODULUS OF ELASTICITY E= 1,600,000 GENERAL 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AND PER MANUFACTURER'S RECOMMENDATIONS. IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE y 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN AND EXISTING CONDITIONS. OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. UNLESS OTHERWISE NOTED: 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING , AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY LAMINATED VENEER LUMBER(LVL) FOR THE BUILDING DURING CONSTRUCTION INCLUDING BUT NOT LIMITED TO MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi s METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. BENDING, SINGLE USE Fb = 2,600 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSIONAL PARALLEL TO GRAIN Fc(Par) = 2,510 Consulting Engineers, P.C. WIND AND OTHER LATERAL FORCES. HORIZONTAL SHEAR Fv = 285 COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 ,. 1358 BOSTON POST ROAD FOUNDATIONS PARALLEL TO GLUE LINE TENSION STRESS Ft= 1,555 POST OFFICE BOX 802 OLE> SAYBROOK 1. THE WOOD FRAME BUILDING ADDITION IS TO BE SUPPORTED ON A CONCRETE 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. CONNECTICUT 06475 MASONRY UNIT(CMU) FOUNDATION WALL BEARING ON A CONTINUOUS 7• ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE PHONE: 860 388 1224 STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. r GNCBENGINEERS.COM CONCRETE FOOTING. 2. ALL EXTERIOR STRIP AND INTERIOR SPREAD FOOTINGS SHALL BEAR ON 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD.g, ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, NATURAL UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC OR OTHER FINISH APPROVED BY ENGINEER. Y MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. 11. ANY WOOD I-JOIST SERIES TO BE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0"BELOW EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD CONDITIONS ENCOUNTERED. 5. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. r 6. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. NAILING SCHEDULE 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. 8. FOR SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE ALLCONNECTION NAILING --��""--- SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS. EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 4 1 RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY BRIDGING TO JOIST,TOE NAIL EACH END 2-8d ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB SHALL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc t, BE COMPACTED GRAVEL FILL, MIN 9-W REQUIRED. TOP PLATE TO STUD, END NAIL 2-16d STUD TO SOLE PLATE,TOE NAIL 4-8d REINFORCED CONCRETE DOUBLED STUDS, FACE NAIL 16d AT 24"oc DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc l NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH ALONG EACH EDGE t AS FOLLOWS: CEILING JOISTS TO PLATE,TOE NAIL 3-8d 3,000 PSI CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d 4 WALLS AND FOUNDATIONS INTERIOR SLAB ON GRADE 3,500 PSI CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d EXTERIOR SLAB ON GRADE 4,500 PSI CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 RAFTER TO PLATE,TOE NAIL 3-8d GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW BUILT-UP CORNER STUDS 16d AT 24"oc PRIOR TO PLACEMENT IN FORM WORK. BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. PLYWOOD: UNLESS OTHERWISE EACH SPLICE ON THE PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR NOTED SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED. PLYWOOD FLOOR A 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE SHEATHING m INDICATED SHALL BE: 3/4"TONGUE AND GROOVE 8d � CONCRETE POURED AGAINST EARTH 3" ROOF SHEATHING 5/8" 8d V \ CONCRETE POURED IN FORMS, BUTW U EXPOSED TO EARTH OR WEATHER: WALL SHEATHING-PER SHEARWALL NOTES f�C, u a. BARS#5 AND SMALLER 1-1/2" �,, D VIEW b. BARS LARGER THAN#5 2" NOTES: �3 U SCHEDULE BASED UPON COMMON WIRE NAILS. m 7. EPDXY ADHESIVE TO BE HILT[HIT OR EQUAL, UNLESS NOTED OTHERWISE. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. N 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. ENGINEER'S REVIEW PRIOR TO SCHEDULED DELIVERY AND PLACEMENT OF CONCRETE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED A FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. COMMON WIRE NAIL DIAMETERS PLACE ANCHOR BOLT w MASONRY 6d 0.113" BOLT WITH DIA.ANCHOR AT CENTERLINE OF PLATE W cn 3"x3"x.229" W �.. 1. ALL MASONRY WORK SHALL CONFORM TO THE BUILDING CODE 8d 0.131" WELDED WIRE SAW CUT PLATE WASHERS �_A L REQUIREMENTS FOR MASONRY STRUCTURES TMS 402(FORMERLY ACI 530). 10d 0.148" U.N.O. 2. CONCRETE MASONRY UNITS, HOLLOW CORE, CONFORM TO ASTM C9012d 0.148" FABRIC CONTROL JOINT AS % �� ' j i o WITH SPECIFIED COMPRESSIVE STRENGTH OF 2,000 PSI. 16d 0.162" REINFORCEMENT SOON AS o' _� /�� / (� o 3. ALL MORTAR SHALL BE TYPE S. BRICK N 20d 0.192" 1 1/2"CLEAR ON CONCRETE WILL \�Gi/ N N 4. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT. OR BLOCK NOT RAVEL(24 HRS 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. SUPPORTS MAX) ��/ SQPO' Q� N 6. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE = Q m USING LOW LIFT GROUTING TECHNIQUES. CLEAN-OUTS SHALL BE w w PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING 4� / O° o LL REINFORCING. X -- -_-_- 7. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZEDCIL ---- -- ------ - �,j �" OR PLASTIC BAR POSITIONERS. 1-0•. .- - • :-• :., ,., , , ,.,, , . ,. .,. .'�I' 8. VERTICAL BAR#4 AROUND WALL OPENINGS. Ld TYP -- -- 9. ALL MASONRY WORK SHALL BE PLACED IN RUNNING BOND. a, GRAVEL a) 10. GROUT PER ASTM C476. 0 VAPOR RETARDER = MINIMUM OF 2 BOLTS PER Q. W C� 0PER ARCHITECT PLATE - BOTTOM = w►-; 1-7 s Q FOOTING SLAB ON GRADE BEARING SURFACE: - -- - ---I I -� --- ' -- I - -; U cn --- cn -- Q WITHINTHE BUILDING AREA REINFORCING -- I- -- --- - REMOVE ALL TOPSOIL, MAN-PLACED FILL, _ - �X SUBSOIL AND ANY OTHER UNSUITABLE MATERIAL TO EXPOSE NATURALLY DEPOSITED TYPICAL ANCHOR BOLT DETAIL O w E- INORGANIC SAND/GRAVEL, OR REPLACE --- NOTES: Z r` o UNSUITABLE MATERIAL WITH COMPACTED J C - - - ------ - -- - - :N 1. PROVIDE MINIMUM 12"EMBEDMENT. STRUCTURAL FILL J 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 11/16". °O SEE ARCHITECTURAL DRAWINGS 3. SINGLE SPLICE PLATE TIED WITH SIMPSON ST6224 STRAP. W LLl U rn "T' 2,,r,MIN FOR ANY INSULATION REQUIREMENTS 4. ANCHOR BOLT TO BE PLACED WITHIN MIDDLE THIRD OF PLATE. a Z LZ TYPICAL STEPPED WALL FOOTING DETAIL 09,K TYPICAL 6 TYPICAL SLAB ON GRADE DETAIL FOUNDATION -ANCHOR BOLTSsloo h CICENS�O�' VJ oc C r-+ O U W j � f- U T- v 1 C V U ;-4 V N C r ry C ~ 'J 4-+ •�� U 4 �n � tn y N N S2.1 NEW EXISTING I Consulting Engineers, P.C. 22'-8" 1358 BOSTON POST ROAD PERFORATED SHEAR WALL 6x6 POST POST OFFICE BOX 802 LD SAYBRK 4- 18'-0" 2-SIDED PLYWOOD AT CORNERS OOO CONNECTICUT 06475 [32'-10 1/2" [32'-2 1/ "] HD9B TYP. PHONE: 860 388 1224 HD9B GNCBENGINEERS.COM r- - - - - - - - - - - - _ I N SF o zt S 5/8 I I `'' o .. N r -ITO SHELF 39'-5 1/2" SEE TYP DETAIL FORI roi rN, CONCRETE SLAB ON m rn -� TOW 38'-6" GRADE SF J p n -v Q I TO SLAB EL 34'-6 3/8" I 2-SIDED N _--____-_-- -- 2-SIDED m m 0) m PLYWOOD I - - - N [28'-5"] _ PLYWOOD = EXISTING BM POCKET BM POCKET __-- __. .. -_ _ -_ In HD9B HD913 -- HD9B HD9B FOUNDATION J = WALL (� F — — _ --- H 2'-0" I CONT CONCRETE v EXOG WEL FTGNTO EXISTING FOOTING SIZE& CI� FTG BOTTOM OF FOOTING ELEVATION n/ M ++ ! 7 1/4" 9 5/8" 7 1/4" FOOOTING SEE SECTIONS 1 TO BE DETERMINED PRJECTION FOR 10 I I II �� -+ DO NOT UNDERMINE EXISTING ! � CMU I FOUNDATION WALL _ ! CRAWL SPACE FOUNDATION REINFORCEMENT ACCESS OPENING J > I co CONFIRM LOCATION w WITH ARCHITECT r, w I (32'-10 1/2"] -i-) EXISTING -� H OTO SLAB EL 30'-2"- QO _ �Pipe3-1/2STD i J = _ _ _� __ — ►"� J "- SEE BEAM N I O I SEE TYP. Q z POCKET - DETAIL in TYP. DETAIL N � O m I c/) o Z M 2 2'-6" D w H z cn N S2.1 ., Nw 1 A 0 o Zm O o I U- v i c%j I ! O.. W \ I OPENINGS PER ARCHITECTS PLAN DOOR OPENING W in G) I I II L - ! = I EXISTING � � - - —i - - - T - - - r - - -- - - -- ----------- --- I -- --- x FOUNDATION - WALL -- - -- - H69B HD9B HD96 HD9B [32'-10 1/2"] � [32-2 1/2"] LL [30'-2 1/2"] LL 28'-2 1/2" i ALIGN [28'-5"] L PERFORATED SHEAR WALL o 2-SIDED PLYWOOD NEW I EXISTING w SF=STEP FOOTING i SEE TYPICAL DETAIL - � NOTES: 0 INDICATES SHEAR WALL SEGMENT CONFIRM WITH ARCHITECT SHEAR WALL LOCATIONS ARE SUPERIMPOSEDo IF CONTROL JOINTS IN CRAWL SPACE UPON ARCHITECTURAL BACKGROUND. ry SLAB ON GRADE LjLj SEE TYP DETAIL REFER TO SHEAR WALL NOTES. REFER TO SHEAR WALL HOLDOWN DIAGRAM. W II C:) U Q O -< N F NFA, Q 0 o S C Tj y0� W � _ _I ,�� =D n 01 FOUNDATION PLAN 02 SHEAR WALL PLAN = y H LL c) �--, sSI01� S I PROJECT ` NORTH V! oc C N C W Er � U 34 U Q N UCj ?,4 1 n � 1 v; �- 1 S2.1 S2.1 -� 4x6 4x6 N 4x6 POST 4x6 POST c� UP UP (3)2x6 HDR DORMER WALLS I I I I Consulting Engineers, P.C. WALL BLW 1358 BOSTON POST ROAD I I I JOISTS 1 3/4x11 7/8 LVL @16"oc POST OFFICE BOX 802 I � I OLD SAYBROOK N 0 I N HDR N HDR CONNECTICUT 06475 Z� I 04 I �= I v PHONE: 860 388 1224 rV001, GNCBENGINEERS.COM 2x10 STEEP ROOF �- RAFTER O I o I I WALLS BLW I I v DROPPED BEAM ( 13/ x11 /8 L L I z — ) 1 3/4x11 718 HDR •— -- — — j4; x ST POST BEAM X41 41 SIMPSON HGUM 5.50-SDS I I I BLW POST I BLW I POCKET POST POST CONCEALED FLANGE I I UP AT CMU (VALL UP UP GIRDER HANGER W H SEE TYP DETAILS AT CONC WALL I I I I ^ NP. HDR o m I I (3)2x6+ @) 1/2 PLYWD `" SIMPSON SPACERS, UNO x N GIRDER HANGER HDR MBHU3.56 I DROPPED BEAM a AT CONC WALL I (2 1 3/ x11 8 L L BRG WALL BLW}- — — — — BRG WALL BLW (3)11 3/4kl1 7t LV — — — — I t� — — I _ _ _ - NAIL 2x LEDGER TO H EXG WALL BEAM Pipe-1/21TD POCKET COLBLW AT CMU EXISTING 2 2 I WALL FLOOR FRAMING S2.1 2 1 3/4x1 8 LV 2"GAP BETWEEN WOOD a S2.1 I TO BE DETERMINED ( ) FRAMING AND MASONRY I I � TYP. to --- 00 ti EXG oV) zo EXISTING WALL " 52 2x PT RIM AT TO REMAIN I co 0 STEM WALL 04 I SEE SECTIONS 04co 00 00 I J J DORMER WALLS T 2x6 NI N WALL BLW V \ HDRs HDR ;iriLL — (3)2x10 — — 3)2x10 ' — Lr - - rT �' — — -- -- ` — - - - - - - - - — LO 2x6 WOOD 6"CMU STEM 10"CMU STUD WALL WALL BLW WALL BLW N BLW NEW CONSTRUCTION EXISTING STRUCTURE / 8"LVL RIM JOIST, TYP AT A SECOND FLOOR FRAMING W w Cn ~ 17'-4" � w rn W o r N N A U W O O O 1 W II LL- C) V z cn oz U Q LI J — C/-) n W `SOF NEW -6C D ' 000 U TIS Y� z o a C) Q rn 03 FIRST FLOOR FRAMING PLAN �0 083685 1/4" = 1'-0" 2 04 SECOND FLOOR FRAMING PLAN sS1oNP 1/411 = 1'-011 S102 PROJECT NORTH V J oc C C W F- 0 U C v v. 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N GAMBREL 1358 BOSTON POST ROAD x SHALLOW SLOPED IOOFI POST OFFICE BOX 802 N --- OLID SAYBROOK CONNECTICUT 06475 x4 POST - I x4 POST - —12z HDR PHONE: 860 388 1224 UP ; — — — — — — — — —BLW— — _ — — GNCBENGINEERS.COM OVER BUILD ONTO MAIN ROOF FT I � (3)2x6 HDR W/1/2"PLYWD I U O SPACERS ATTIC ACCESS - OPENING - - - - @� (2)2x8 JO I I x NAIL 2x LEDGER TO04 rWl AT OPENING I EXG WALL n� 1.2)2x6 HDR I I� BEARING WALL r r BELOW (3)2x6 HEADER 2x6 WOOD STUD I / w 1/2"PLYWOOD 2 BEARING WALL o 2 SPACERS I I x12 F]DGj BOA DI BELOW - - zo -- (2) _ B-- @) S2.1 - - - - L - - -- -- H cx z 3/4"T&G PLYWOOD - - - -I FLOOR SHEATHING 2x6 WOOD 5 1/2" U p ¢ STUD WALL p w I I EXISTING HOUSE ROOF v 2"GAP BETWEEN WOOD BELOW a_ N FRAMING AND MASONRY I o I Q TYP. 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SHEATHING 2x12 RIDGE BOARD 1358 BOSTON POST ROAD NEW ROOF I �NEW ROOF POST OFFICE BOX 802 t7_67_'-_43i4_'_' - - - — - — 67'-4 3/4" CONNECTICUT 06475 i PHONE: 860 388 1224 CS18 COIL AP GNCBENGINEERS.COM RAFTERS 2x10 @16"oc ACROSS ROOFSLOPE �i o° F _ (3)2x6 HEADER ACROSS ROOF ,�6 'Q9,o7, W/1/2 PLYWD AT EACH RAFTER �,+�� 'QS? CANT'L SEE TYP DETAILS SPACERS 5 �7p ROOF 0 1 FT EACH SLOPE Z FASTEN DIRECTLY �pF �7s (2)2x12 RIDGE BEAM TO FRAMING,TYP. o ATTIC LEVEL _ _ _ _ ATTIC LEVEL x 59'-11 1/2" 59'-11 1/2" ATTIC JOISTS 2x8 16"oc _o – – – - - – – – F-1 N r 2x12 WOOD STUD CONT 2x1 liil co � LEDGER BOARD O n i CONT. BEARING WALL 12x12I w .. _o AT RAFTER (3) 1 3/4x9 1/4 LVL HDR I SLOPE CHANGE -A� ii (32x10 HDR ) W 1/2 PLYWOOD EXISTING TO — — NEW CONSTRUCTION REMAIN I k N SPACERS EXISTING SECOND FLOOR I CIV NO AT KNEE WALL, CUT II I 51'-10" I o N I II I DEMO SECOND FLOOR I 2x4 WOOD STUD WALL 0 EN NEW CONSTRUCTION _ ® 51'-10" I I I II I H - - - - - - - - - - - - - - - - - - - -_- _- — 3/4"T&G PLYWOOD — — T I LOWER SECOND / „ LOWER SECOND FLOOR SHEATHING, I I II II I II II FLOOR 3 4 T&G PLYWOOD FLOOR SHEATHING,TYP. ! — _ FLOOR TMP' W1 49'-105/8" - - _� - - - - - - -- - - - - - - - - - - - - - - 49'-105/8" - - -LLA JOISTS13/4x117/8 LVL@16"o -1-Ad I — III ] - -- -- --— -— —- f-'-i 11 1 3/4"x 11 7/8" RIM JO (2) 1 3/4x11 7/8 LVL BLOCK BETWEEN 11 3/4x11 7/ �( S 1 3/4x11 7/8 LVL @16`0 N P (3)2x6,HEADER JOISTS AT CANTL (3)2x6 HDREXG WALL (3)2x10 HDR+ I /-4X4 [ — ] I---I CONT,TY W/1/2 PLYWD TYP AT SECOND SPACERS 1/2"PLYWD w/AC P S FLOOR FRAMING 0 SPACERS I I SPACERS (2)2x6 z PT JOIST AT CMU 2x4 WOOD STUD WALL—,,,., II TOP PLATE, PT SILL CONT., FASTENED BEARING WALL CONT,TMP. TO TOP OF CMU WITH TITEN CONC SCREWS 1/4"DIA x 31/2"L, 1 @ EA CMU CELL II II 3/4"T&G PLYWOOD FLOOR SHEATHING,TYP. I I A 2x12 @16"oc PT LEDGER TO CONC m FIRST FLOOR _ _ FIRST FLOOR 39'-8 1/2" 6"CMU Ll.' L 1/2" JOISTS 2x12 @16"oc JOISTS 2x12 @16"oc J�IS�S LTx12_a 16 oc — RfEINF CMU W/ V 144 VERT DOWELS AT BEAM POCKET BEYOND EXISTING FRAMING (3) 1 3/4x11 7/8 LVL (� m CENTER OF WALL @ 24"oc SEE BEAM POCKET TO BE DETERMINED +CORNERS W/STD HOOK+ 10"CMU DETAIL AT LVL V 2-#4 HORIZ.TOP COURSE+ 7114" �—Pipe3-1/2STD HORIZ JOINT REINF, EA 7 1/4" COURSE PMF CONC SLAB ON rh WL SPACE _ - `� - - - - - - - - --- - GRADE - - - 33'-10 1/2" SEE TYP DETAILs CRAWL SPACE -' ADJUST CMU WALL `- ,�" �_ 3.. � 33'-10 1/2" Q HEIGHT TO CONSTRUCT 9 5/8 2-#5 CONT REINF W/ t WITH FULL HEIGHT BLOCK BOTT 345 E.W. BOTT EXG EXISTING BASEMENT ---' W , 3"CLR CONC WALL 2'-0" ;T rh BASEMENT LEVEL COVER,TYP. _BASEMENT LEVEL _ E c — - - — - — - — - - - - Li 30'-2" - c BOTTOM OF FTG T-0"MIN. BELOW a ADJACENT GRADE,TMP. W N NEW CONSTRUCTION EXISTING TO REMAIN \\ N1 A U W 0 C) I W II 2 BUILDING SECTION SECTION LOOKING WEST V 1/411 1 1-011 cn cf) cin O o U H � O OF 1.1EW O U Is 'Qir � w 083685 S201 SFp/'ROFESS���P\• V! 0c C c,l � C 6-4 r W �--- �_ ,. C v f C u 5/8"T&G ROOF SHEATHING, TYP. U C r PROVIDE 1 1/4"x 18 GA UNLESS NOTED OTHERWISE METAL STRAP WITH C —+ 8-1 1/2"x10d NAILS (% PER SIDE EACH BEVELED SOLID BLOCK AT RAFTER BLOCKING AT PANEL EDGES (16 NAILS PER STRAP) EACH RAFTER �� C � � C? z u t` g s-+ �n LAP PLYWOOD PANEL 1'0" SLOPED SEAT RAFTERS. SEE PLAN FOR SIZE. ~C MIN RAFTER HANGER f__ ABV&BELOW EACH RAFTER RIDGE BEAM. SEE PLAN FOR SIZE. FLR LSSU210 CONT RIM RIDGE BEAM - RAFTERS r co BOARD rfool, LO 00 CMU FOUNDATION'Lo N a, PER PLAN SOLID BLOCK - - AT PANEL EDGES N 1/2" 1/2" GAP AROUND RIDGE STRAP. INSTALL BEAM'TYP. PER MANUFACTURER'S 5 1/4" 3-PLY LVL BEAM BEAM PER PLAN RECOMMENDATIONS •� :. 1 •� SHOWN WALL SHEATHING LAP RIDGE BEAM ON POST Consulting Engineers, P.C. 1358 BOSTON POST ROAD BEAM POCKET DETAIL POST OFFICE BOX 802 PLAN VIEW OLS SAYBROOK STRUCTURAL RIDGE BEAM AT POST CONNECTICUT 06475 POST ON LVL BEAM PHONE: 860 388 1224 HEADER GNCBENGINEERS.COM WASHERS REQUIRED. CMU BEAM POCKET TYP DETAIL BOLT HOLES 9/16"DIA. MAX. ANCHOR POST TO BEAM MIN. END DISTANCE 6". �--— 1'-0" WITH SIMPSON POST ON LVL BEAM LTS12 STRAP HEADER CCQ5-6SDS2.5 EACH SIDE COLUMN CAP co J— — —i— — _ - 1/2: DIA. O BOLTS O m rl- N O Q— N — — HEADER/POSTS POST ON SUPPORT BEAM H LVL'S 2'-0" W � H MULTI MEMBER LVL CONNECTION ROOF RIDGE BEAM DETAILS 3-PLY LVL BEAM SHOWN SEE PLAN FOR BEAM SIZES SIMPSON STEEL COLUMN CAP STH�T Q SHEAR WALL NOTES °' SHEAR WALL CHORD U v MIN.WOOD FRAMING THICKNESS 1. SHEAR WALL HOLDOWN HARDWARE AND LOCATIONS ARE NOTED V \ BASE PLATE STD PIPE COLUMN 51/2 ,TYP. ON SHEAR WALL PLAN AND SHEAR WALL DIAGRAM. m WELD TO BASE PLATE SHEAR WALL HD913 I 2. SIMPSON HOLDOWNS AT EACH END OF PERFORATED V CHORD 1 1/4"BOLT SPACING SHEAR WALL SHEAR WALL EDGE OF SHEAR WALL OR SHEAR WALL PANEL PER PLAN. (4) 1/2"DIA.ANCHOR BOLTS 6x6 POST 1 1/4" PLYWOOD SHEATHING PLYWOOD SHEATHING WINDOW OR DOOR 3. SIMPSON SET EPDXY TIE ADHESIVE FOR HOLDOWN AT CORNER,TYP. i 51/2 OPENING ANCHORS EMBEDDED INTO FOUNDATION. NON-SHRINK - _ - 4. EMBED 7/8"DIA ANCHOR 15"MIN. INTO FOUNDATION. GROUT 2x6 M5. NOTE MINIMUM WOOD MEMBER THICKNESS(CHORD)AT;SHEAR WOOD to coCMU N — FRAMED OPENING WALL PANEL ENDS. USE SOLID WOOD 6x6 POST AT EACH —_____—_—— — STUD WALL = 6, FOUNDATION WALLL01 Ix A SHEAR WALL PANEL END. SEE SHEAR WALL PLAN. o I IN 6. PLYWOOD SHEATHING 15/32"(1/2") J L 1 1 1/2" 5" 1 1/2" 1 2 3/4" NAILED WITH 10d(COMMON WIRE NAIL SIZE) Uj CLEAR `r, 1 _ 1 AT 4"oc AT PANEL EDGES AND 4"oc AT FIELD NAILING Q I HD ANCHOR BOLTS HD TO INTERMEDIATE STUDS. NP' 1 I 1/2' HOEDOWN HARDWARE NOT SHOWN HOLDOWN HARDWARE 7. NO HORIZONTAL JOINT IN SHEATHING FOR A MINIMUM ►�-� w OUTLINE OF a_ (3)#5 BARS I I SIMPSON SIMPSON OF 1 FT ABOVE AND BELOW RIM BOARD. EACH WAY 1 0 0 1 FOOTING BELOW 8. SOLID BLOCK AT ALL PANEL EDGES WITH DIMENSIONAL SIZE TO BOTTOM,TYP. I 1 MATCH FRAMING. 1 0 o I 9. WHERE SHEATHING IS INSTALLED ON BOTH SIDES N PER PLAN I I 1 4 OF HEAR WALL, OFFSET VERTICAL PANEL EDGES STD PIPE COLUMN I N I TO FALL ON DIFFERENT FRAMING MEMBERS. INTERIOR FTG 1 I 10. INSTALL HARDWARE PER MANUFACTURER'S A w I I WELD BASE OF COLUMN 9 5/8 RECOMMENDATIONS. 1 I TO BASE PLATE L---------------J BASEPLATE CMU REFER TO SHEAR WALL PLAN AND SHEAR WALL NOTES BA x8" LAT FOUNDATION WALL BASE PLATE PLAN W U COLUMN CAP AND BASE PLATE SHEAR WALL HOLDOWN DIAGRAM CLli Q Q 00 a New y Q o m a — z 083685 OFFSSIONP� S3 . 1 PROJECT NORTH