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Home My WebLink About42346-Z ��o�gUFF01/r Gy Town of Southold 10/31/2019 P.O.Box 1179 C:1 53095 Main Rd �yay410� `� Southold,New York 11971 E CERTIFICATE OF OCCUPANCY No: 40814 Date: 10/25/2019 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: West Harbor,Fishers Island SCTM#: 473889 Sec/Block/Lot: 10.-5-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2018 pursuant to which Building Permit No. 42346 dated 2/5/2018 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: accessory garage with attic storage as applied for. The certificate is issued to Parsons,Kathryn f of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42346 5/29/2019 PLUMBERS CERTIFICATION DATED Auth ed Signat e s�ff0bre TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE co 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#: 42346 Date: 2/5/2018 Permission is hereby granted to: Parsons, Kathryn C/O Parsons Capital Management 10 Weybosset St Ste 1000 Providence, RI 02903 To: construct an accessory garage as applied for per Trustee and DEC approval and flood permit. At premises located at: West Harbor, Fishers Island SCTM #473889 Sec/Block/Lot# 10.-5-2.2 Pursuant to application dated 1/26/2018 and approved by the Building Inspector. To expire on 8/7/2019. Fees: ACCESS O $344.80 CO -ACCE _ UILDING $50.00 Flo Permit $100.00 Total: <__�9480 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. S. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. /1/(/17 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1� t'Q 130c,�_ yp-� 461, 7 t S"a'"' il - House No. Street ,� Hamlet kAl� Owner or Owners of Property: 1 5 r v-y 9q. To' -io ri S' Suffolk County Tax Map No 1000, Section / 0 Block Lot Subdivision Filed Map. Lot: Permit No. qzh Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) q P rY Fee Submitted: $ App 'cant Signature ®��OF SOV j�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • roger.riche rt(cD-town.south old.ny.us Southold,NY 11971-0959 olyc®UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Parsons Address: West Harbor City: Fishers Island St: New York Zip: 6390 Building Permit# 42346 Section 10 Block: 5 Lot 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Z&S Electric License No: 4798-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 50a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 12 Twist Lock Exit Fixtures TVSS Other Equipment- "Accessory garage" Notes: Inspector Signature: Date: May 29 2019 81-Cert Electrical Compliance Form.xls OF SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 451'-62-9111'88 INSPECTOR SOF So �o� Olo TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLDG. [ ] FOUNDATION [ ] INSULATION [ AMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� "�"� INSPECTOR qco OF SOUI�o TOWN OF SOUTHOLD BUILDING DEPT. courm,N�' 765-1802 ' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [Vf'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: G0� DATE �S �`� �9 INSPECTOR • o��OF SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto" 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: J"dcze ,:& DATE 6151 11Y INSPECTOR OF 50UTyO, TOWN OF SOUTFIOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2NDIN( ] ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEB -Z- / INSPECTOR - qc- � A, R&T Architects, Inc. 262 Washington Street, 2nd floor Boston MA 02108 (617) 451-5740 31 May 2018 Michael Verity Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Kathryn M. Parsons garage 1946 Brickyard Rd. Fishers Island NY Suffolk Co. Tax Map #1000-010-5-2 . 2 Gentlemen: This is to let you know that I observed on a site visit on 17 May, 2018 the_ new garage foundation, before back-filling. It was consistent` wi. h design and details drawn by us and by GNCB structural engineers, and is, to the best of my knowledge, in accord with applicable New) York State codes . A picture is enclosed. Very truly yours, i Jacob D. Albert A, R & T Architects, Inc. Copy to.: ,Z&S Contracting o®V °�o®A� ®o®o Mm OoG,OT JUN - 5 201$ or t $ �r �889D�E BIDING DEPT. TOWN OF SOITHOLD GNCB 1� Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation October 11, 2018 Town Hall Annex Building Town of Southold Southold, NY 11971 Attn: Michael J. Verity Chief Building Official Re: Observation of Framing Work Parsons Residence—Garage Building 1946 Brickyard Road Fishers Island, NY Permit No. 42346 Principals Dear Mr. Verity: Charles C.Brown,PE. James F.Norden,RE Principal Emeritus GNCB Consulting Engineers, P.C. is the Engineer of Record for the Parsons Kenneth Gibble,PE garage building under construction on Fishers Island. I reviewed photos of Geotechnical Associate the progress of construction of the wood framed superstructure provided by David L Freed,PE the contractor, Z & S Contracting, Inc. Further, Roxanne L. Brown, Engineer, Structural Associates Richard A Centola,PE. GNCB, visited the site on October 4, 2018 to meet with Z&S to observe the Amy Jagaczewski,PE wood framing portion of the project work. At the time of the site visit, the project structural framing work was substantially complete. Of particular importance is the quality of the materials and workmanship that meets or exceeds the approved Construction Documents, and meets the New York State Building Code requirements. We have reviewed the framing components, including studs, headers, sheathing, joists, rafters and blocking required to resist gravity loads. We have reviewed wind resisting elements including, shear wall and D DV[� D 130 Elm Street OCT 16 2018 P.0 Box 802 Old Saybrook,CT 06475 Tel 860 388.1224 BUMDING''DEPT. /astname@gncbengineers.cOTOWN OF SOUTHOLD gncbengmeers com Town of Southold G N C B . � Fishers Island, NY October, 2018 Consulting Engineers, P.C. Page 2 of 2 portal frame construction, including plywood sheathing, holdowns, and metal strapping, It is my opinion that the work is constructed in substantial conformance with our contract documents, and meets the building code structural requirements. Very truly yours, SOF "E�'r CSP cuRr�s� Charles C. Brown, P.E., President 083685 S1 cc: Z&S Contracting, Inc. Fishers Island, NY zandscontracting@gmail.com Jacob Albert, Architect Albert Righter Tittmann Architects Boston, MA JAlbert@artarchitects.com OCT 1 6 2010 -BDVG DB - TOWN OF SOU OLD FOUNDATION(1ST) FOUNDATION (2ND) ROUGH FRAMING& -WA, PLUMBING INSULATION ENERGYSTATE • 1 R' i 'O` i1 ADDITIONAL 0�•• ons l A -- f , pnw I row ffr A • ■ TOWN OF SOUTHOLb BUILDING PERMIT APPLicAn&CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD;'-NY'T19!-1_"i 14 SO oflildifig Plans TEL: (631)7654802 plannifigBoirdapproval FAX: (631)765-9502 Surve S0Utht6fdt6wnn1y.-'g_-ov PEA*T Septic Form k-I ;1O� .0 C.O.Application /flood Permit Examined 2 --Single&Separate- Tess Ill cation,Form, I, 'StormMafevAgsesL Contact: ��Ik to,: Approved .10 , Disapproved a/c 6 A ',,1% -._,',1Phone_: kc?/—.Z4�E ZF Zb Expiration 21 -B ding-InsPettor- lcA,fio ORB Gn RMIT JAN 26 2018 a 0 N (IA1 ate BUIELDING DM. a.TQM@Wt60UEkCMoMpletely-filled typewriter or in and submitted to the Building Inspector with 4 i"1 �11' sets of plans,accurate plot plan to scale.Fee according to schedule. 1h�%-_j.i � q io afidlis p to a joining pre' on premises, premises or P -b.-Plot plan showing location of lot and of buildings es',Al d' -....... c streets or areas,and waterways. c.The work covefid.by_fliiE`appli`cAth)ii ijiaylidt be 6ihlil6n6d b6fdid isi&h6i of Bfifl g Peiiffii! "-""1 (] d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit .I shall be kept on th&premis6gli�,Ailable+forinspectionthroughddi,fheiwork). MV I Y ,1:.4 lo e.No building shall'be occupied or used.inzwhole or in part for any purpose what so,ever until the Building Inspector issues a Certificate of Ocpupaqq - fio-W&VpAorized has not nced.within 12oc months f,.Every building L)ernaitdiaUi,-x 7eift omm e - q the 4atejpfj; issuance or-hasnokbebficomp�etedWithf6 18mo@thsfomsRrgatMIf zoning,amq4damendments or,oTe��egul tions jaffq� the property hive'be&fenaeted in the intaribi,the Building If9pectormy authorize,inwnti4Ahe exfeji§ion of the permit for an addition six months.Thereafter,a nqvi ir ' I �� Iwl -,,r, fyVV#t§ball be required., f '. ,411gi i y, t "'the BM&g.Dq le. J 4t pursuant to APPLICATION Ig'kW flTf M, W do' Building Zone Ordinance of t&4 T6*A-ofSbuihold, Ne�v-Yoi�and'dther'dulicab 6 Laws -Oidifi&ces or f � ' I Regulations,for the construction of buildings,additions,or aftei-a&'n's or for removal applicant agrees to comply with all applicable laws,ordinances,buildfifg"80;6)h&usm' gl�_dl od'e;`lfind`Yle'W' akoiis,atid'to admit authorized inspectors on premises and in building for necessary inspections. 1; nt, jrf, ""orr. 'j"; left .1 1 ". "1 :(Signatur�of,4pphcantoTr4meiifErcorporatioii) (Mailing-address!of applicant)I , State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician;.p1pmbqr,op b*14er,, coaf_Va�n� Name of owner of premises As , tfiettax roll late deed), de'ed)'. Ul S Nil (A If applicant is.Ay-corporV -urepf duly authorized officer -0 (Name and-ti V-of corporate-offfcer)-- Builders License No. 4//_5_Zj--/-/ � 119"s ;r�llq P,lumberstLicens'eN)p, F1 I It. -i;i 1 1111.')!" ,1 133 1; Ele'ci�cia'n's1iqeAse,Nqr.,,i W-7ft,-A �,l 'I. 'f,13 w jwil Other Trade's License No. 7/— Z 1. Location of land on which proposed work:will be done: 1"! 10f,P�', 17 IAP ge-Ick V", - U ,- House NumbW,ti_*,., Street Hamlet n County Tax Map 14&160&"§e1c&,,,,, ZV) ,Block Lot Subdivision.-,., Filed Map No. AA 2. State existing usre and 6ccupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C ' a b. Intended use and occupancy, 11914 3. Nature of Work(check Which-applicable):New Building Addition Alteration- R6paii- Removal,; Demolition Other Work (Description) 4. Estimated d6st Fee 5. If dwelling,'number of d*ellihg units (To be paid on filing this application) Number of dwelling units on each floor lf'garage,-number oficarst, 6. I business,po commercial or mixed occupancy,specify nature and extent of each type"o"f use. 7.." Dirfie-nsionsr6f existing structures,'if any:Front Rear Depth Height:" N,� ,, 'Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories. f W 8. Dimensions of entire new construction:Front �Zq 0 Rear epih Height I'J, iJ 9- 'Size of lot:Front----L, Rear ---_--Pepth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which ,premises are situateq-. 12.Does proposed construction,*o4tqRYAo*g 4%fwoinance orjegujation?IIYES� ,N IT 13.Will lot be re-graded?YES—NO i I excesstfillibe:removed fromiPremisds?YES ,NO :,d 14.Names of Owner of premises' M, 'PA-SOAS Address F-,5(--s' 15 Phone No,.� C-' =3r.,75, 1 1 Name,of Arthitbct A f CTOP 15 a.Is this proper t! within 1�O feet of a tidal wetland ora i;�etldlid. *YES bf. I ,, � ! fI , 11� t I �. YES,SO.Y HOLD T ITS>LA,,Y JM :T IpE,RE I IT b.js,this,p wetland?,Top,SrW,Y��,300 i��tpf a-g4w d *IF'Y- ,ES,D-g.! jERMI,T- M. _A 16.Provide,survey,to scale,withlaccurate.foundation plan and distances to property lines. l7i1fielevationlatany point-o'nlpr'o-p'erty:isat 10 feet or below,must provide topographical data on survey. Are.there any c.ov.enailts.andiestriction's,witfi respect to this property? YES NO IF YES;PROVIDE AICOPY. STA-IMbF NEW,-�OPXJ Co!; SS: A, being-dulysworn,deposes and says that(s)he is the applicant (Name of indi 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 shldvork'a to'make and fil6�this'ap*p-liciation; that all statements contained in this application are true to the best of his knowledge�dnd belief;,and thatth6,*orkV1il1 be performed in the manner set forth in the application filed therewith, Sworn beforemethis dayof *)-Oq 200 7L NkoPublic, f SignjJt of Applicant, y } -i'aa ,,;'7,• 6-•i1:t;•: •sd •••Cj,F: �Y Vic ,.IYy ?'p+9: •r,:ttG}^: s;ea ..rti v c.✓:Ya ��; •^rs.te8; rs:, •-4. 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MEMO,, .�L.'..v,#�,'a*'+d:�t' 2^ e, ve"'d'%"r: 'et, E5`•.r>,.. .�.,..�.; :1,.�. '-:�:;>•: - :a'`i :Nit ,F ,.t.1?t„! ax'reh i >.F} A&�j' yP '`.a3 h;i' +S+f1' + `it,C'-,3 ,"-"u7t e�✓. `Z'�C }•t{t- aYTt s'4;1 '.w �'♦ja } '•s �1.• ',tt''X{y m.t x^, t ,j ., rt ! } ",�t -r. .r ;: 'K`.js 7 •' ;fir trt .S.!•, ::.t1:•a.«; }y x�iSu' n�::,td{' •1' .?"Z :`' d•T`'rf 4i� -.�'rY�"T,j}� '"gib � -�� t,`»`i,'.?,tf�M�.y. i.Y3:�s' :.:� �1,,�tr y.i :r}!"� °-::`^ ��.�: Bas�'t �`:tq�t��r� ��,�'. �:'{n�`°a �'': Lc;. >xtr`�=7�v. j;{p�••�. •rk s�xx'r.'�,�*,�.�.,-,41, � t'.#'t# .y .fj:i ':ti, :,,. } r,.,t 3. -+•• yr'4�x?;++t: = f'..•;�< 3 �V,.,k-�..' '��1t� •Y' ..r�" 'K�i,}ti`i. :.r:+,.,'rf</, .i' r 'i,. +k.3:... ..(et:,'et„';•',':`y-. L:,..> '• 1'`r'z#:;: <� 11 ?�-�$' '' .�Yi?' �.a:Y•.i..:y-"S.a Xff d4G¢ �,f - ••.t�z. Michael J.Domino,President QF S0[/lTown Hall Annex John M. Bredemeyer III,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 l._ A. Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �y00UI�T'1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1623C Date: September 12,2019 THIS CERTIFIES that the construction of a 633sq ft detached garage (uninsulated and unheated) which will be constructed on a concrete slab at grade with a perimeter foundation to a depth of 3'6"to 4'0"below grade; install roof leaders to a proposed 100sg.ft. x 1.5' deep rain garden; remove existing±413 sq.ft. entry porch-and step attached to dwelling and construct new ±103sq ft covered entry porch and step on piers in same location; remove f835sg.ft. of grass and loam and install compressed gravel base and gravel driveway, and grade to,a proposed 300sq ft x 1.5' deep rain garden for drainage; for the existing 222sg.ft. shed constructed on piers; install a construction entrance and concrete wash-out pit; and to install a continuous line of staked silt fencing which is to be maintained throughout construction; At 1946 Brickyard Road, Fishers Island Suffolk County Tax Map #1000-10-5-2.2 Conforms to the application for a Trustees Permit heretofore filed in this office dated September 29, 2017 pursuant to which Trustees Wetland Permit#9117 Dated November 15, 2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 633sq ft detached garage (uninsulated and unheated) which will be constructed on a concrete slab at grade with a perimeter foundation to a depth of 3'6"to 4'0" below grade; install roof leaders to a proposed 100sg ft x 1.5' deep rain garden; remove existing ±413sgft entryporch and step attached to'dwelling and construct new±103sg.ft. covered entry porch and step on piers in same location; remove±835sg ft. of grass and loam and install compressed gravel base and gravel driveway, and grade to a proposed 300sg.ft. x 1.5' deep rain garden for drainage; for the existing 222sq ft shed constructed on piers; install a construction entrance and concrete wash-out pit; and to install a continuous line of staked silt fencing which is to be maintained throughout construction. j `- The certificate is issued to Kathryn M. Parsons owner of the aforesaid property. Authorize Signature NEW YORK-STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �! Facility DEC ID.a-:4738-04563; ; ` PERMIT ; -Under the Environdi6ntal Conservati-on'Law .ECL . " a " -PermitteeFand Fa ility•Iaforanation` Permit-Issued To: ' F Facility: . KATHRYN'MPARSONS `-PARSONS PROPERTY- 4 PALM TRL " " 1946 BRICKYARD;RDISCTM,100O-10-5- .2 :ROBE:S,OOND,,FL33455 .y �FISHERS ISLAND,NY 06390,_ (401) 524-41.81', _ . = r •, o- - i -. ,, ' � .. .,. - -- is - I - c, . yr M Y ' Facility Application Contacti JMO.ENVIRONMENTAUCQNSULTINQ' PO;BOM�447 UO.GUE rNY-1`1.959=044.7- Q " 9,r "Ej 31)' 5M607 acilt Location: iin SOUTHOLD=in-SUFFOLK COLTNTY.'4 Y- .y._, . FaciIity,;Principal Reference-Point:"'NYTIVI=E: 751:25.' -° "N" -4 572.589: latitude:)41 1;5.;56,4" Lopgitu`de: 72 00 02:3. t " Authorized'Activity:.;Construct detached"garage;;concrete wash-out pit,andrain garden:��Expand .:. .,.. g`ravel�'driveway:;;Remove`'existr g•.porch on"dwelling,and construct;new=poi-ch axedstep^s All awork.:must be iri"atrict"accoidance with,the-attached,plaris;`stamped "NYSDEGApproved! on Deeerriber 7; 2017. ' ,. :v In addition;!based:'on the,inforiiiation yoy.submitied,DEC,.has determined that;the proposed Iypr6ject;the'coiistruetion of a ccessory,residential structures--greaterthant78'feei 60m.theaidal'' u , .wetland-boundary is'7isted'im the Tidal Wetlands Lana Use Regulations(6NYCRR;Part 661".5) as a' xFuse.nOt-,requiring-a`,permit:,Therefore,'no-•permit-is re'quiredprider`,the TidaW l etlands-Act"` ;(Articl-e of 25), the Environrimental:Conservation-Law. Be advised, any 4dditional_'iwor rk-o . modification'to the- ro`ect As described nYa- re uire.fur-thor DEC.author-ization::-Please:°co`ntact -` .this officel;if`such activities are contemplated.' Permif'Authonzations Freshwater Wetlands-U ' er,Article:24- Permit Il .'1=473&045 63/00002 a - " j -New Permit Effective Dafe:``,1277120T7. - Expirati"oh Date:A2/.7/20221- . Page.1;of6• Amok gamma NEW-YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04563 NYSDEC Approval By acceptance of this permit,,the permittee agrees that,the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Pen-nit Administrator: GEORGE W HAMMARTH,Deputy Regioinal Permit Administrator Address: NYSDEC Region 1 Headquarters .SUNY @ Stony-Brookl50 Circle Rd Stony Brook,NY 11790-3409- ; Authorize`&Signature: +.� �� babe/ Distribution List° ; JM'b ENVIRONMENTAL CONSULTING - -Bureau of Marine Habitat Protection - + Habitat' SHERRI{L AICHER Permit Components ' RAL PERMIT CONDITIONS r GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED,PERMITS. ` NOTIFICATION,OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE'PERMI'T'-C0101DITIOl�TS ==Apply ato.the Eollorwing "Permits: FRE SAWATER WETLANDS r 1. Notice of C®riimencemerit At least 48 hours-prior to,commencement of,the:project, the permittee and contractor shall sign and return the,top:portion of,the enclosed.notification form'certifying that they are fully-Aware-of and understand all terms and conditions of this permit. Within 3.0:days of completion-- of project; the bottom portion of"the-form must also'-be.signed and returned, along with photographs of' . ,the completed work. 2. Conformance With Plans All activities authorized by this-permit,mu"st be'in strict conformance with the approved,plans submitted bythe,applicant onapplicanfs agent'as part of the permit application.' Such approved''plans were prepared by Richard H. Strouse last revised October 23' 2017 and'stamped "NYSDEC-Approved'-' o1n,Oct6ber"7,,2017. "Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04563 3. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within.30 days of the effective date of this pehnit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned,to this permit, shall be submitted within 90 days of the effective date of this permit to -Regional-Habitat Manager NYSDEC Region 1' Headquarters SUNY @,;Stony BrookJ50 Circle Rd Ston 'Brook,NY11790,-3409 4. Post Permit;Sign The permit sign enclosed with this_permit shall be posted in a conspicuous location•on the worksite and adequately protected from the weather. 5. Area,Limits. The limits of clearing, grading and ground disturbance line is equal to the Brush Line' ' on the north side of the project, as-shown on the approved plans. . �• " ",rife' . 6: Work Area'Lirriits Any work, distrubance, and or storage of,construction materials sahll be confined to that area east of the -limit clearing;grading; and ground disturbance as described above. 7. Materials Disposed at Upland Site Any demolition'debris, excess construction materials, and/or:, excess excavatedrmaterials,,shall=be:immediately and completely,disp6se6of on an=approved,upland:site more than,100 feet fromany.regulated freshwater wetland: These materials shall be suitably stabilized so.as;not.to re-enter any water body;wetland, or wetland adjacent area. s. Straw Bales Prior to commencement of any construction activities, a continuous row of straw bales shall be staked end to end as needed to prevent any sediment,from passing the LCGD described above: . 9,..`S'traw Bales to Be Entrenched" Straw bales shall be entrenched two.to founinches into the ground. 10. Maintain Bales" The bales shall be maintained,repaired and replaced as often as necessary to,," ensure,proper.function,untilall disturbed areas are permanently vegetated., The average useful-life of a bale is.approxim'ately 3=4,months.. Sediments trapped by the bales shall be removed to an approved upland location before the bales themselves are removed. 11. Equipment Storage 100' from Wetland;Water Body All equipment and'machinery shall be stored and safely, contained greater than 100 feet landward of the regulated wetland or water body at the " end-of each 'work day. This will serve to.avoid the inadvertent leakage of deleterious.substances into"the regulated area. ; 12. Seed, Mulch Disturbed Areas All'areas of soil disturbance resulting from this project shall be seeded,with.an.appropriate perennial grass, and mulched with straw immediately upon completion of the project, within two days of final grading, or by the expiration of the permit, whichever is first. .13. Temporary Mulch, Final Seeding If seeding is impracticable due to the time-of year,.a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth,but not more than six months after project•completion. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04563 14. Minimum % Vegetative Cover Suitable vegetative cover is defined as a minimum of 85 % area vegetative cover with contiguous unvegetated areas no larger than 1 square foot in size. 15. Storm Water Control Required Storm water from the proposed garage roof must be directed to the proposed rain garden. 16.-State May Order Removal or Alteration of Work If future operations by the State of New York require-'an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction,to the free.navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural-resources of the State, the owner may be ordered by the Department to remove'or alter the structural work, obstructions, or hazards caused thereby.without expense to the State,, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners shall, without expense to the,Sfate, and to such extent and in such time and manner as the Department of, Environmental Conservation'may require, remove all or'any portion of the uncompleted structure or fill " and restore,,to-its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any'such removal or alteration: 17."State May-Require Site Restoration .If upon the expiration.or revocation of this permit,'the,. proiect'hereby authorized has'not been completed,the applicant shall,without expense to the'State,;and- to such extent and in such.time,and manner as the Department-of Environmental Conservation may lawfully require,remove all or'any portion of the uncompleted structure or fill and.restore the,site to its . fonder condition. No claim shall be made against the State of New'York on account'of any•such . rembval',or alteration. 18: Precautions Against'Contamination of Waters ,All necessary precautions shall be taken to' preclude=contamination of any-,wetland or waterway by suspended solids, sediments;fuels, solvents; lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 19. State Not Liable'for Damage, The State of New York shall in no case be liable for any damage or injuryA6 the structure or work herein authorized.which maybe caused by or result from future operations undertaken by the`State for the conservation or improvement of navigation, or for other purposes, and no claim or-right'to'compensation shall accrue from any such damage. GENERAL CONDI'T'IONS - Apply to ALL'Authorized Permits: '1. Facility Inspection by-The Department-The permitted site or facility, including relevant records, is subject,to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the'permittee is complying with this.perniit and"the ECL."Such representative may order the work suspended pursuant to ECL 71-,"0301 and SADA 401(3). ; The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area'when requested by the Department. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Faciliiy DEC ID 1-4738-04563 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative'is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination: 3. Applications For Permit Renewals, Modifications or Transfers The permittee.must submit a separate written application W the Department for permit renewal, modification or transfer of this permit. Such application must include any'forms or supplemental information the Department requires. Any renewal,modification or transfer granted by-the-Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to. Regional Permit Administrator NYSDEC Region-1 Headquarters SUNY @ Stony,BrookJ50 Circle Rd 'Stony Brook,NY11790 -3409 4. Submission of Renewal Application The-permittee must submit a renewal.application at least 3,0, days before permit expiration for the following permit authorizations: Freshwater Wetlands. zb 5: Permit Modifications,_Suspensions and Revocations by the Department' The Department reserves the might to exercise all'available,authority to modify, suspend or"revoke this permit: The, grounds for modification,suspension or revocatiori include: a. materially false or inaccurate statements in the permit application,or supporting papers; ; b. failure by the permittee to comply with any terms or conditions of the•permit; ; c exceeding the scope of the project as described in the permit application;, 'd.` "newly-discovered-.material information,or.d=material change iwenvironmental conditions, relevant ; technology or applicable'law or regulations since the issuance of the existing permit, e. noncompliance with previously issued.permit.conditions,,orders,of the commissioner, any, provisions of the Environmental Conservationlaw or regulations of the-Department related to the permitted-activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer-,of, ownership. Page 5 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04563` NOTIFICATION OF OTHER PERMITTEE OBJLIGATIONS Item A: Permittee Accepts Legal Responsibility and.Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation-of the State of New York, its representatives,employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions.in�lconnection with the permittee's undertaking of'activities in connection with, or operation and maintenance of, the facility or facilities authorized by the pennit whether in compliance or not in compliance with the terms and"conditions of the permit. This indemnification does not extend to-any claim"'s;•suits, actions, or damages to the extent attributable to DEC's'own.negligent or intentional acts*omissions, or to any claims, suits, or actions naming the DEC and arising under' Article 78 of the New,York Civil.Practice Laws-and Rules or any citizen suitor civil rights provision under federal,or state laws. Item B:-Permitte"e's,Coritractors to Comply with Permit •The.perimittee is responsible;for infonnin ,its independent contractors, employees, agents and.assiins of their responsibility to comply with this-permit,including,all special conditions while acting as the permittee's agent with respect to"the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee:; _ Item°C: Perriiittee Respo`nsible�f6r Obtaining Other Required Permits The permittee is,responsible for'obfaining any other permits, approvals, lands,`easements and�rights`-af, way that may be required to carry out the activities.that are authorized by this permit., Item D: No Right to Trespass"or Interferewith'Riparian Rights . This permit does-not convey to the permittee any right to trespass upon the lands or interfere with the,'• riparian•rights of others in order`to perform the permitted,work nor.d' es it authorize"the impairment,16f, any rights,;title, or.interest in real or personal property,held or vested in a person not a party.to the' Permit. Page 6 of`6 APPLICATION #_ rAGE t or 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This Corm is to be filled out in duplicate. SECTION t• GENERAL PROVISION$ (APPLICANT rrAl.{T to read and si6h 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if bo work is commenced within six wooths of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state amd federal r egulatory requirements. 'l. AppUcaat hereby gives consent to the Local Administrator-or his/her repre5COW vc to make reasonable inspections required to verify eamplhoce. 8. 1,THE API"S APPLICANT,CERTIFY THAT ALL STATEMENHEREIN AND IN ATTACHME1�fI'S TO _THIS APPLICATION ARE,TO THE B T OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) •f'EGTION 2• PROPOSED DO'EWpr/E NAMc c tc P E / /� �; •� ®T L APPLICANT10 � ,6�6 �2 r t -fS�WGd BUILDER AVL r��JE �•l7?, L,& — , J' !! // ENGINEER� s�s S 1.9CYGh � W s PROJECT LOCATION: To avoid delay in processing the App6cadon, please provide enough information to easily ideatlfy the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distnnce to the nearest intersecting road or well-known iaudmark. A sketch attached to this appleion stowing the project location would be belpful. FDPQ( J) APPLICATION PAGE 2 OF I DESCRIPTION OF WORK (Check all applicable boxes)- CTI _._..-A__SI[�SL�LURAL DEVELOPMENT _ -•-- •_--_._._____ AV[TY ,STRUCTUREYP TE ®/'New Structure O Resi- demi (14 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑Alteration ❑ Non-residential (Floodproorwg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DemdUdon' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement facturcd Home Park?. ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ••. ❑ Drainage Improvements (Including Culvert Work) ❑ Roa!,L Street or Bridge Construction ❑ SuE/ vision (New or Expansion) !' lO frticvidual Water or Sewer System G Otber (Please Specify) After completing SECTION 2, APPUCAI`rT should submit form to Local Admiaistraror for review- SECTION 3 R.oODIP DETERMINATION (Tg be comnlctcd by LOCAL ADhiIMSTJtATOI�I The proposed development is located oa FIILM Panel No . Dated The Proposed Development: O Is W1 located in a Special Flood Hazard Arca (Notify the applicant that the applic2tiou review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUMED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft NG VD (MSL) ❑ Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section d for additional iostruciions SIGNED ------DATE __ _—.------ .1 ' APPLICATION # PAGE30Fd ECT N d: ADD TI A INFORMATION RE UIR£D T he com lel d L AL AD [ I RA R The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all costing structures, water bodies, adiaeent roads, lot dimensions and proposed developmcot. O Development plans,drawn to scale, and specificatipris,including where applicable: details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor,details of noodproorwg of utilities located below the fust floor and details of enclosures below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O plass showing the extent of watercourse relecadoo and/or landform alterations. C3 Top of new fill elevation _______Ft. NGVD (MSL). O Floodproofurg protection lrvcl (non-residential only) _ ):t:NG1/D (MSL). For �.• Aoodproo(ed swctures, ".ppucant must attach certification from mgistered engiiaeer or architect. O Certification from a're&ercd cogineer that the proposed ac&4 in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other. $ECT10L� 5 PERM[T DETERMINATION fTo be coffin '-A ho t nc'AL ADM1N[ T� I have determined that the proposed activity. A. O Is B.O Is not in conformance with provisions of Local Law if , 19_. The Permit is issued subject to the conditions attached to and made part of this permit. SIONED , DATE if BOX.A is checked, the Local Administrator may issue a Development Permit upon paymecl of designated foe aryf deficiencies. APP licant may if DON Q is checked, the Local Administrator will p rovide a written sum o revise and resubmit an application to the Local Administrator or may request a bearing from (be, Board of Appeals I 1 •I � • APPLICATION PAGE40F4 APPEALS: Appealed to Board of Appeals? 0 Yes O No Hearing date: rovcd?---EHFes—�-Wo --- -- ---- Conditions SFrT►ON 6 QUILT ELEVATIONS fro be submit ed by APPLICANT bc(orc GcrtiJicatc of Cornolianee i ued The following information must be provided for project structures. This section must be completed by a registered professional cogineer or a licensed land surveyor (or attach a certification to, this application). Complete 1 or 2 below_ 1. Actual(As-Built) Elevation of the top of the lowest floor,including basement(in 99 15131 High Hazard ea bottom of lowest structural member of the lowest floor, excluding piling and coluzgns) is: FT. NGVD (MSL). L { Actual (As-Buds) Elevation of floodproofing protection is FT. NGVD (MSLj_ N4. -1 NOTA... Any Work performed prior to submittal,bf the above information is at the risk,&the App cant- CTION 7 COIvIPLIANCL ACTION (To be completed by LOCAL ADMINISTRA'r R The LOCAL ADMINISTRATOR will complete (bis section, as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention . INSp'l MONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? D YES O NO EECTiON B CERTIFICATE OF COMPLIANCE(To be comnleted byWCAL ADMINISTfI.ATAM Certificate of Compliance issued: DATE: BY: _ Attachnent B , . //I SAMPIL CFRTIPjICATEF COMPLIANCE Iial Flood Hazard Area .for Development in a Spec i 1 ISI • I 1 ( I I s ' 1 : TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARIA ------- --- (O-WNER-MUS-T--ItE-TAIL niIS C..ERTI FI CATS) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE. pWNERS NAME AND CHECK ONE:ADDRESS: D NEW BUILD IN G DEXISII'ING 13UILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REORREMENTS OF LOCAL LAW # ► 19_ DATED: SIGNED: B. COMPLIANCE IS HEREBY CERTIFIED Y3Vn F R Ems# MENTS OF LOCAL LAW # , I9_, AS MO ' DATED DATED: SIGNED: CIC(93) Town Hall Annex Rr, ne 54375 Main Road y Tax(631)7685� P.O.Box 1179 G • Q roaer.dchertd-t(x 18out905( nV us Southold,NY 11971-0959 BUILDING DEPARTMENT ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: i." I Date: I g 146' Company Name: pn c . Name: •�� f License No.: Address: Phone No.: 3 t j JOBSITE INFORMATION: (*Indicates required information) i *Name: MS, *Address: �vdG QSs *Cross Street: { F *Phone No.: Permit No.: Tax-Map District: 4000 Section: Block: .6- Lot: !Z ate, *BRIEF DESCRIPTION OF WORK(Please Print Clearly) tLA 1 4 -�- (Please Circle All qhat 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: 4 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 d OF SOUj�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q l�COUNT`1,�� BUILDING DEPARTMENT September 5, 2019 TOWN OF SOUTHOLD Z & S Contracting Inc. P.O. Box 202 Fishers Island, New York 06390 RE: 1946 Brickyard Road, Fishers Island TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-7651802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 42346-Z accessory garage i✓,— oil �O sB�4� > Scott A. Russell ,� `]r 0�1K1\\\\41WA\ r1E1E. SUPERVISOR MA\1NA\G1E1\ IENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971O� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JAN 2 0 2010 ( TO BE COMPLETED BY THE`APPLICANT ) DOES TMS PROJECT INVOLVE ANY OF TIM FOLLOWING Yes No (CHECK ALL THAT APPLY) 00 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E] B. Excavation or f 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. Q❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Q❑ 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 witF your Building Permit Application. S.C.T.M. #: 1000 Date: APPLICANT: (Pro rty Owner,Desi n Profezisioga1,Agent.Contractor,Other) District Kahryn M. arsons NAME. c/o Ric4a;91 H. Strouse, P.E.L.S. 010 5 2.2 09-01-2017 " Section Black Lot FOR BUILDING DEPARTMENT USE ONLY*"�* Contactlnformation 860-885-1055 1\ t p Reviewed By: Date: k— 64L—1 Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — 1946 Brickyard Road Fishers Island Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — QStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 * subdivision pending APPLICANT: S.C.T.M.#: 1000 CHAPTER 236 �ropertq Owner,Design Professional,Agent,Contractor,Other) — ply Kathryn Parsons 010 05 2.2 ° Stormwater Management Control Plan CHECK LIST c/o Richard H Strouse P.E.L.S. NAME P�YPr Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 860-885-1055 Date: The applicant must provide a Complete Explanation and/or Reason for not providing 09-01-2017 °1 all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered-No or NA to any Item,Please Provide Justification Here! show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries x b. Total Site Acreage. x c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§2ss-ircx2i. x Shallinclude But not be limited to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. x A well maintained Construction Entrance e. Limits of Clearing & Area of Proposed Land Disturbance. Wire Backed Silt Fencing, stabilization f. Existing& Proposed Contours of the Site (Minimum 2 hitervais) x Seeding of exposed and/or inactive sol V. g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. " FEB_ Z 2018 h. Spot Grades& Finish Floor Elevations for all existing& Proposed structures. x 1. Location of proposed Swimming Pool and discharge ring. x no pool planned j. Location of proposed Soil Stockpile Area(s). x excess material will be removed Xmi_ P,soUMOL-D k. Location of proposed Construction Entrance/Staging Area(s). x 1. Location of proposed concrete washout area(s). x M. Location of all proposed erosion&sediment control measures. x DRAINAGE WSPE"C)fyS 2. Stormwater Management Control Plan must include Calculations showing EQbe re that the stormwater improvements are sized to capture,store,and infiltrateOntilct TOS ng at 65-15660 fo on-site the run-off from all impervious surfaces generated by a two(21 inch x ngineer's certification rainfall/storm event. age has been install 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. RX b. Construction Entrance&Site Access.e. Inlet Drainage Structures (eg.catch basins,trench drains,etc.)d: Leachin Structures (e. .infiltration basins,swales.etc.) **** FOR ENGINEERT DEPAR T USE ONLY***g Additional Information is Required. I Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date ZZ Z g I SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 WF FWW4-� I N: 1 65.33 I Vwl� Ur : J I W. 3045.33 MAP 'SUFFIX: H MAP NUMBER 36103C( SEPTEMBER 25, 2009. WF FWA�3 \ \ T+ / IRRIGATION®® $ 5957_40' jr � _ / HAND HOLES I\ �•' \ \ '\ O,Q I I I I OAK � �v 6��_\ �� OAK �/' ' \ ` GRAVEL F I 3- o _ I PROPANE FRONTTA , I LAWN / cam\ IRRIGATION HAND HOLES \ HJETLANDS ( U I \ 7.5 ACELECTRIC � UNITS \ TRANSFORMER FO f Ln \ WF FWW2 1 � ° ------- \ I ° ` / LIMITS OFaFRESH WATER \ I I I aL EROSION LINE \ WETLANDS AS GLENN JUST. \ I O P • l G PROVIDE CONTINUOUS UNE I I I 6'j• of SILT FENCE- MAINTAIN \�� JMO ENVIRONMENTAL o 4 / \5 DURING CONSTRUCTION x7'6 \\ CONSULTING 03-30-2017 Q o _ 1 .8 ° ` ,ice�S �� \ \ Tii I I P Nl� 0�� 41 7— / \\ ` NF \ PLAN _y .3 \ Q� 1 _ C '' •\ REMOVE GRASS & LOAM \� co TREE � I Q . �O \ 8351 SF) PROVIDE N n 8— I 0 i/� ��F) COMPACTED GRAVEL BASE G \ �n OF FLQOD SEPTIC TANK i _ / AND GRAVEL DRIVEWAY �� n s10 _��0 (EXISTING) , 20 r O \ GRADE TO RAIN GARDEN PROVID I IE 1 REMOVE EXISTING ` OAK �(��YP.) ,� CONZICTION �•MI- / PORCH dt STEP (413 SF). \ DRIVEWAY \ ENTRANCE t \_ \ I PROVIDE NEW COVERED �\ �� _ 74" ��cy \ \\ I I 3• I _ _ - OAK ` Q PORCH AND STEP (103 SF \ _____ \ 7UNEPITWITH 10 MIL (SEE ARCHITECTURAL PLANS /I l GRp\1E�- - ---_ \\ I PLASTIC SHEETING. KEY 1--4* —I ENDS INTO GRADE SECTION PROVIDE � 24" 8" CONCRETE OAK BIRCH Q 3" STAGING WASH-OUT PIT �� - I I wI TREE AREA �\ _ _ NOT To. \�� 0.4 \\ I I 1. DIMENSIONS SHOWN ARE FOR B / �O \� CONSTRUCTION.LARGER PRO. N�3 ,86• -20" ��F \ PUMPS MUST BE SIZED ACC( � 50 GALLONS/PUMP,PLUS MI QUAD I \/�l� �� \ I 2. CAPTURE MATERIAL AND LION ��MAPLE \li\1 j,� ' 'Poll \ PIT AND PROPERLY DISPOSE3 r m ) \I%1 3•� N AREA 1 75%OF ITS CAPACITY. wo a (( �.� I I I RHODO NDRO PROVIDE RAIN GARDEN 3OOt SFX 1.S FT. DEEP 3. INSPECT PIT PRIOR TO EACF ` I I of WASH WATER. SEPTIC \ w(n ��J LOCATION N UJ ,, _QA x \ 22" (EXISTING) ¢ �� _x%61.41• SHAD / OAK I \ �$ CLUMP m I NSF �1468'43'1 a" w \ o _ — — H 48•~ _ S 7275320", E ANYTHING FOR THE CHILDREN, LLC PROPOSED GARAGE (613 SO \ 10'30• ` SINGLE FAMILY RESIDENCE SET SLAB AT EL 7.67 30" W \ _ — PROPER MUNICIPAL WATER (SEE ARCHITECTURAL PLANS) O OAK --8 ; s9 ss' S' ABUTTEI PROVIDE ROOF LEADERS i ® I ON SITE SEPTIC SYSTEM To RAIN_GARDEN TWIN I EDGE C N AREA 2- PROVIDE RAIN GARDEN IRRIGATION BIRCH rn ,N E HOLI 100t SFX 1.5 FT. DEEP ', AND o o EXISTING I FRESHV _E pnrn g 3DIV'' / � ' \ I al 0 \ I _ iND. ISE + S LIMITS OF CLEARING. I \�--� I - FOPSOIL GRADING AND I IRON SUBSOIL SITE DISTURBANCE GAS VFI 1. FINE SAND-MED. COMP. � 30" I OAK I .p 20' C@-: v I ..� ..a pr..,�,,,d{; y - n.. ,�•r+1':d:'` lit' c:_r .f t. .8s, -•P':- ..a - '8p v (n F •. r ' W ` G ' O • �f N 2 W \1/ \j/ 5 LIMITS OF TIDAL W (TOE OF SLOPE) JMO ENVIROI z CONSULTING 03—; Al 1150.901 1i EROSION &SEDIMENT CONTROLS X304 W Shall include but not be limited to: E A well maintained Construction Entrance, :r DRAINAGE INSPECTIONS ARE REQUIRED Wire Backed Slit Fencing,stabilization& Contact TOS Engineering at 765-15150 before / o Seeding of exposed and/or inactive soils, Backfill, OR Provide Engineer's Certification fi that the drainage h a�been installed tQ Gpdq, DRAINAGE CALCULATIONS r AREA 1 (DRIVEWAY) / " 1900 SF X 1.0 X 2/12 = 317 CU. FT. REQUIRED " 31 CF. / 1.5 VF = 212 SF REQUIRED FOR RAIN GARDEN PROVIDE 300± SQ. FT. RAIN GARDEN 1.5± DEEP SEE LIST OF TYPICAL PLANTINGS—PLANT 'AT DIRECTION OF OWNER. AREA 2 (GARAGE) 633 SF X 1.0 X 2/12 = 106 CU. FT. REQUIRED 106 CF. / 1.5 VF = 71 SF REQUIRED FOR RAIN GARDEN PROVIDE 100± SQ. FT. RAIN GARDEN 1.5± DEEP SEE LIST OF TYPICAL PLANTINGS—PLANT AT DIRECTION OF OWNER. �5 _ TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: f` 1.SEED MIX — NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND WETLAND PLANTS, INC. r- 2.MEDIUM SHRUB — BAYBERRY, MYRICA (MORELI A) PENSYLVANICA 3.MEDIUM SHRUB — SWEET PEPPERBUSH CLETHRA ALNIFOLIA 4.LOW GROUNDCOVER — BEARBERRY ARCTOSTAPHYLOS UVA—URSI I 5.MEDIUM GROUNDCOVER — SWEET FERN COMPTONIA PEREGRINA t D , t , t APPROVAL OF STORMWATER MANAARMINT QUALITY CONTROL CERTIFICATION CONTRO N •T R Cod Date: 2 z /8 236 • GROUP REVIEWED DATE ' PROJECT MANAGER Approv d y: Y SURVEY r IRONMENTAL f CIVIL ,; .�•y,.. ..-s. ae '• 'w. - � 'J� r': ,. i _ y - r r fi#_ �'"•. t .: ��': .` " y '�,deli is Y , � r • " ' . est r'; y ��.••�#-« �� i t: '' +� , wSC '1 ��f :k� '�•,°�. y rc f y �e 1w �. 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M F:.ter �I - • F it -Tqr . _ w. _ a Ir h rf ii ( _ JA w L.' � F , IF ` Af s: ell ( : r T" * , aAl j t Wilk . . _ m e 4 • ` y r .+ Vin:, �r•�e'.a�., .. a..r --. tt�. y ', M S ¢+ f • w• r Rte. „° a - _ ° • e , ■ f 5 i` A I 7� Ill d' j d s wi' iA 'i •'V i �k I'Q,. �. _ o ,_ `'�' - ��rc "fF.z:,� �• e. .� A f Y / �� .ia ._ �y//a �..:-.t�v. �� „ � i a �, if .. Y �," .. r '�... �� a . i f r f � a Ar moo Uo 66 L IF 1 N j I W%AP t Y " .JIYr t J a r* r e _ a` Y all ^E owl cm IF . .a +. A f *� y .. e ■ �er< r R1, NGS END L Since 1902 Bethel, CT Branford, CT Darien, CT Levrisboro, N:C P, O.�Box 114 (203)797-1212 (203)488-3551 (203)655-25?_5 (914)533-2517 Niantc800) 797-6511 (866)758-3551 (800)390-1000 (888)533-2.517 F: 6�-739-�82� New •London, CT New kli1POrd, CT 112.an"C, CT W-Llton, CT (860)439-0155 (860)355-5566 (860)739-5441 (203)761-1000 (866)439-0755 (888)350-8966 (800)303-652.6 (866)842-7883 TRANSACTION TYPE STOP.E Charge Invoice Niantic, CT BILL TO: SHIP TO: Z & S CONTRACTING P.O. BOX 202 F. I. FERRY DOCK FISHERS ISLAND NY 06390 NEW LONDON CT 06320 Phone 631-788-7857 CUSTOMER TRANSACTION CUSTOMER CODE DATE NUMBER TIIYZ- PURCHASE ORDER NUMBER SALESPERSON �^ EZSCONT 082718 496142 10:20 PARSONS GARAGE 96 David Lee APPLY TO ORDER DATE IORD/QTE NO.I TERMS T}U; JuluS IC12ION -- 0 P 2% 15t-h, Net 25 Days 6.359- - CT SALES TAX ITEM ORDER QTY SHIP QTY LOC DESCRIPTION PRICING VNI:! XEiSCING P.'!:R VOM IEZ'��>•�' ! HASTINGS 1236319 /MARVIN AW,22.0 77 RECEIVED IN GOOD CONDITION BY: PAUL CONTILLO NET ANT CHARGB TREIGRT Im DEPOSIV T X 7941.87 0,00 504.31 8446,18 CUSTOMER COPY Page: %� CRINGS ince 1902 Bethel, CT Branford, CT Dara.en, CT Lewisbozo, NY (203) 797•-1212 (203)488-3551 (203)655-2525 (914)533-2517 P, O. ,BOX 773x9.4%L1317 (800)797--6511 (866)758-3551 (8(10)390-1000 (888)533-2517 NiF C -739- 2 Now London, CT New Malf-ord, C'P Niantic, CT Wilton, CT (860)439-0155 (860)355-556(, (860)139-5441 (203)761-1000 (866)439-0155 (868)350-8966 (800)303-6526 (866)842-7883 TRANSACTION TYPE STORE Charge Invoice Ni-antic, CT BILL TO: SHIP TO: --- �— Z & S CONTRACTING P.O. BOX 202 F. I. FERRY DOCK FISHERS ISLAND NY 06390 NEW LONDON CT 06320 Phone 631-788-7857 _ CUSTOMER TRANSACTION CUSTOMER - CODE DATE NUMBER TIME PURCHASE ORDER NUMBER SALESPERSON y EZSCONT 082718 496142 10:20 PARSONS GARAGE: 96 David Lee APPLY TO ORDER DATE JORD/QTE NO.I TERMS TAX JURISDICTION 0 P 2% 15th, Not 25 Days 6.35€ - CT SALES TAX ITEM ORDER QTY SHIP QTY LOC DESCRIPTION PRICING UNIT PRICING PER VCM NET AMOTMT PLEASE CALL TO ARRANGE DELIVERY MARVIN UNITS ARE STONE WHITE ALUM CLAD 1"sXTERIOR, PRETMED PINT: INTERIOR, 4-9/36 JAMB, STORh1 PLUS IZ3 LOW-E 2 WITH ARGON, 7/8" SDL WITH SPACER, SATIN CHROME HARDWARE, WHITE SCREENS. SOMW 3 3 CUDH-NG2.03226 (A) 3.000 3546.820 EACH 4640.46 SOMW 4 3 CUAWN3624 V (13) 3.000 1100.470 EACH 3301.41 L 1 1 LOC-: SHED 5, G 3 1.000 0.001 EACH 0.00 RECEIVED IN GOOD CONDITION BY: PAUL CONTTLLO RECEIVED BY: MIS. ON 8/27/3 .001 i C ACH 0-00 mxsc SO;() r� name navoxcE HET ADlT CHARGE P12LIGHT Tp,�{ DEPOSIT TOTAL x PAGES CUSTOMER COPY Page: 1 c (R=INGS Bethel, CT Branford, CT Darien, CT Lewisboro, NY (203)797-1212 (203)486-3551 (203)655-•2525 (914)533-2517 P, O. ,BOX 714 (800)797-6511 (866)75F-3551 (800)3510-1000 (888,)533-2517 Nlarnt' c}nnx{ -7 39- 2 06357 F: 9U-739^ 22 New London, CT New Milford, CT Mantic, CT Wilton, CT (860)439-0155 (860)355-5566 (860)739-5441 (203)761-1000 (866)439-0155 (888)350-8966 (800)303-6526 (866)842-7883 TRANSACTION TYPE STORE Charge Invoice Niantic, CT BILL TO: SHIP TO. Z & S CONTRACTING P.O. BOX 202 F. 1. FERRY DOCK FISHERS ISLAND NY 06390 NEW LONDON CT 06320 Phone 631-788-7857 CUSTOMER TRANSACTION CUSTOMER CODE DATE NUMBER TIME PURCHASE ORDER ATUMBER SALESPERSON EZSCONT 090618 506582 09:25 PARSONS GARAGE 96 David Lee APPLY TO ORDER DATE ORD/QTE NO. TERMS TAX JURISDICTION 0 P I 2% 15th, Net 25 Days 6.35% - CT SALES TAX ITEM ORDER QTY SHIP QTY LOC DESCRIPTION PRICING UNIT PRICING PER VOM NET AMOUNT I. 1 1• LOC: SHED 5, E 2 11.000 0.001 EACH. 0.00 R 1 1 RECEIVED BY: J.A. ON 9/4/18 1.000 0.001 EACH 0.00 HASTINGS 1236319 /MARVIN AWC22071 n Yn ^ (1 C v`V` RECEIVED IN GOOD CONDITION BY: PAOi CONTII,d,O AffSC SALES REDaumNO 1w1ro L1.0 CHARGE FREIGHT TAX DEPOSIT X 0.47 0.00 69.881 1 1170.3 CUSTOMER COPY Pa ®ft Sch MR RINGS EN Since 1902 Bethel, CT Branford, CT Darien, CT Lewisboxo, NY (203)797-1212 (203)488-3551 (203)655-2525 (914)533-2517 P� Ol6357 ox 73184 (800)797-6511 (866)758-3551 (800)390-1000 (888)533-2517 N1F t6S-739- New London, CT New Milford, CT Mantic, CT Wilton, CT (860)439-0155 (860)355-5560' (860)739-5441 (203)761-1000 (866)434-0155 (888)350-896r, (800)303-6526 (866)842-'7883 TRANSACTION TYPE STORE Charge Invoice Nianticr CT BILL TO: SHIP TO: Z & S CONTRACTING P.O. BOX 202 F. I. FERRY DOCK FISHERS ISLAND NY 06390 NEW LONDON CT 06320 Phone 631-788 -7857 CUSTOMER TRANSACTION CUSTOMER CODE DATENUMBER TIME PURCHASE ORDR NUMBER SALESPERSON EZSCONT 090618 506582 09:25 PARSONS GARAGE 96 David Lee APPLY TO ORDER DATE IORD/QTE NO. TERMS TAX JURISDICTION 0 P 2% 15th, Net 25 Days 6.35% - CT SALES TAX ITEM ORDER QTY SHIP QTY LOC DESCRIPTION PRICING UNIT PRICING PER OOH NET AMOUNT PLEASE CALL TO ARRANGE DELIVERY MARVIN UNITS ARE STONE WHITE ALUM CLAD EXTERIOR, PREIMED PINE INTERIOR, 4-9/16 JAMB, STORM PLUS IZ3 LOW-E 2 WITH ARGON, 7/8" SDL WITH SPACER, SATIN CHROME HARDWARE, WHITE SCREENS. SOMW 1 1 CUAWN3624 V (8) 1.000 1100.470 EACH 1100.47 HASTINGS 1236319 /MARVIN AWC22071 i RECEIVED IN GOOD CONDITION BY: PAUL, CONT LLLO • last SALES RE1AININe INVOICE NET AMT CHARGES DTHIGHT TAX DEPOSIT 9'OTAL mu X E—PAGE'3 ... CUSTOMER COPY Page: 1 1 Fishers Island ABY �� Z S®ParsonsGarage_121527 rRING N, 'E inFiqP) Quote#:6ETIAQY DAVID LEE RINGS END OF NIANTIC INC PO BOX 714 NIANTIC,;CT 06357-0714 Phone:(860)739-5441 Email:david.lee(curingsend.com This report was generated on 7/30/2018 9:51:14 AM using the Marvin Order Management System, version 0002.21.00(Current).Price in USD.Unit availability and price are subject to change.Dealer terms and conditions may apply. Project Description: 7.c&S C'onracting - Parsons Garage - 12-15-2017 Featuring products from: M"VIN B.,ft---dvw OMS Ver.0002.21.00(Current) Fishers Island NY ` Product availability and pricing subject to change. Z&S_ParsonsGarageL1215Il7 Quote Number:6E71AQY -- ------- —�____—___ Architectural Project Number:517507 LINE ITEM QUOTES The following is a schedule of the windows and doors for this project. For additional unit details,please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Line#3 Mark Unit:A Net Price: =Us� 1,546.82 Qty:3 _ __ __ Ext. Net Price: — 4,640.46 B�Q L� Stone White Clad Exterior g Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2 0 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 2W1H Stone White Clad Exl-Primed Pine int Ogee Interior Glazing Profile As crewed From The Bottom sash Exterior Stone White Clad Sash Exterior RO 381/4"X 60" Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimetei and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 2W1H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile White Interior Weather Strip Package White Exterior Weather Strip Package Satin Chrome Sash Lock Satin Chrome Top Sash Strike Plate Assembly Color Half Screen Stone White Surround Charcoal Fiberglass Mesh 4 9/16"Jambs AL Nailing Fin `*`Note: Reference the installation instructions for StormPlus certification requirements. Line#4 Mark Unit: B Net PI ice: y 1,100.47 _Qty:4 Ext. Net Price:_ USD 4,401.86 –�y — ✓IIUVIN , Stone White Clad Exterior .I . , I , , Primed Pine Interior Clad Ultimate Awning-Roto Operating CN 3624 Rough Opening 37"X 23 5/8" Frame Size 36"X 231/8" f Performance:StormPlus IZ3 —1 Stone White Clad Sash Exterior Primed Pine Sash Interior IG-3/4" StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar As Viewed FromThe Exlenor 7/8"SDL-With Spacer Bar-Stainless RO 37"X 23 5/8" Rectangular-Special Cut 2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile OMS Ver.0002.21.00(Current) Processed on:7130/2.018 9:51.14 AM Page 2 of 5 OMS Ver.0002.21.00(Current) Fishers Island NY Product availability and pricing subject to change. 2&S_Pars©nsGarae_121517 Quote Number:6E71AQY -•--- - __ Architectural Project Number:517507 Standard Bottom Rail White Weather Strip Satin Chrome Folding Handle Satin Chrome Multi-Point Lock Stainless Steel Hardware Aluminum Screen White Surround ; Charcoal Fiberglass Mesh 4 9/16"Jambs AL Nailing Fin i "'"Note: Reference the installation instructions for StormPlus certification requirements. Project Subtotal Net Price: USD 9,042.34 1 Sales Tax: USD --7;L9-9e-- Project Total Net Price: USD 9,822.24 OMS Ver.0002.21.00(Current) Processed on:7/30/2018 9:51:14 AM Page 3 of 5 39-1 CONSTRUCTION SPECIFICATIONS SILT FENCE - 39 2 J WOVEN WIRE FENCE (MIN. 14y 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE GAUGE W/ MAX. 6" MESH 3a-s - DD TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR SPACING) � 37-7A �L 0 GO o HARDWOOD. ` 39-6 4) 3- CV o 0 10' MAx 36" MIN. LENGTH FENCE .� OT o 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES CENT c ER TO POSTS DRIVEN MIN. 16" 37-7 () Y U SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, CENTER 39-7,B 40-8 •� U a) INTO GROUND �� 0 o c `\ 6" MAXIMUM MESH OPENING. _ II __--�� \\ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE c W \ OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER \CJI T \ 4D-9 oORr23 cn L FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. I �.__ I \ \ �s sz co W QLz CUv 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED ll 39-14 4D-7 - W ~ EQUIVALENT. 1 Q ca LOT 2 � _ � •� \ 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN HEIGHT OF 00-10 00-22 V U ai ❑ � FILTER = 16" MIN. o cm "BULGES" DEVELOP IN THE SILT FENCE. �_ I O "LU > CV 40-20 c / ^ - r ya EMBED FILTER (n `o :p spa �� 6LONHA MIN.GROUND OF 44-, x 2 ao-z, Q ILL! Do ch cf)co 0000 \.O 40-11 \_ uu c M M / MUSEUM LAND TRUST PERSPECTIVE VIEW 44-3 4G-,9 V C I l) cv 40-17 WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH I 0 as-s 40-12 40-18 SPACING) WITH FILTER CLOTH z ) 44- 40-16 �I�IfA 36" MIN. FENCE POST o O �, IIT r F UNDISTURBED N Rev , I ERF LOW- GROUND a .oma °� ggRlc.^ Q 4o-,s 44-8 COMPACTED SOIL '�� z = as-7 4D-,3 �. Al CONSTRUCTION ENTRANCE EMBED FILTER CLOTH /\� ;' w LOCATION MAP SCALE 1 "=400' Z NOT TO SCALE A MIN. OF 6" IN GROUND r 4„ Nl 5 O ,.y MAP REFERENCES SECTION VIEW 6 1. PLAN OF PROPERTY TO BE CONVEYED BY SUZANNA VON DER ' SCHULENBERG TO THOMAS W. BUCKNER, FISHERS ISLAND, NEWS N/F YORK" SCALE: 1"=40' JULY 19, 1991 BY CHANDLER, PALMER AND TURKEY HOUSE, LLC KING. MUNICIPAL WATERS• " `,' ON SITE SEPTIC SYSTEM NOTE,i ��°, c�,�✓s� N ��•��`°° v, 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE ' INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE +� S 4S• PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. Ld i � ~ F 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED �I LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. a j 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND BENCHMARK: IRON ROD U / SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL EL=5.91 NAVD 88 ARE THE PRODUCT OF THE LAND SURVEYOR. O 60. 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND (n ,. =® _ _ GEODETIC SURVEY TRIANGULATION STATION "NIN" z 5. SITE IS IN THE TOWN OF SOUTHOLD COUNTY OF SUFFOLK TAX O 0 24' MAP 1000, SECTION 10, BLOCK 5, LOT 2.2. ,n o z W V 1 VJL TWIN Q p Q MAPLE 6. TOTAL AREA = 1.91 f ACRES. p ROCK (irP.) 7. STE IS LOCATED IN ZONING DISIRIC] R-120. p LI i - (C14 I.PIPE 8. THIS PROPERTY IS IN FLOOD ZONE AE ELEVATION 10 AND ZONE Lj Q `I' / 0 / �r, ( 1 - WF FWW4� (FOUND) VE ELEVATION 12 AS SHOWN OF FEMA FLOOD INSURANCE RATE MAP Y z N.- 165.33 TOWN OF SOUTHOLD COMMUNITY No. 360813 PANEL 19 OF 1026 LL1 Q U Of �, ��Q ' �� I W: 3045.33 MAP SUFFIX: H MAP NUMBER 36103CO019H MAP REVISED w m (/) Q LIMITS OF TIDAL WETLANDS ` - (TOE OF SLOPE) G. JUST, /' / \''• WF FW3 SEPTEMBER 25, 2009. (� JMO ENVIRONMENTAL, i1 �� %' 20 /HAND I ATIOES®® \ �i' / � I �� d� elf CONSULTING 03-30-2017 �o -/l_ ,, t1/ w OAK 6� JN /. \ \ I I S 59'ST T '� _ u_ 0) 2 20" � ' I 40 Ld OAK \ �9i,L / GRAVEL \ A \ 9cF I V J L / ,8 ) LAWN �� / 60' \ _ F I < 0 A� I/ I / L\ PROPANK S FRONT 3 < / ) c IRRIGATION / I I �/ �✓� ��•,-� � �C7.� HAND HOLES �✓% >S Q� AC\ ELECTRIC \ \ \I O � UNITS \ TRANSFORMER WETLANDS �CU��F ' /V 1ti r-WF FWW2 / COASTAL EROSION LINE -------- I I I a o N 1S0g0, �� /\Ll /� _```\ �•. LIMITS OF FRESH WATER \ I I I a 48•�O' \p � I\ - 6G PROVIDE CONTINUOUS UNE \• WENDS AS FLAGGED BY x`30 iy /�� ` / /' ��g ---- \5 5< 1 OF SILT FENCE- MAINTAIN `\ � JMO ENVIRONMENTAL l( ) /.a ,Or%� / � pJCh DURING CONSTRUCTION x�.� \\ CONSULTING 03-30-2017 I I ° ° CHERRY Q ° 4' 4 ° m �\ ° MAX MAX u < F;jWl 4- 1 �. TREE \\ 7It\y _� �i,� g to jl I I I I d o O 0 o DRAINAGE CALCULATIONS =j _- _ /� REMOVE GRASS LOAM I AREA 1 (DRIVEWAY) / 206, 3, LIMITS OF�� 0 SEPTIC TANK I �� t° Li 8 ZONE AE ` (EXISTING) \ 8 a r�//� \\��" (835± SF) BASE 4 ►j PLAN 1900 SF X 1.0 X 2/12 317 CU. FT. REQUIRED i 1 20 C , ' AND GRAVEL DRIVEWAY $9 I - REMOVE EXISTING OAK \ L;'I r'. GRADE TO RAIN GARDEN II I a 31 CF. / 1.5 VF = 212 SF REQUIRED FOR RAIN GARDEN \ \ �i \ > o I PORCH dt STEP (413 SFJ � -� �/ � DRIVEWAY �'y� ' PROVIDE ` 4' PROVIDE 300± SQ. FT. RAIN GARDEN 1.5± DEEP PROVIDE NEW COVERED-\ - I^� \ CONSIRUC110N I - LL1 SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. ti°off PORCH AND STEP (103 SF) 14 `\' ,' MIN. Gj , (SEE ARCHITECTURAL PLANS) ' GR SEL ( OAK �� \ \ '-� ENTRANCE I PROVIDE STRAW BALES BACKED N \.\ \ _JI I WITH SILT FENCE (TYP) W N 3" 31 Q LINE TH 10 MIL ❑ N \ \\ PROVIDE i - - �' � .!-I,.�°.� .,\\`' r '�':; I PLASTICPISH SHEETING, KEY AREA 2 (GARAGE) - -� \ i ,J GRADE 4. 3" CONCRETE _ I -� ENDS INTO �- CD 633 SFX 1.0 X 2/12 = 106 CU. FT. REQUIRED STAGING WASH-OUr PIT J * �.`" ''' I TREE AREA � 24 8' s^ �\ � : :J ; 106 CF. / 1.5 VF = 71 SF REQUIRED FOR RAIN GARDEN �'� !,"' secrloN OAK BIRCH j,?'• r.-' r t..l^ r .,.,- Q z c 4, PROVIDE 1001 SQ. FT. RAIN GARDEN 1.5± DEEP '�' 9) --'��' `� �� 1. SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. `�.�• 86• \ - � Q �y,, _r • „• I I CONCRETE WASHOUT PIT O.4 NOT TO SCALE S8 20" j,. o J_ 6 \ v I I I I NOTES: Q 1 QUAD Q I ; pli 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL Q /_ MAPLEI � �, `� �iL Ir,'",{r r,„'� CONSTRUCTION, LARGER PROJECTS OR PROJECTS REWIRING C 3 -J \I Q �'",L.'� ' PUMPS MUST BE SIZED ACCORDINGLY(7 GALLONS/TRUCK,Co ~ a w \ O / �I PSI i 3' N ( / �� '��/ �� SD GALLONS/PUMP, PLUS MIN, 1' FREEBOARD). CL TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: // / ( � Q p DIl\\ ( '`-� �I \ AREA t R V 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM SEPTIC o h RHODO�NDRO ` '..i PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 0 co cn w . PROVIDE RAIN GARDEN \c,. r7 r7 LOCATION (n(/1 J �. \-� 75%OF ITS CAPACITY. CO U 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, \ w �� `l 3001 SF x t.5 FT. DEEP �Z\ a (EXISTING) \ N U 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT r OC NEW ENGLAND WETLAND PLANTS, INC. \`� ' \ /_ \ (y ( i I OF WASH WATER. 2.MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA N F Q 6141 \ ) 22 1 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA SHAD I � m � L� I v � I � -=, OAK r ANYTHING FOR THE CHILDREN, LLC �N 6 '43'18" W l \ �ty� CLUMP ,_ / r 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI - m I SINGLE FAMILY RESIDENCE \� N 4 _r ( I � w z z z Y 5.MEDIUM GROUNDCOVER -- SWEET FERN COMPTONIA PEREGRINA PROPOSED GARAGE (813 .67 \ 8•� o ~ o 9 MUNICIPAL WATER SET SLAB AT EL 7.67 30" \� 0 30. _ " _ Y o ON SITE SEPTIC SYSTEM 30- (SEE PROVIDE ROOF LEADEARCHITECTURAL RS J OAK \8 8995,E � ) \\N I-- S 7253 2yE LEGEND m u U- TO RAIN_GARDEN � ®�I 5„ PROPERTY LINE AREA 2- PROVIDE RAIN GARDEN IRRIGATION TWIN -4 IV ;,I TEST HOLE DATA 1001 SFX 1.5 FT. DEEP ABUTTERS LINE DATE: AUGUST 3O, 2017 1982 SUBDIVISION / AND HOLE BIRCH ''•r Y cl O 'b / o �I I EDGE OF GRAVEL R. STROUSE P.E.L.S. o ; _ _ SCALE: 1 " = 20' EXISTING CONTOUR - 0"-12" TOPSOIL �g� 1 I FRESHWATER WETLANDS WF #FWW3 PROJECT: #2017813 QUALITY CONTROL CERTIFICATION 12"-36" SUBSOIL LIMITS OF CLEARING, 36"-144" FINE SAND-MED. COMP. (SP) GRADING AND 1 I NOW OR FORMERLY N/F GROUP REVIEWED DATE SITE DISTURBANCE I PROJECT MANAGER 4800± SF C' 1 I BOUNDARY POINT 0 30" IRON PIPE • SURVEY OAK I GAS VALVE GV SHEET ENVIRONMENTAL 20' 10' 0 20' I CIVIL I 1 OF 1 STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL a ae"t RtL�pfir •s a "" n",,i1 f'1 j A+s ► O N�L� ! / \ `i, �"Saaw �'a TAg,�,�r��."*.yw Cil � ; WEST HARBOR - �°*t � r c t f" / i'O�LG/, { Fes, ' APPROXIMATE LIMITS OF TIDAL WETLANDS / a 3. INNISL't_ATI F' / EDGE OF LAWN \ �t 1 PES+COP,,,-LFT "'C.+... _i Ill �� N ALL REQU R; 7S Or iH'G _. v`. ir;:t! / R (TYP.) CsST(iT�. ��."lT -�tf' 1J�.ul:%{..E F02 �, \1 lO� r O pESiC OR CG'°<STRUC T;"l ER rJnS. l ` QUt SSD �G a / o APPROXIMATE LIMITS OF BRUSH LINE 0 04, COASTAL EROSION LINE LAWN / o \ A NITS ' OUTDOOR I HOWER GRAVEL I I ELECTRIC - TR SFORMER T I Q Q EXIST. SHED -.. .__.: v ✓.. _. . • % '.= - STEP 60, �, 29�F �' ►� � con PROPANE ' 41- TANK NEW ENTRY \\ 1. U c/� -, PORCH & ROOF g ` WETLA DSRESH AER S t WETLANDS S ASFLAG ED GLENN JUS JMO GAG SEPTIC TANK ° ENVIRONM TAL CONSUL ING 03-30-2 17 GRAV�L DRIVEWAY RETAIN sT0711 2� w err < a °° o /O O d U ti `10. p OQ .-' BRUSH LINE H � N LLJ � �T I T O O � � � N Q r xII Z � Q Q [s CD W ~ W p 0 Z w O A1,0 W tw .. . 41 s t4 t n7 A 4 4 1 O ate.+ AC 1 a«'ya Yy'A;t aAtl na WSe Puede f�M 0. � U aRt Gr Tr;i c}R�VVU�yy p Q w � a O N ----------- Y n O O O O 0 O O 1 I EXISTING PORCH EXISTING SCREENED PORCH N I EXISTING DECK I I I I I I I O OI zi MF: t -�� =1 � OZ --. - -. _ �( I � I go1 IF BEDROOM + C -SII= fi- 00 L -1 1 -- ---_ o KITCHEN Mil I i LIVING ROOM11131 W ----- - - A3.1 ---- --—---- F-71 11 1 F— A3.0 DRAWERS CLOSET DRAWERS W W / CL I Q r HALL _ _ PANTRY 4 4 4 �— CU >/ LOSET ----i — J O --- — o R z BATH - - - - - -- - - - - - - - - – - m m _O O_ _ 00 uP _ _ - 7 � � � SH VES -{— = OUTDOOR Q --� ENTRY - SHOWER HALL HALL I MUDROOM s Z P.R.. I _ _ cn- �, — m N 1 Z — OVERHANG ABOVE Q ENTRY PORCH O z rn —C E W — — — — —� — — STEP p U) LL- \\� EXISTING DECK AND STEP TO BE REMOVED 0- z `r w A3.0 A A2.1 ,,41.01+ttta4e * Il,400 cq x c d L '♦ � bei �° � Lam' u t Tt9E �1?�j sQA#mem U o 'u o b GUTTER v' KJ 0 o � tf)� a � r N N - GUTTER Q � OZ � c/) 0-4 RIDGE Cll\ w a a a 4 4 4 V I Z a C° m H W n m H co \ \ N GUTTER zc/) V II a GUTTER Q CAI NEW ENTRY PORCH ROOF C) 0 � C) oro o � Z M r. w A2,2 gve62ttAt$flf�A '°'RM A ?ftl ��e� v, co I_ Oc u •- x A,. .e'S baa Sc,." MM = Fq � e"-`''nn Jnr"A'm�mbi Pti aaR�4MM Q w � N G .-+ u r c `r N 9 N H LH 11 NEW ENTRY PORCHFE O � 0 O 1:1 E FIRST FLOOR _ REMOVE EXISTING DECK _ _ ASOUTH ELEVATION SCALE: 1/4" = 1'-0" w W Q Q 4 V z n n Q W � � ci w w o W n Do \ c \ co \ \ � O LLJ Z a I `4 a 11 w NEW ENTRY PORCH COLUMNS TO MATCH FE LE bi x EXISTING WATER-SIDE V) H M PORCH EXISTING PORCH p z FIRST FLOOR EAST ELEVATION I A3 .0 BSCALE: 1/4" = 1'-0" lklk.,,kt vn 41 w .ate dr rti aa0 U C) m F *�asev...- Q Lr) CIA Eli LJu_ III EXISTING PORCI- 1)31 ING P 1 —1 P ILI 04 NORTH ELEVATION OPTION A �,�//' c w SCALE: 1/4" = l'-O" z m m m Lj En En ao co cla O cf) 0 NEW ENTRY PORCH W M COLUMNS TO MATCH Li-i x EXISTING WATER-SIDE V) O EXISTING PORCH PORCH 0 Z `e � FIRST FLOOR F_D WEST ELEVATION A3 .1 SCALE: 1/4" = l'-O" � o N U w e !— o ° VV� / u 12 U c" r "5/8CDX PLYWOOD / w � \ // 30# FELT BUILDING PAPER — 5 Q G BLOCKING — 6„ pC. v PLYWOOD RED CEDAR SHINGLES TO MATCH EXISTING @ 5" T.W. 2 SHINGLES TO MATCH EXISTING TRIPLE CEDAR STARTER COURSE 2X6 G JOISTS ® 16" O.C. N _ _T,PLATE 9'-1%" ABOVE FIRST ----- -----y--- 2 - 51 FLOOR FINISH FLOOR 10 2 402 TYP. WHITE ALUMINUM GUTTER I I - 1X4 PAINTED FIR ALIGN W/ EXISTING GUTTER —= TO MATCH EXISTING l ' 81 8 BEADED BOARD ALUMINUM ALIGN W/ EXISTING 1 -8» WHITE RIP EDGE 1 X PAINTED EAVE SOFFIT = -- CEDAR TRIM 1X PAINTED CEDAR TRIM - ALIGN W/EXISTING EAVE SOFFIT --- - 1X PAINTED CEDAR SOFFIT -- � - --- - / - CEDAR X SOFFIT 1 2" CEDAR COVE MOLDINGi 7 y" REVEAL Q (3) 2X8 BEAM 1X PAINTED CEDAR FASCIA 0 L.C.C. FLASHING -- CHADSWORTH POLYSTONE 8" — PLAIN, ROUND, TAPERED COLUMN �a+p41119t�g� 1� ^/ Z 0s tdg PORCH RAKE ELEVATION PORCH EAVE SECTION �� A SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" a' I � ''fir;{"`®y,'`. '�rti:;mac �- �� 1/��!/�/• If G d{CHdb 9� °j � ��`raryFh�'r It�E S'4P��*•'a MM M�'� 2 WHITE ALUMINUM - --�— CHADSWORTH POLYSTONE 8" _ �� DRIP EDGE � r, ' PLAINS ROUND, TAERED COLUMN 1X5 PAINTED CEDAR RAKE W/TU CAPITAL & BASE �- 1X PAINTED CEDAR SOFFIT W U 4 4 Q - 2X3 BLOCKING w --5/04 IPE DECKING -- w 1S FL EXISTING FLOOR W/BLIND FASTENERS 1X4 PAINTED CEDAR TRIM --- L.C.C. FLASHING — - L.C.C.— FLASHING SHINGLES TO MATCH EXISTIN( z i> OVER ICE & WATERS IELD i m m m / < a a W W �- FLASHING & LEDGER (3) 2X8 P.T. BEAM / MATCH EXISTING STAIR RISE — cn BOLTS 16" O.C. „ u co " s Lu U - 8 " STAGGERED 2X8 P.T. JOISTS ® 16 O.C. 8 8 8 1 -4 GALV. JOIST HANGERT GALV. JOIST HANGER— _ L.C.C. FLASHING 2- w � m —2X8 P.T. LEDGER 2X12 P.T. PLATE I — TYP. WHITE ALUMINUM GUTTEI N i 1100 - TO MATCH EXISTING q EXISTING GRADE 12" DIAM. SONOTUBE �� I 1X AZEK RISER TRIM - ad -- - _ / _ PLATE------$- CORNERS I P.T. STAIR FRAMING ,�` _ _ - - - 2 9'-1%" ABOVE FIRST = 2 FLOOR FINISH FLOOR o BOLTS ® 16„ O.C. I 24 2 00 Z W cn CONC. STAIR TOOTING 8' ” Ld L w 1 - x � M w z DFOUNDATION DETAIL @ PORCH SCALE: 1 1/2" = 1'-0" A50 BPORCH RAKE SECTION • SCALE: 1 1/2" = 1'-0" sic0 ARry,i ,� * " s w It- ? 40 E O U Q w <C cliv C r v' O � �r tiN r l � cli C G3.0 OOF 7'-0" 18'-8 1/2" 3' 7" 1'-8 1/2" „ MAS. OPG. �- - --- - - -- 0 -OA ABOVE HOSE SPIGOTI 4 Fi G4.0 _ - PAINTED � O B o PLYOOD ON ALL INTTER OR 8" CMU WALLS 17 FOUNDATION FOUNDATION II II PULL-DOWN O Q WALL G3.0 - II III STAIR ABOVE G3.0 DQ Z POURED CONCRETE vi FOOTING I Ole I'llb GARAGE II 014 U C/� -i o G4.0 BICYCLE STORAGE CONC. SLAB I- r /'''o � o I UNEXCAVATED N A B CONC. SLAB SLOPE TO DOORS I DIAM.•SIEE�O4 �SLAB ON "' 1/8 /FT. - O F-►-� GRADE ABOVE o L --1 -1 N `p V1 — BEAM ABOV ' � � ►--a I I III I � �� II HOSE 1 oSPIGOT I M 4 Lo I U I II —OA ABOVE z m m 2 3 3'-5 1/2" 3'-7" 1'-11" 9'-2" '-10" 9'_2„ 1'-11" T-0" 24'-0" MAS. OPG. MAS. OPG. MAS. OPG. s z uj 5 1/2"- CONCRETE APRON N N N G3.0 A FOUNDATION PLAN FLOOR PLAN A SCALE: 1/4" = 1'-0" / BSCALE: 1 4" = 1'-0" CD w Q � =n c Q w CD cn z C) Q U) C x O l M G2.0 m O ma w `� t`'• v^b a ^" a Orr lu -- ---- — n — � C `n o _-- - N _ RED--CEDAR--SH-I GLE-ROOf-T OA - MATCH-EXIST'G-HOtfS�P) - 1 ATTIC -- ATTIC - _- - EEE I Lir O D ------- k�E] C) ,Z D - - ------------ -- G� T.O. FOUNDATION WALL - C a T.O. FOUNDATION WALL FLOOD VENT I�0 RTH ELEVATION SMARNENT MODEL #1540-570 IN GRAY U EAST ELEVATION � ASCALE: 1 4" = 1'-0" » _ / B SCALE: 1/4" - 1'-0" �-+ _ --- WHITE PAINTED WOOD TRIM TO w 4 4 -- MATCH EXIST'G kUTE-CLA - HOUSE (TYP.) ARVIN-WINDOWS - z ----TO-MATCH m m O W W W HOUSE - -- iLu w z H D: d U ATTIC - - ---- ATTIC co ED-CEDAR-SHINGtfS TO- - - - m TCkI-E?(1STTG-Hill E P e w A Q Q Z CDO T.O. FOUNDATION WALL - __j - T.O. FOUNDATION WALL - -- - - -- - - -- - - - - - O - FLOOD VENT _ wFLOOD VENI CD w CWEST ELEVATION SMARNENT MODEL #1540-570 IN GRAY cD SOUTH ELEVATION SMARNENT MODEL #1540-570 IN GRAY � 2 `D SCALE: 1/4" = 1'-0° DSCALE: 1/4" = 1'-0" G3 .0 c N U W O u 12 Q � 2X8 TIE BEAMS ® 4—0 O.C. � c v r 12 y �' c c `r cr 18 X N i STORAGE ATTIC OPEN RAFTERS N co � N T.O. ATTIC SUBFLOOR ,� " CDX PLYWOOD _ ATTIC FLOOR 2X10 JOISTS ® 16" O.C. -- (3) 2X12 BEAM _ _ 04 oD GARAGE ao C!� Q T.O. FDN. WALL T.O. CONC. FDN- 77 LT� -N Q NOTE: Z WALLS & ROOF UNINSULATED. BUILDING IS UNHEATED. �.., SECTION 2 ��'$ v5 f4p.4RN MRq� y jF$ SCALE: 1/4" = l'—O" I� 0-4 2"70 , 12 2X8 TIE BEAMS ® 4—0 O.C. u 12 v Z % i m m m = 18 n i STORAGE ATTIC OPEN RAFTERS 12 6[,,,-'%� J �� CDX PLYWOOD T.O. ATTIC SUBFLODR „ pG ATTIC FLOOR 2X10 JOISTS ® 16" O.C. w n O\i N N T.O. PLATE ��', Q co N BICYCLE—STORAGE — (3) 2X12 BEAM N 3Y" DIAM. STEEL COLUMN _C) cy, ;, BICYCLE co GARAGE n STORAGE "co < Q c/) w o H o T.O. FDN. WALL = H w U T.O. CONC. FDN. cf) w f cry 4 L�Y .. 4• . • i?\. ka,� • : �'T�l".L 1 O 8" CMU FOUNDATION zto C' WALL A SECTION 1 SCALE: 1/4" = 1'-0" G4.0 WINDOW SCHEDULE U 3'-1" R.O. 3'-2Y" R.O. ADDITIONAL MANUFACTURER TYPE WINDOW No. ROUGH OPENING FRAME SIZE QUANTITY DETAILS NOTES: U 0 Lu — --- -- -- TYPE HARDWARE U — a o WIDTH HEIGHT WIDTH HEIGHT (- FINISH Y A MARVIN DOUBLE HUNG *CUDH-NG3226 E 3'-2Y4" 5'-0" 3'-1Ya° 4'-11Y" 3 2/2 = �' © B MARVIN AWNING CUAWN3624 3'-1" 1'-11Y" 3'-0" 1'-11}x" 4 4-LIGHT c 'i- c;o � GENERAL WINDOW NOTES: o � 1) BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR LO CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. 0 2) PROVIDE SHOP DRAWINGS FOR REVIEW. " 3) SEE WINDOW ELEVATIONS FOR MUNTIN PATTERN. 4) PROVIDE TEMPERED GLASS AS REQUIRED BY LOCAL BUILDING CODES. N 5) ALL NEW WINDOWS TO BE HURRICANE RATED (IZ3) MARVIN CLAD NEXT GENERATION DOUBLE-HUNG WINDOWS WITH HIGH-PERFORMANCE LOW-E4 IMPACT-RESISTANT GLASS. N WINDOW OPTIONS: �aeaesaes�yyy� 1) HALF SCREENS FOR DOUBLE HUNG WINDOWS (WHITE) �{. �.. '°"°°�• d's" ass 2) 1—SASH LOCK ON ALL DH WINDOWS ' _•`"� °� 3) 7/8 SDL MUNTINS W/ALUMINUM SPACER BAR. a ,°•rw.,ems. , 4) ALL WINDOWS WOOD PRIMED INSIDE 5) GLASS: MANUFACTURER — MARVIN zr ` GLAZING — DOUBLE PANE "��' .1`�°•* .»a .*` a�.�' TYPE — CLEAR LOW—E 180 `�� U—VALUE — 0.31 SHGC — 0.050 VT — 0.57 CR — 55 �, Q GAS — ARGON FILLED 6) EXTERIOR CLAD — TO MATCH EXISTING HOUSE 7) 5/4X4 FLAT PAINTED CEDAR EXTERIOR CASING AROUND WINDOWS, TYP. SILLS TO BE 2" AZEK SUBSILL, TYP. O Z 8) PROVIDE COPPER SILL PANS & VICOR FLASHING AT ALL WINDOWS & DOORS & COPPER HEAD FLASHING — COORDINATE DETAIL W/ARCHITECT. ^ 9) * INDICATES EGRESS WINDOWS --- a - DOOR SCHEDULE N a NO. MANUFACTURER MODEL N0. STYLE MATERIAL ROUGH DOOR SIZE ADDITIONAL DETAILS NOTES: U/~ OPENING `v JAMB ~ WIDTH HEIGHT WIDTH HEIGHT THICKNESS THICKNESS HARDWARE SET SHOP DRAWING REVIEW OF DOORS REQUIRED Lu - - 1 OVERHEAD DOOR 588 GARAGE DOOR WOOD 9'-2Y" 8'-2Y" 9'-0" 8'-0" 13/4" 2X4 THREE PANE SQUARE TOP WINDOWS, 4 EQUAL SECTIONS � 2 OVERHEAD DOOR 588 GARAGE DOOR WOOD 9'-2Y'' 8'-2Y2" 9'-0" 8'-0" 13/4" 2X4 THREE PANE SQUARE TOP WINDOWS, 4 �— w EQUAL SECTIONS N 3 THERMA—TRU CCR100 EXTERIOR DOOR FIBERGLASS 3'-2Y" 6'-10Y" 3'-0" 6'-8" 1Y4" 2X4 A 4 THERMA-TRU CCR100 EXTERIOR DOOR FIBERGLASS 3'-2Y2" 6'-10Y" 3'-0" 6'-8" 1Y4" 2X4 A 00 NOTES: ALL EXTERIOR DOORS TO BE KEYED ALIKE. HARDWARE ORDER TO BE REVIEWED BY ARCHITECT a O 4 Q N GENERAL DOOR NDTES: w V _ 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 FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. z 2) SEE PLANS FOR HANDING. m Do m 3) PROVIDE AFCHITECT SHOP DRAWINGS FOR REVIEW. N 4) ALL DOORS TO BE PAINTED a� W � W ^ ^ co Q m N C) z � � HARDWARE SCHEDULE Z p s cn TYPE HARDWARE SET LOCKSET NOTES: z L_LJ SET MANUFACTURER KNOB MODEL No. FINISH MANUFACTURER TYPE MODEL No. FINISH BACKSET HINGES H p W A EXTERIOR DOOR SCHLAGE PLYMOUTH BRUSHED CHROME p = ^� U p U) L1J �D n U co Q q � O Q C� G5.0 _---- ALASKAN YELLOW CEDAR SHINGLES ® 5" T.W. (n 12 �0 = = i =__�— — CEDAR BREATHER U o 30# FELT BUILDING PAPER W ell ��F` _ -- 5/8" CDX PLYWOOD E-- o u 2 2X6 TOP PLATE --- - _T.O. _ y 18 O _ PL1T PLYWOOD SUBFLOOR — , - ;2 i 10'-1" U "o �2 w � -- — T.O. SECOND FLOOR SUB Q b ¢ 2 12 9'-9y" 2X10 FLOOR JOISTS @ 16" O.C. p o 18 RED CEDAR SHINGLES TO MATCH HOUSE t 1'-1 1/4" - - - - - -- ---. - -- N ,2 \�— TRIPLE CEDAR STARTER COURSE N ,2 --- L.C.C. DRIP EDGE , Y2" AC PLYWOOD ON - \ N* - WHITE ALUMINUM — WALLS AND CEILING 3"X5" GUTTER (2) 2X4 TOP PLATE —' --- - 2X4 SOFFIT FRAMING \ 1X CEDAR FASCIA 1X BEADED BOARD SOFFIT RED CEDAR SHINGLES TO MATCH HOUSE (2) 2X6 HEADER - -----_ BENJAMIN OBDYKE HYDROGAP BUILDING WRAP Y2" CDX PLYWOOD SHEATHING Y" PLYWOOD — i 2 2X4 STUDS ® 16" O.C. v \ — L.C.C. FLASHING BGARAGE RAKE ELEVATION (SIMILAR TO HOUSE) 1X4 CASING _ 5/4X4 CEDAR CASING Q SCALE: 1 1/2" = 1'-0" O MARVIN NEXT-GENERATION HURRICANE RATED AWNING WINDOW; CLAD EXTERIOR/WOOD INTERIOR ^ �^ 1 X WOOD STOOL - 2" AZEK SUBSILL AZM-9630 el 1X3 APRON — , 0.4 ' ysa�aeaerme�t C� Lon — .. . LCCDRIP EDGE ' a. W 1X4 CEDAR TRIM 2X10 RAFTERS , \ ` �. ��-1X8 CEDAR FASCIA 16" O.C. 2X BLOCKING 2 FLOOD VENT SMARTVENT MODEL ` #1540-570 IN GRAY - ANCHOR BOLTS ® 48" O.C. REINF. 4" CONCRETE SLAB 2X4 SILL PLATE g SLOPED @ Ye":1'-0" L.C.C. FLASHING TERMITE SHIELD 6 MIL. POLY VAPOR BARRIER ,_ z CGARAGE RAKE DETAIL SECTION 2j = � _ _ T.O. SLAB ® DOOR 4 04 W SCALE: 1 1/2" = 1'-0" ° ° ,.•:•�•�f:i' Q' 0'-2Ya" T.O. SLAB 0 GARAGE DOORS = d— f o -0" — rr = 0 w ° PARGING ABV. GRADE U o ° FINISH GRADE CMU F�UNDATI 1 WALL_-__-_ co WE EEL-REIN FpRCI N NG - G —_ o RADE 1—— -- ; 1_3 ELOW —— --- -- !—- - - ; � I i I II — ------ j ----._...I i _ _. -----...- -------.( _-._ ° : . CAPILARY_�REAK-ON TOP, �\---!0[- tOOTI_NG — w PbURED COC —FOOTING - ---- I � -------------- loo W Z v ° i ATYPICAL WALL DETAIL SECTION G6 .0 SCALE: 1 1/2" = 1'-0" L- _o r N U 12 12 Lu 6 ~ 6 v N T O U 1 FQ ice., RED CEDAR SHINGLES TO U o 41MATCH HOUSE Q CEDAR BREATHER FRS ® 16y 30# FELT BUILDING PAPER �C /= 5/8" CDX PLYWOOD c� I TRIPLE CEDAR ^/ STARTER COURSE T r 9 \ N T.O. PLATE - SHED 7'-3" RED CEDAR SHINGLES TO I ,;2 i, �, — L.C.C. DRIP EDGE MATCH HOUSE II Y" AC PLYWOOD ON 1X4 CEDAR TRIM BLOCKING AS RE 'D WALLS AND CEILING i REQ 'D 2X4 TOP PLATE �_ 1X CEDAR FASCIA `, 1X4 BEADED BOARD SOFFIT (2) 2X6 HEADER --� Y" PLYWOOD -- /� 1 X CEDAR TRIM 1X4 CASING �- BLOCKING MARVIN ULTIMATE HURRICANE ` RED CEDAR SHINGLES TO MATCH HOUSE RATED AWNING WINDOW; CLAD - BENJAMIN OBDYKE HYDROGAP BUILDING WRAP EXTERIOR/WOOD INTERIOR � ,_ � L.C.C. FLASHING ` — 5/4X4 CEDAR CASING Q O 1X WOOD STOOL -�_ 2" AZEK SUBSILL AZM-9630 BICYCLE SHED RAKE ELEVATION (SIMILAR TO HOUSE) 1x3 APRONB SCALE: 1 1/2" = 1'-0" ' 2 Z 2X4 STUDS ® 16" O.C. �4 C/1 _ -- ANCHOR BOLTS ® 48" O.C. U REINF. 4" CONCRETE SLAB -�. %�--- 2X4 SILL PLATE � P4 � SLOPED ® Ys":1'-0" -- L.C.C. FLASHING TERMITE SHIELD "-- 6 MIL. POLY VAPOR BARRIER kEr '-4 N w h4-2 �• a� T.O. SLAB ® WALL OPPOSITE DOOR 1 ~ i l T.O. SLAB ® DOOR 1 0'-2 3/4 0 " - - ' 0» d I �� °-� —X �_°•_fid . , ' I' d � 1.¢ PARGING ABV. GRADE FINISH GRADE 4 —L.C.C. DRIP EDGE ! v 6 P g ' o b - ----_. _8»....0 F UNDAT U _ _ ._�. N I WAtt 16 O.C. —1X4 CEDAR TRIM --_- f SSE L-_REINFORCItiG- Z 2X10"RAFTERS —1X8 CEDAR FASCIA o o fl P d ---- --- I - ---- ---- --- - I l I -- -- ! ----- W - ,_- , 2 � �� -_ 1 X CEDAR TRIM .- . ... __ ----- � Q 2 2X BLOCKING - .I -- i --_ h_ -�DAMP -PROOFING ----- i --CAPJLAR�REAK ON JOP; 0 DOTING i --- co RED-CONC� E�-7Cr 1 -------- - --_. ------ ° _II ---_ i ______..: FOOTING CBICYCLE SHED RAKE DETAIL SECTION =: = --- SCALE: 1 1/2" = 1'-0" -----I ---- ------------i ° II ` - _ __ _- ! w � o ¢ it — o x LJ ry X w z p BICYCLE SHED WALL DETAIL SECTION SCALE: 1 1/2» r »1 —0 a� rr+ ppkA.kk a' C-Y+QW w tiff Y �]gtp& t tit:.! Io :.• �, LU � m R • o � � � G' O ' ` ry O -C c TO SWITCH IN ENTRY HALL o � y OVERHEAD DOOR N CONTROL ABOVE N A SWITCHES B 4 3 4/ ELECTRICAL— PANEL B IIS - - - - � PULL-DOWN -,JI II STAIR ABOVE IT it / SII II � BICYCLE STORAGE GARAGE / n I Q err -1 L1IJ I I ., I i OVLkHEAD GARAGE -. Q I ;DOOR OPENER I I � 4/ I � U A BII B 4 A A .--� Q w f w U z ELECTRICAL SYMBOL KEY W SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL DETECTORS/CONTROLS SYMBOL LIGHT FIXTURES SWITCH DUPLEX RECEPTACLE OUTLET OS SMOKE DETECTOR CEILING FIXTURE (SURFACE) � s Z = IL o ,q U THREE WAY SWITCH DUPLEX RECEPTACLE OUTLET CO CARBON MONOXIDE DETECTOR A CEILING FIXTURE (RECESSED) $3 911c W/ GROUND FAULT INTERCEPT CIRCUIT (WALL MOUNTED) QUADRUPLEX RECEPTACLE OUTLET FOUR WAY SWITCH OH HEAT DETECTOR WALL-MOUNTED FIXTURE c 4 Gnc W/ GROUND FAULT INTERCEPT CIRCUIT q N co 9 QUADRUPLEX RECEPTACLE OUTLET Q KEYPAD FLUORESCENT FIXTURE Rbz ELECTRICAL PANEL Q w � a NOTES: Q 1. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECT BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK U 2. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION 3. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK U 4. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.; T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 5. REVIEW TRANSFORMER LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING w w w CD Q z co Q O CD G7.0