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Home My WebLink About39288-Z sr%gt1FOtk� Town of Southold 10/7/2015 P.O.Box 1179 t V; ��' 53095 Main Rd ,fr✓ p�?`t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37821 Date: 10/7/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 435 Bay Home Rd, Southold SCTM#: 473889 Sec/Block/Lot: 56.-5-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/20/2014 pursuant to which Building Permit No. 39288 dated 10/20/2014 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: one family dwelling with first and second floor decks and attached two car garage as applied for. - The certificate is issued to Southard Jr,Charles&Southard,Marilyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0042 2/4/2015 ELECTRICAL CERTIFICATE NO. 39288 4/1/2015 PLUMBERS CERTIFICATION DATED 8/19/2015 Bill Gremler ed ignat re , act TOWN OF SOUTHOLD .ecf, �GTOWN CLERK'BUILDING DEPARTMENT , S OFFICE 144SOUTHOLD, NY mol * . 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#: 39288 Date: 10/20/2014 Permission is hereby granted to: Southard Jr, Charles & Southard, Marilyn 7 Water Edge Smith Point, NY 11967 To: CONSTRUCT TWO STORY SINGLE FAMILY WITH ATT'D ONE CAR GARAGE, SIDE & REAR DECKS PER APPROVED PLANS, TRUSTEES#7103&NYSDEC. FLOOD PERMIT REPLACES EXPIRED B.P. #37935 At premises located at: 435 Bay Home Rd, Southold SCTM #473889 Sec/Block/Lot# 56.-5-22 Pursuant to application dated 10/20/2014 and approved by the Building Inspector. To expire on 4/20/2016. Fees: PERMIT RENEWAL $882.40 Total: $882.40 Building Inspector TOWN OF SOUTHOLD oot,r(' BUILDING DEPARTMENT g TOWN CLERK'S OFFICE WI rir, \A _ 4'. 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#: 37935 Date: 4/12/2013 Permission is hereby granted to: CHARLES & MARILYN SOUTHARD 7 WATER EDGE SHIRLEY, NY 11967-4400 To: CONSTRUCT TWO STORY SINGLE FAMILY WITH ATT'D ONE CAR GARAGE, SIDE & REAR DECKS PER APPROVED PLANS, TRUSTEES#7103&NYSDEC. FLOOD PERMIT REPLACES EXPIRED B.P. # 35022 At premises located at: 435 BAY HOME RD SOUTHOLD SCTM # 473889 Sec/Block/Lot# 56.-5-22 Pursuant to application dated 7/14/2009 and approved by the Building Inspector. To expire on 10/14/2014. Fees: PERMIT RENEWAL $882.40 CO -NEW DWELLING $50.00 Total: $932.40 ek,L, 0,e Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35022 Z Date SEPTEMBER 24, 2009 Permission is hereby granted to: EILEEN 0 & GEORGE R GOLDNER 3632 MEMBERS CLUB BLVD SOUTHPORT,NC 28461 for : CONSTRUCT TWO STORY SINGLE FAMILY WITH ATT'D ONE CAR GARAGE, SIDE & REAR DECKS PER APPROVED PLANS, TRUSTEES#7103&NYSDEC. FLOOD PERMIT at premises located at 435 BAY HOME RD SOUTHOLD County Tax Map No. 473889 Section 056 Block 0005 Lot No. 022 pursuant to application dated JULY 14, 2009 and approved by the Building Inspector to expire on MARCH 24, 2011 . Fee $ 1, 764 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. cXEc 29 ZO 14 New Construction: Ye-5 Old or Pre-existing Building: (check one) Location of Property: 4`17 5 5Pq `--F. 5a OT House No. Street Hamlet Owner or Owners of Property: C jL Hpso_,{,LJ so(Y1-10421) Suffolk County Tax Map No 1000, Section Block Lot 2-2- Subdivision Filed Map. Lot: Permit No.3 q L 2)3'3 Date of Permit. 10 14 Applicant: Oil \JO Health Dept. Approval: nderwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ,,f ich- k o 11P,Fee Submitted: $ / pIi ant Signature • • Town Hall Annex it % Telephone(631)765-1802 54375 Main Road t Fax(631)765-9502 P.O.Box 1179 % c . ®�� ',��i roger.richertCa�town.southold.nY.us Southold,NY 11971-0959 : �' °'®IJIY Y®I it --e iri ,III BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Charles Southard Jr. Address: 435 Bay Home Road City: Southold St: New York Zip: 11971 Building Permit it 39288 Section: 56 Block: 5 Lot 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Kruse Electric License No: 1964-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat Duplec Recpt 72 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water Elec GFCI Recpt 7 Wall Fixtures 16 Smoke Detectors 4 Main Panel 200A NC Condenser Single Recpt 1 Recessed Fixtures 29 CO Detectors Sub Panel 100A A/C Blower Range Recpt 1 Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect 200A Switches 57 Twist Lock Exit Fixtures TVSS Other Equipment. 2- Combination Smoke/CO Detectors, 3- Exhaust Fans, 2- Paddle Fans, 3-Control Vac Stations,5-GFCI Circuit Breakers,2-ARC Fault Circuit Breakers,GEO Thermal Heat Notes: Inspector Signature: Date: April 1, 2015 Electrical 81 Compliance Form.xls y Town Hall Annex �, L 'f if Telephone(631)765-1802 54375 Main Roadt ' L: Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 -=-,& �I . OUNU,V '''� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 7 9 3 37a a-. PQA€44/-cel Owner: (Please print) —. P-lumber: - - -------------- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4 (Plumbers Signature) Sworn to before me this 19A day of A , 20 )5— U ( ) lA ice. Notary Public,5Lr j - - County CONNIE D. BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2� ,.: ...0-,....+d. ,..�'f=,......o...._.:, `,. .'= .ewtecmPw°;:--$.--,.:r.,._...61:" It At4,14:'�$..8:_'1".ssw.n•-,: Abd::... LizI:.,...,.1.,......-....�-- . -....,.zf .,' °1..ia..AL::,,n I- f� p ..,.o: Oho i __ �_-_ _ _ 1TOWN OF SOUTHOLD-BUILDING DEPT. r f.:. err..p..— ="_y _- . ` 765-1802 -\ 1 L...„..„-- / NispEc _. ..,,„1 t N -1)....) v 4 i,..,,..,e. FOUNDATION 1ST ROUGH PLBG. AE $ �l /(� --E _ VE[ OUNDATION 2ND [ ] INSULATION 7 G 1...m....._ [ ] RAMING /STRAPPING [ ] FINAL APR 282014 �� i [ - FIREPLACE & CHIMNEY ,[ ] FIRE SAFETY INS C ON 1.BLDG DEPT j ] =IRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TOWN!OF SOUTHOLD [--]—ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' `., ,; rfµ „X.''/ )/- A ' .Y. / J , I , .`;`�'_-r r"'� j=,y� �^.-- r r�� r/- "• } ,7`��y6^"-J,s d"y7 Li4--'/ ( ' i14 'fr i /. 1'4',....// c .- i� if i if --'(.1r C-4- / �l f; /: s f /7 f -' ?-'t�'%-/' (4.r 1(t '` .P v �r p ...y / ,r f,/ C "'-':✓' - :.0 e v7:,•! I. ..J �s� /' Q~..otty ,r / ! -1,-- .(,r / c.. `--_-`* t/:777 A I s k,r •- '---.- f / DATE 76/1i.;//3 INSPECTOR I y aOF SOUTH_ 57v 4 AIyCOUNi`I ' G`J�� ( 4 vek_ TOWN OF SOU - : LDING DEPT. -`- 76. 5.1802 INS ..- N [ ] 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) t REMARKS: r ,' . -e5cgt-)/ — ; // tr- Lc —?-2j Ape_eixtes /6-eki474, /r/o 7-- Cth.t/i'"A.Je,r,"----- L"'Nj DATE 7Y1/1--3 INSPECTOR • G 1, 3 2 .?3 „:<-2_.________ 10,�,r SOUTyolo,, Aig 0€ TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECT - N [ ] F NDATION 1ST [ ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL `[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING, REMARKS: / A-4 ) ___rb---- iira. Cr cf-- -,,, 4-- belt,. / Jul- _-,___ / 44-0---ok IP f X2r L-A its r DATE 11°)/2-/(K INSPECTOR ,Of SOp <': * * 11O��nOUryl,i' �l''i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION: [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Wr_e_6,1--. 452A—cc DATE 16/7 INSPECTOR r 1 ,0* o€ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION _ , FOUNDATION 1ST [ ] R GH PLUMBING [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 4* ) - • —01* .-7 • 400. 10/0op .7.‘101, 1_-•r?p,. _ .o /pi° ft'-' - F"P DATE ° - INSPECTOR h'f-r4 SOF SOp , .. 4\ r)/ " z - � � � _°lye,�*�,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [4ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 4//(( -- INSPECTOR 342/-?-8 • 11' �OF SOUTycre TOWN OF. SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION, 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR S: ra-,)<P-cc-;14 kdt) (5)4 (c.,c c 6-i2— (f6 6 r/ AreeLit4 /, _� „\`� t N e c/d- lotcGl P44; 4,4J = - --Ar" Oci(1,4 / SIM DATE rriami INSPECTOR Charles W. Southard Jr. Registered Architect 435 Bay Home Road Southold,New York 11971 Phone # (631) 471-5228 cwsarchitect@optonline.net October 14, 2014 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold, New York 11971-0959 RE: New Residential Construction at 435 Bay Home Road Dear Building Official I have examined the constructed "balloon framing" and the strapping and connection of all elements for compliance with the approved building plans and the New York State Residential Building Code, and find that all construction and devices have been installed correctly. Fire blocking of the same has been completed using an approved mineral wool insulation installed at 10' intervals vertically in each stud bay. This can be observed at the time of the insulation inspection. If you require additional information, please contact me. Thank you, Charles W. Southar, Registered Architect 0f OCT 17 2014 21 BLDG DEPT TOWN OF SOUTHOLD 1 • ,i ii LD I SPEOTION REPORT DATE COt MEW'S s--. ,S1d . , . , . . • EOUNI)ATION(1ST) i t , . • . . . . . . . . t . . , . . . . • z • FOUNDfP>`TI4N(zND) ,. . . .. ri • •.". ' . .1 .�.' .. /;��i .., P—..�:,n�. �. � . cel � ii;/ ' i (Py •/ . . • .• /4--9-4.°9 'd7r--l . ' 4 i • ROUGH FRAIVIINC�& y PLUMBING . . /0/ity irrelvrki:47--•y- -52.47/479,9ilt) r1/14 "eet-:- (4' .t itu Z . SPP fk t c leof (o/i7,0/y w INSULATION PER N.Y. txiH STATE ENERGY CODE . . • • , 0\ • • CeS' • _ d -e, FINAL . r . (1\ , a. ADDMO wcaMIVIEN s---- ,.f..,. r. • . . .r,. • .•. , 1 311,m4m ID 'f'(::\"1.\6. .—IfYi- , '. -qri-41 . 476- S r\ . I �"c i -� //441‘-. ''A.-)4A 4 te ,k , . /, ' ' • - m 73 • -ic.- r---'. . . - _,5,4,-„ 0 d -ala--i - (/tc 7y .. r . . . /0777.i (60,,,,e, ,,,G.K_g_r____ _ . . 16- ,i- � 4 `.Rx •'- L x-1.,,51 = s 5g02.4 -Ap_,A Vo . i$_.Pbp37935. r ' ).- 10715. -4-rna_Q _ AL .- ' , MC.:_e____JID-vr) , V 5 O .� , _4A'__)9;e441/'L. C--e,14-) cote . /77/5 ..1 , • 11pI . .0% "2 './e/04'' -< / .. 2 •-91XAAN Y2A6 6 -'4. F . '7c1 ,ic\ iiis . . d gi oD'S ) Jc -c-c cfpI (--- . ., D*t Jd0 c!�n 1--1- 4,-- - A � �s . FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) C3J y . FOUNDATIpN(2ND) - - 0 LI' . o • ROUGH FRAMING& 1r3 PLUMBING • • INSULATION PER N.Y. STATE ENERGY CODE ' 4 fir '(-( `—i-cfr- . "; 17-59 FINAL - ADDITIONAL COMMENTS .A Ampita o — 3 ‘6-N\Spvej;ov\ • rn 6 o� z • vs • I 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 9r3 4 sets of Building Plans TEL: (631) 765-1802- - Planning Board approval FAX: (631) 765-9502r- Survey SoutholdTown.NorthFork.net PERMIT Nth-4D 6 Check Septic Form _ N.Y.S.D.E.C. Trustees Flood Permit Examined 7//&,20 (29 Storm-Water Assessment Form � i Contact: l Approved 9/8)(-(,20 £ � Mail to: Disapproved a/c Phone: Expiration LYPf ,20 ® cEilwEBuilding Inspector J U L 14 2009 'PLICATION FOR BUILDING PERMIT Date , 20 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD 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 shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolitio . , ' ,e.4 described. The applicant agrees to comply with all applicable laws, ordinances,building code, e-•.mg r oce,and -• tl. 6 0 r.s, an. o admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 7 IlifrT5 S MI6- 91114 901 1 101 (Mailing address of applicant) 1 t g 67 State whether applicantis owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder iNct/01 Name of owner of premises gc - Q ,- 6 OLE 6OC.-® (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: AI / J 140 N1� Ro s 0 0-fox House Number Street Hamlet • County Tax Map No. 1000 Section 51, Block 6 c- Lot ZZ- Subdivision Jj 1 L&.M u) P 01 1\i-' Filed Map No. A-652_- Lot • 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy UP'rC '91` ,D b. Intended-use and occupancy ` t 6 be Guy I' C. (` avc 3. Nature of work,(check which applicable):New Building Addition Alteration Repair R oval Demolition Other Work (Description) 4. Estimated Cost `tic cDO 0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front OA— 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 60 Rear I 6 6 01 Depth ~Z 81 Height -'521 Number of Stories L 9. Size of lot: Front 1, 0 0 Rear 9-0 , Depth I `t- 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? YES7G NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No " Name of Contractor Address Phone No. 15 a. Is this property within 100 feet`of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMI S MAY BE REQUI D. b. Is this,property,within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide,topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO • *IF YES,PROVIDE A COPY. STATE OF NEW YORK) , SS: COUNTY OFSu ' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Notary PublicbSta BUNCH New York (Contractor,Agent,Corporate Officer,etc.) No.O in Suffolk 0 Qualified . Coun Commission Expires April 14,ZO 1 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 knowl--=- : d belie . . . at the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ' 94-, day of 1_. 20(1 , d% I♦ azyyl Notary Public Signature of Applicant • 'Ti4Y7. .- a,,ry `:-1 ,r 4'.. '4Zr•`\ !4'y ,i.. '1�•;.\ r IJ' t,,t-,:\.."..-4.7(;:` :In:J ^'+a„ t' ., r-es'.t : �{( , • \,6f.•i �u;"' r, ..�f5 J r�.r IJ f J ) . ,- f I .I..?;t3•rl Iv'<Z1 :j IG{I•�'I Yt f{T. 'tl"•re.0� r f.1�V`I 5tl� 4 !t � . .1 � y '' \ f J ;1 t'�.I„ .�15Y,�r ,r n,{•\ � e,IYdEt.,.�. ' t , ( ,i \ u4l..z. '� s \., ,Ju ,, \..+ - 1 _/ / Iss::-'4'!,4..".47. 214.d, r ..: Jf l n! t� V ..,{ i a �u' f L'/J \w,`.Y�I�- '•`! fl 7r!,-a_ F,}=.t. s1:*.1 1- ':, "�,1 ? wr, / Ohli�:w.di ,, r; -_� i"`r' DP 1 ,3'� '3 q< 1 l / A .:,: 't,� \ 1� tr ..T f"•; 4 1 l J^" ."/ J 4 Y l' T .y .. .... v - ,via v VL \I 1It q`l t. 1LMI�yj� act�l�l� s ;1,,e T ,` - 1111)11 44 0}7' 1= BOARD OF SOUTHOLD TOWN TRUSTEES =, +(c40„;\( - SOUTHOLD,NEW YORK Ir)am-'4.,q,\ fig;,, - �� (��t{ .�"_ R7�0.2M 03---- — — -- — DATE: MAY 20,2009— — l'�a `'} rte % l/��l�"' ;.• r::),;::::,:,:::,,; ISSUED TO: ESTATE O1t'EILEEN O.GOLDNER "1)11A.10:'r - PROPERTY ADDRESS: 435 BAY HOME ROAD,SOUTHOLD f, �; ;; '` =ll.�„' ° SCTM#56-5-22 :.!fn'J ”t 1 l`I'l • :tts'' ¢f� x '{��ti A UTH�ORIZATION ,(r�,,J,�1,�. -(,`, _; Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of G p La,f • :- l�) ,1 Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held o0 `'" �t„{ ' } 1i).} >`+1,. �sT Ma S>?0,2009,and in consideration of application fee in the sum of$�50 40 paid by Estate of Eileen O. i l _ ' Goldner and subject to the Terms and Conditi ns as in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: f1))'ir,'` #' "Il,74. 41,:".• raj • it\ h AS-5,,,,,t.74;.6 Wetland Permit to construct a two-story,one-family dwelling with attached 0.1,x;/�K .j „} ,''>.--- deck and steps; install drainage system of drywells; and establish a 50 foot Non- .:.,,,,-,y,,, ~ °7, Disturbance/Non-Fertilization n J'.' '/V)', { o Buffer adjacent to tidal wetland boundary with a 4' wide , ''” .--.','";;':‘,'`'i!,, { access path to the water, with the conditions of the installation of a line of staked hay ,s;' <<;4;,,;.� bales with Silt fencing prior to construction along the 50'Non-Disturbance line, and as '.)\111F.-',, .1'` :,PrQ .'jL += ' `/ -s depicted on the site plan prepared by Nathan rwin III last dated May22,2 09 ' ,:, ' cat an Taft Co0 r>` ,',. .rrE and received on June 1,2009. y,, � �' X11 '•�fllrt\11 -`,,H !'1', .,,� . IN WITNESS WHEREOF,the said Board of Trustees herebycauses its Corporate Seal to be affixed, ,_ -:1 Ala•'11';' and these presents to he subscribed by a majority of the said Board as of this data r ,,If. //A:tr111 >. 1f ,,,gip 1 l? ;•R'-'4‘,;., �,:�v��'' ,r;L�, ' pa r A. �f,,iisCC,/n.�Z�- I .ii i V`' '! -\YZ_...".i. .I. 7'�,�r tl!t 'rCl /IJ 1•rUt� __ I (•%'4 .'i Y, J'11jt�1 IA:.'Ci. 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S.• 'M6„<.', , r\ � J 1 , j' .? y YJ /k.7! i r,t , .l. �z:P?; V �, �-. �,F .x.> .0 t � �V � �i�`� , ,,its tl.,r ��r,• '1`at,��,�• �} �,tl�, u'��.�'�'r �_�' r,� ;air k`�i �� „kyr ��:a,.�j;� i v(` 0 �j�J4. 11 Ylt { V84 },1�y.`r; 1 4N ;t I_.j�` Fo . ilAi, t t ,,--c-,-\: n r i r .a,,:u,;:t —�`IJ' ,'ta,neo•, .'t,rJ,l 0'-I r1�n, ��y �'", • �{.,.'�'��1." ;,ill'.•` f b� h�i/r�t :, �Ltil�Ii�r)�'�7��t 1. •' t%�l��,,�1 -r..�r� Y J � i3 rtl •'J t tir 'i k 1 .;4 ., l . II �� ?�J t f 1 I� ,. 1,0 t11^ '' \ r1 t t•. � a.,,,1 j :ill;tL44�iJ11�}I,al, \•,7,,io`�{a +� �ant,l� _,,,,'''• -,. 4**,0 a.0•-,,,,-r, p,. ,.. 40000447,,,.....4( ..3.,,,p,,„.. . 4004•61624"iNter..ta„...-,.. t t :./..:41(44"-4 00:•:'''' -94..4714. lit" , ; . A.,;"......--,,„ 12‘04,4,44.14.„-—---:".„.-,A---0..• °;:-,,..f.=3-6, , -4'."- -' l'N''''''' ' 77..:'`..::!:' ."0 ''',:ta•VIVI.Plt;'''. 11/4 ,‘tiW:''0 x i.=:',,ktint2. -V,''sAtt,...V074et''A,A. ,i44,,,A21,,W, :*,.. ••‘-ri,.;,,, '..."2,, ,',; _*7 'iri'','Y 1.--,:.: -I 2"-f-A;\ 1.ceirlim-t '•;;-''' -y--.4-...,, ,,........:: f./-'7=1 1 ' 4.-, '°1'''L..„1 :0......*.1. JA, Wiir.W:: ' . — - '-- - ‘•=fT, ; 1 -. :0'i--if2q '' --„;6_Y';,7',,'="1 - • L-.-.= =•-(.., ,.•;,-.--Nt= -- -.;-pr""I +.=,-i,e,,,:C' , ,, 4 :. , s ......, ._ .....:,,,,, ,,..,...":„:„.7..:•:".,..7...7.2.7.7.).7: ,, :: , . , .t, ,:....„.i. „..."..,... . ::,:,..„ .., . .. .., , ! _ . •. :„...s.,..4,.„,...._.,,,.: , , ,,,,:: .,. c'' -,------1 ---3. - ., , e., 1,11 ,,,,,-:,..,,,,,, , 2,,,,j..,,, !11 Iv, BOARD..OF SOUTHOLDTOWN TRUSTEE , ( ;,. -- -' - - ii. i,,ihie--ii „'..--'f•= - -'-,'0- .) ,• 4.4. . . ( ,,,1 : ,,, , ,L:al: ; :I,: ?, SOUTHOLD, NEW YORK ( . ., ... . .....-,;•:.,t liC ;!1-.;,' 11;3 brif;•1.)1.1.'d:V;ITX!, (1,1ro-1,,,:`;1:zlf-, il•,,-Iii,,,:Lifur ,,,,I 14,-;,-;.wil bctr;,siure±..- -_,PrOof).r, -?.:2:--,!:',1 ,-,.. .. , ,,l' . -,,,IYirrri.t.-0A-yizi! IN =i alii,2-f,--• ' -4g PERMIT NO. 8427 -- - , . . ,- , - - -- -= "±k 1, • ' 9 , ( - , ., ',.! FAA 1.'4 Fl.)''., 47110:::1 . slg 1 ir,,,,17:;.,:-1 7:,,a7..-.;...; ( it '....; 'Sri, Ef-ISTOtl,,IC'. II:„ARLES:&'MARIL-Yri:,,,:i-S,OU,,TH,A,HRD, 13!jr„..!,,,i„,,,,,,,,,,,:il:bi.:_ictiii,,,iii,- ''k svrw'. ,•-g •• ', , t'ii- --,A,-el .,' • , t.i.,1 • PROPERTY ADDRESS: 435 BAY HOME ROAD;3SOUTHOLDA o :`.1a ,,, <Al ,,,:r..„,„ ,....,......„,„.,,, ,,,,,„„4.,,, ;;1,Vir)(1 i:i.,;3 . '• ri .,,ti: -0 trxiabliz::::,;,:' , . t,„,, ..• .--... - .v. .buni,-I20 xi1,-, 1. '-:. . , t.'.---fi.. i, ',... ;'.J''',;,,',11-,-:' ..,::1' .11,Y,;".„,,A,''''L..1,1,'l" ; g ,t `..' '..11;..g I -: .0 . : !il '1 . ir-:!,:'-cri2,11-,;-.:'. ,::;i:J4" --ii-H4ici'FfAcii-E. 9(1.7N.'i.' 9,1,1P,:-,Prr„:1);1:;11.I:,1 1,;`:.'''''7:':'2 Q •,:: r.i L pc Patsuantto7the provisions.ofChapterq)75 of the:Town,Csdv sz?ffthez-17,2viiitsitSuNtbslplialisiln-, !;laC-corddaLne-e:.w ith'iti;e,%11.eSOlutib'n''.!..Of:tlieTBUursi,pfit,r;uVRes iAqiicilat's,tisi11:9 7F,.4t-Apglipsici,,,o,niMay,?):;39j1,and in. 5......-:, . ( ( '`‘COrisideration of application fee in the sum of$500:00 paid by Charles&Marilyn Southardmtidm Xect to the , ..,.... . ...„ ,. , , .. ': :::,,,..„ ,..'-1:said Conditions as lt'at'e:::I.I.,,j';:i;:i:;'Itter,,,soi lt:'u,;;:,(ii't',.htoe!.,ro,'out,x1,i'c;1;rii::;,..1,B1,,,,,,;(7,,'.r17,',::';37'1,4*„.„fii,7,,fi3O:1;.:s':,,,,,,78'.'tiiheff'1.,','n:'.::e,...;‘,a,;11permits ot.4•-:,,, i;;,...4-*,:,•, _.. ., the following:!,viola :, Wetland Permit to uct an ( ( two-storydwelling Eicnt •4-14..ky,=:,,,..4„?,?=y,..t1=L 4o biln54 .1=r1,1.%,rr=inirtr.t..0 r'i li I^. l'ukci*te",, '''' r';',Iii'l°'`°;1`''"ci'' .0",1- 1 ± - , 1 „ , . , 0.....,1,. ,01,,, )l 12 9. with e 1 bt!I:stet:1nd°teloh4rd' 'p.ar'or'g seh'e'°di r'n:sa- en-r':t;'aity'llas'y's'tPle'rma'nther71037ulni'd°d'''wulie iiilt)!:,1...d.ss''''afil'ci.'we'1tiltoc ‘, "'• Dstepped b:br!lie t,Ialei li nkt,..i n.tf.pgt'jeil:,:rr :1s:f,,„.:o:::btu7.t.,sa,:m,,:el!,.'f'.,2:er:ts,1,,,1 n,....c f e.1: c.1.1qo s::raluct::l?a : dL:ck;"4.1,iffi5e.=4.),91.t i1iii cin,ilg:y, 5 -i1i2widewith.irei :,iiade6tabhh;stbstuentiy,maita,na_50, ydeNn- adjattiirti:andlandward-ofiteidgeotWettandsyithal‘Widet„ . ',, A1r••"1..4;.-e-';,l.-..I '.. , flil 'elfh:fit'i:tallk ere4t:ah'ia-eyi'b'tirSels'a wilLi'lhlitifie:rt'i;etonlci;enagd et-oeSbl,e0rliillnry Ws:.ai'leel,d1S' aC .1.14ti ;.:\"-"" 7-'15n ,"'ti'li' ,:i.Nqt.'••.°"""-ti ...'' ' " '"°''T,i';'-':""' • ( ( ( ,,,,,,e.'r=t-.. ,f. tion;-ancuas depicted on the site plan prepared by Ch\aii:h4:::dilee'llisili;Z:Iniritiol'in6ndeihfd:ad'ri:1:111;Jnfrf.g, 't*\‘': ' . . ;f1:: .,.. . caon:d!"1:1:aiSliuPincia. '....› •,'t R.A.1.1Ast idatecToMarehr27;;2014_and''stampedzappi:ovPd on MANZI,--,Z,..,Q14,filii Mtn' „,,„,„,...4 , ,... . , ., .. --3.--- -::-.- --='-- t I ,,-Tojec, r-,,,•,, ,,,,,,,le 7.,,.. .. . , ,,,,,c., ” • • i, ' ,A 1•• , --.1._.—-- ,st af IN- 'W`ITS—ErS84H'EkhOF;the;said;BoSrdtif Trigleeslikelikei'liS6s,Ifi'CorpOr4te'Se0 to be affixed; 0,:...• -:,..). .'" :':.:.,'" : -..;:: t and these presents to be subscribed by alnajdrit-Pof the,'Said,Bifiardi as ofthiS'date.fl -=-1-i...:7. .- 7414g ( ( . 4' • , = 1 :•-•,:: - 1 A"----t-'1 illiVi TvSsiii114-1:.;11.:-:.:L.::;1n0:-ii:a.c--... :'11 o/;:fi,111-7 v,..i:.7......!..,;thirracarr,04 it 1,,,,r,..1--- it.',I - ' -'', '- ::',fir-r, •f• 17..11 ho ;;_t' r::„)ion now '..2',-;;!ralocs '..=r1111--,ilir.i 01 Thee '' 115",11 •-;,-„, ‘•;'-'•::1i:::1,iitl-• •-.21;' Clzpi •-.`" .f.) i 0,44 • :'. .....:':..41 ta ,c2 ., i . 5- •„1 - • -.0::;:' :=,'ii)2''4FFOth,,,.-.... ,,110.1 . ,0„.i. ! .... - - , ,-,,,......., ( ( ( % c4 : tr• , tiv ; Bergen-Absent Charles J. Sanders-Absent ...k :-•1 tt'...- ., ,;11 --.7e1 4F sit`I' o'• ,...1 PI i 4, ''''' '+,..•00‘VP • ' ;tie. 1 .,.`.4 -. e. ... .-* v•O'-`„ „.vd-. 1 ',,,,w!".. ,ro..,..-, \.,,„0„ .,..7,000, - ,-,--,...„.„7:8 !--",;2- ... .,Pijii . ;T.."'8-1's•••,"F, ,''W.:f .....--:-kr..4:,'4," A*.i.‘ ,,: . -4 s'-i-9'{?... • 's.'..',':' \: '*".,---'• ,. itp, ..t,°‘21' '•'g-•' s"----;-` * -... '1--::„, t,..‘, ..-:'''''' ..,.:grc,4.'. •.:•,„' '.-`?-% ,...-;it,,„,t,' ''; ".alikut0; IV i . ,,A • :*,. i Aci„,4 ka, .‹,‘,..L‘.%14.N'V‘.. : ;-Ail ' -, f-zika''''' „:::,7.1`,,,, ,7,///:441,,.:rr.!....:,--,„,41k.,; ._.'•.' 141IN‘`,,-:'•••.-....,,t•.>--,-.,_.•':•• r,,,f•4‘. -1•V..` •,', .-•'• -----........,• 0•Jtjp, ••••,,w,,,, *•'•, i'l,... "NV,4),.. '..,..1-•114°,1,, .' .A,,,-,,•.:trvrfo• ••e'-'4140V %13•••'--se 41/V• -*• ,, ,P, ; ,•k.2, s,--'`. .44, ,V, .q,,,... •:: ,,,,4311.4:.., .,, ,,e • -,.,-,7,0. kgi."1- John M.Bredemeyer III,President O ,• , ® Town Hall Annex ® ' Michael J.Domino,Vice-President tt� At'4.t 54375 Main Road 3 �� P.O.Box 1179 James F.King,Trustee ` Southold,New York 11971-0959 Dave Bergen,Trustee k*,. c/a .;t6.44. � x,i Q'1� �® may, . • Telephone(631) 765-1892 Charles J. Sanders,Trustee l log Fax(631) 765-6641 ` �COUNT`I ,,. ,01 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1173C Date: October 5, 2015 THIS CERTIFIES that the construction of an approximately 2,832sq. ft. two-story dwelling with basement and garage under; add approximately 200 cubic yards of clean fill to raise the grade for sanitary system and around dwelling; installation of two (2) +/-12'.stepped retaining walls for basement entrance; construct a wood deck 36' long by 8'-12' wide with steps to grade; establish and subsequently maintain a 50' wide non-disturbance buffer adjacent to and landward of the edge of wetlands with a 4' wide access path to the water; installation of gutters to leaders to drywells to contain roof runoff; and the construction of an 8'x8' deck extension with an 8'x8' hot tub onto the seaward side of the existing deck; At 435 Bay Home Road, Southold Suffolk County Tax Map#56-5-22 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 21, 2014 pursuant to which Trustees Wetland Permit#8427 Dated May 21, 2014,was issued and Amended on July 22, 2015 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an approximately 2,832sq. ft. two-story dwelling with basement and garage under; add approximately 200 cubic yards of clean fill to raise the grade for sanitary system and around dwelling; installation of two (2) +/-12' stepped retaining walls for basement entrance; construct a wood deck 36' long by 8'-12' wide with steps to grade; establish and subsequently maintain a 50' wide non-disturbance buffer adjacent to and landward of the edge of wetlands with a 4' wide access path to the water; installation of gutters to leaders to drywells to contain roof runoff; and the construction of an 8'x8' deck extension with an 8'x8' hot tub onto the seaward side of the existing deck. The certificate is issued to CHARLES &MARILYN SOUTHARD owners of the aforesaid property. 0$ Authorized Signature 03/05/2009 10:55 6317347712 OLSEN LAW PAGE 05/10 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER T p EFFECTIVE DATE 1-4738-03482100001 �7 March 16,2006 FACILITY/PROGRAM NUMBERS) PERMIT EXPIRATION DATE(S) Under the Environmental March 16,2011 Conservation Law TYPE OF PERMIT III New 0 Renewal 0 Modification 0 Permit to Construct 0 Permit to Operate O Article 15,Title 5:Protection of Waters ❑ Article 17,Titles 7,8;SPDES 0 Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply 0 Article 19:Air Pollution Control 0 Article 34:Coastal Erosion O Article 15,Title 15:Water Transport 0 Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 15:Long Island Wells 0 Article 36:Floodplain Management 0 Article 24;Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and 0 Articles 1,3,17, 19, 27,37;6NYCRR Recreational Rivers NM Article 25-Tidal Wetlands 380:Radiation Control ❑6NYCRR 608:Water Quality Certifica- 0 Article 27,T Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Estate of Eileen Goldner (631)488-4910 ADDRESS OF PERMITTEE do George Goldner&Caroline Ford,26 Edgemere Road,Garden CityLly 11530 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER En-Consultants, Inc., 1319 North Sea Road,Southerni ton NY 11968 631 283-6360 NAME AND ADDRESS OF PROJECT/FACILITY 435 Bay Home Road,Southold,SCTM#1000-66-5-22 COUNTY . : 'TOWN - ' . 'WATERCOUIRSt -NYTM COORDINATES Suffolk Southold - Canal off Budd's Pond, E.• N: DESCRIPTION OF AUTHORIZED ACTIVITY; Construct a dwelling, deck, stairway, driveway, walkway, natural buffer zone and septic system. Al!work is to be done in accordance with the attached plans stamped NYSDEC approved on 3/16/2006. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this ermit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Mark Carrara SUNY Bldg.#40,Stony Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE March 16,2006 Pa•e1of5 ink Oboe NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now Facility DEC ID 1-4738-03482 , PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: CHARLES W SOUTHARD, JR SOUTHARD PROPERTY 7 WATERS EDGE 435 BAY HOME RDISCTM# 1000-56-5-22 SHIRLEY,NY 11967 SOUTHOLD,NY 11971 (631) 471-5228 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 717.8 NYTM-N: 4550.1 Latitude: 41°04'22.8" Longitude: 72°24'27.1" Project Location: 435 Bay Home Road - Watercourse - Canal off Budd's Pond Authorized Activity: Construct a dwelling with decks, steps, driveway, septic system and access path. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 9/20/13. (CKW) ARNO-DEP Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-03482/00002 New Permit Effective Date: 9/23/2013 Expiration Date: 9/23/2018 NYSDEC Approval • By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK,NY 11790 -3409 Authorized Signature: ":"ff S - Date?/24- 1/3 Distribution List Habitat- TW CLAIRE K WERNER Page 1 of 6 . Town of Southold 4�. . ;, Erosion, ,Sedimentation & Storm-Water Run-off ASSESSMENT'FORM -.. 4 ,: PROPERTY LOCATION: s.C.LM.tk THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ! . RC1 �(o 6 al_ • STORM=WATER,GRADING(DRAINAGE AND EROSION CONTROL.PLAN I District section• tiloek Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes NO Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item wiil•incude all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) • 2 - Does the Site Plan and/or Survey Show All Proposed aDr ag ControllingreSurfaceiicang Size& o Location? tion? \/.- 0 , This Item'shalt include all proposed Grade ChangesSlopes • 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural �' • _ . . . Existing Grade Involving more than 200 CubioYards of Material within any Parcel? �/ 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of • It' .4 Five Thousand(5,000)Square-Feet of Ground Surface? • 5 Is there a NatUral Water Cqurse Running through the Site? . _- Is this P.roject_within the Trustees jurisdiction-or within One Hundred(100')feet of a Wetland or Beach? • 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm Water Run-Off II $ 7 into and/or in the direction of a Town right-of--way? • - Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of . any Item Within the Town Right=of-Way-or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 • Will this Project Require Site Preparation within the One Hundred(100)'Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine-is Answered with a Check Mark in'the Box, a Storm Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! . - Yes No EXEMPTION: - ...Does,this project meet the minimum standards for classification as an Agricultural Project? 'Note: If You Answered Yes to this Question,a Storm Water,Grading,Drainage&-Erosion Control Plan is NOT Required!• - STATE OF NEW YORK COUNTY OF. 4•6—'"w-- SS - - That I, - `114451 J 1J. • • . Q..J ,-tieing duly sworn,deposes and says that he/she is die applicant for Permit, (Name of individual signing Document) CONNIED.BUNCH ^T,S� Nary.Public State of New York • And th he/ s+the • No.01 1'f5'1g505d (Owner,Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk Count, Owner-and/or representative of the Owner of Owner's,and is duly authorized to perform H►�ljPt91c�� ets� cud k and to make and file this application;that all statements contained in this application are true to the best owledge and belief;and that the work will be performed in the manner set forth in the application filed herewi OM i Sworn to before me this; 1�j + , -[ � day-of I ' 20(titi0.. go 1 : 6--725.-) r'---P , , . - � (N.D . pI .Niptiiy PllbIIC. (Signa ure of Applicant) • FORM - 06/07 r APPLICATION # ' PAGE 1o( 4 ~-- TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY . •T AL tiilt', •� MENTS HEREIN AND IN ATTACHMENTS TO . THIS APPLICATION ARE,T• i : . . OWLEDGE,TRUE AND ACCURATE. /I, DATE 9,- sy8-0_r(APPLICANTS Sit,` ATUR �. _.i ��_ /, t SECTION 2: PROPOSED DEVELOPMENT'(To be/completed by APPLICANT) - NAME ADDRESS TELEPHONE APPLICANT �\AM -I� 1e j � la � 6es- _VI NI0Y BUILDER 1 - itry67 ENGINEER 11 63 1— 411-6-2;2A • • PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. . IC c VDP1 1-t 1 E (ND 50)1-4 W- S IOT ti,, t oo 0 u Ie.S • aN1 FDP(93) APPLICATION _ __ PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ew Structure tA Ti:. esidential (1-4 Family) ddition a Residential (More than 4 Family) ❑ Alteration 0 Non-residential (Floodproofing? 0 Yes) ❑ Relocation 0 Combined Use (Residential & Commercial) ❑ Demolition P 0 Manufactured (Mobile) Home (In Manu- O Replacement facturedJi ome Park? 0 Yes) / ESTIMATED COST OF PROJECTS IE u .Off® B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill 0 Mining ❑ Drilling I Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements.(Including Culvert Work) ❑ Road. Street or' midge Construction ❑ bdivision (New or Expansion) . ai Individual Water or Scr System - ❑ Other (Please Specify)' After completing SECTION 2 APPLICANZ should submit form to Local Administrator for review. ECT ON 3: • •DPLA DETERMINATI•N 11 o •c corn.Icted .v LOCAL ADMINI RATOR . The proposed development is located on FIRM Panel No. , Dated The Proposed Development: 0 Is J►POT,located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PST IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is • 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the first floor,details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also, ❑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). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). • ❑ Flood roofing protection level (non-residential only) Ft.'NGVD (MSL). For flo icDroofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification-from a registered engineer that the proposed activity 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. ❑ Other: E 5 5: PERMIT D RMINATI•N . .e ..m.teted . • I) INII ' TSR I have determined that the proposed activity. A.0 Is B.0 Is not in coaforinance with provisions of Local Law # . 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local'Administrator may issue a Development Permit upon payment of designated fee. JI BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. - APPLICATION w --- PAGE 4 OF _PAGE4OF4 APPEALS Appealed to Board of Appeals? 0 Ycs 0 No Hearing date: Appeals Board Decision --- Approved? 0 Yes 0 No Conditions SECTION G. AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. L Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). • 2. " Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. .aft • SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR). The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO . DATE BY DEFICIENCIES? 0 YES 0 NO • SECTION 8: CERTIFICATE OF COMPLIANCE(To_be completed by LOCAL ADMINISTRATOR). Certificate of Compliance issued: DATE BY: - '4 1 oI,ferrruiir,,d,, Scott A. Russell ,.•••'`�°su` � NORM\WA\T]ER SUPERVISOR gMANAGEMENT � ; U SOUTHOLD TOWN HALL-P.O.Box 1179 : d •� 53095 Main Road-SOUTHOLD,NEW YORK 11971 • 4-4/0.1jr. •' Town of So u th o l d • ---..rssau$d,t' 7--'---------------__ JUN 0320% I/O� Cf7ME CHAPTER 236 - STORMWATER MANAGEMENT i I L• SHEET 1( TO BE COMPLETED BY THE APPLICANT ) i JUN 3 2014 - - BLDG DEPT DOES THIS PROJECT INVOLVE ANY OF THE FO _OWINOOWN OF SOUTHOLD Yes No (CHECK ALL THAT APPLY) 9, 11 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ``'G 0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. . ❑,ril C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 171lNI D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. . ITZI 0 E. Site preparation within the one-hundred-year floodplain as depicted - on FIRM Map of any watercourse. WA ■ 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. i * 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: '' .,erty Owner;Design•'r.f i\a�l,Agent,Contractor,Ot er) S.C.T.M. #:' 1istr APPLICANT: Date NAME: Aitigi�l.fN��t► tf``L!.�/ ! 'dill 1' �� V I 1 �A� 1/F1 Section Block Lot �'� . ) — ' `X' 'FOR BUILDING DEPARTMENT USE ONLY" Contact Information. f . 'i ' PSIA/ 7-. _, Reviewed By: t_�• V '� I YV�p Date: e.j- --.I q Property Address/Location of Construction Work: 41;?-2c ' C �,.� i ('(1 ❑ Approved for processing Building Permit. .e� flLJ 1( Stormwater Management Control Plan Not Required. \__ZO L-0 Fa Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 <3(..-"),C;1" ,S------' APPLICANT: S.C.T.M.#. 1000 'sty'` CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) • • - - •--• —•-trmr" 65:3 of C , C ZZ Stormwater Management Control Plan CHECK LIST ectlon Block Lot t N_=,� � ) S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. .11. I� ]date: ` "'`� * The applicant must provide a Complete Explanation and/or Reason for not providing fL� 63)eler41\ S2—) Z.2 --- of*IV:" all Information that has been Required by the following Checklist' 1. A Site ° an drawn to scale Not Less that 60' to the inch MUST 1If You answered No or NA to any Item, Please Provide Justification Herel YES-(NO jI NA show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries I b. Total Site Acreage. --7(11-71= c. Existing -Natural& Man Made Features within 500 L.F. l ® O� EuDSl ( �g& f9 ;Gi �l(��C of the Site Boundary as required by §zss-t7cc)(z). Contact 105 Enl;ine&log�t 765- 5&i ¢ 0 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Backfill, OR Provide En�fateei-' ��l�flfia< Fs)n" e, Limits of Clearing-& Area of Proposed Land Disturbance. .that the drainage has been inct•aiie� o cede f. Existing & Proposed Contours of the Site (Minimum z Intervals) '�C g. Location of all existing & proposed structures, roads, . i 1E;•;(n§p®fi�l 5E®�t�ilElr�lP COKlimun.5 driveways, sidewalks, drainage improvements &utilities. 74 Shall include but not be limited to: h Spot Grades & Finish Floor Elevations for all existing & �` / ni A well maintained Construction Entrance, proposed structures. . Wirtz R,arked Silt Fencing,stabilization& 1, Location of proposed Swimming Pool and discharge ring. )i -k. Seems d andlor inactive soils. j. Location of proposed Soil Stockpile Area(s). '' _ k. Location of proposed Construction Entrance/Staging Area(s). �L I. Location of proposed concrete washout area(s). he-.. N.)0kk-- _ m. Location of all proposed erosion&sediment control measures. Yip_p_ 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(2")inch . rainfall/storm event. - 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. 1 I _ b. Construction Entrance & Site Access. t - __ c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) I I f d. Leaching Structures (e.g.infiltration basins,swales,etc.) "" FOR ENGINEEI IN i DL P i T USE ONLY**** Additional Information is Required. Reviewed & i 1 IStormwater Management Control Plan is Not Complete. Approved By: 4' , / ` ff - u +r Stormwater Management Control Plan is Complete. Date: 6, f 'W._. SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 rI�,,.,,��--- i /// aQS Saar �� Town Hall Annex . - ' Iiiii Telephone(631)765-1802 54375 Main Road c' (631)765- 5Q2� P.O.Box 1179 ;` -ee el/ Q1 roger.richert �town.soutl7o .ny.usSouthold,NY 11971-0959 O ^ BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - -REQUESTED BY: j _ r Date:ar 201 Company Name: ,age 1 • Name: NV 2- -F License No.: - C964 - H S Address: 1 1 (.-fr<C1 ;L ND .f ti (1C g:g1 ,N y )1675.- / • • . Phone No.: 631 - , tor- On— JOBSITE INFORMATION: (*Indicates required information) *Name: C�'�tt ' b O`l, - *Address: 4 (-t-re W SO C1h)tAS) *Cross Street: `ZS" M�IJ A-Q - *Phone No.: 6 `7j) v 5-5 3 —2-54° Permit No.: '371.36- . . Tax-Map District: 1000 Section: Block: O LT Lot: 2-Z *BRIEF DESCRIPTION OF WORK(Please Print Clearly) {Please Circle All That Apply) *Is job ready for inspection: E / NO Rough In Final *Do you need a Temp Certificate: YES/(g9 ) Temp Information(If ne ed) `Service Size: 1 P 3Phase •00 150 Q 300 : 350 400 Other *New Service: Re- • •-_ - .11:1- . •. d Number of Meters Change of Service Overhead Addit "P : Ito L. I : �f ir 1 PAYMENT DUE WITH APPLICATION 11_ COCT - 1 2014 l I 82-R:quest or Ensip.;:t"l TOM I.el.. ±tD E 1 1 -o 3Yd?=.4 , 5 # 1/ 2 JL•J c u1 1 1-----. ..- 4v9,, S'® ,141 Ar To Hall 3435 Main Road i Annex i 4111r• r -- alt Telephone(631)765-1802 P.O.Box 1(79 (631)' s-gg - ` roger •r• hert�.souti ,nv.us Sa i ho'd,NY 11971.0959 BUILDING DEPARTMENT , TOWN OF SOUTHOLD APPLICA'i tON FOR ELECTlnauIt_PECTION REQUESTED BY: 4 Exit. ,ase a.P.. . Date: Company Name: (��,u4'� c-7—A-,'i.ts ,`�, -- Name: License No.: tr' -, -• • . I 'Address: /1 4,411..e/62.,. /ed -"sir ;L � . ArC/4t j/ ,>/ - t Phone No.: 6- 5 ( 9• JOSSITE INFORMATION: (Indicates required information *Name: C ibt2. 6 *Address*: S 5'' -- '`�tz S y Cross Street: �' ��"�'� �----�- *Phone No.: - �,/.)/ �.�ei �,.�.. Permit No.: ? ,.- — Tax Map District: 1000 Section: Block: e5 Lot: ,2A_ . *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle MI That Apply) - pis job ready for inspection: YES F__NO:i_ , ( Roughin _----Final - _ *D yriu needy Tenip Certificate: gip' NO ----,-4' Temp Information(If needed) *Smiles Size: I Phase 3Phase 100 160 20 300 350 400 Other - *New Service: Re-connect1J,rldergrou Number of Meter(Change of Service Overhead .Additional Information:. PAYMENT DUE WITH APPLICATIo„ji - 82-bequest for Inspection Form 4-D.a s-. �}G Qt� / O g-t )—_I9 08/04/2009 12:24 6317273940 HARVEY A ARNOFF ESQ PAGE 02/02 Blue Water Abstract, Inc. 195 Mill Road •Westhampton Beach, New York 11978 Phone 631-288-7779• Fax 631-288-7940 VARIANCE SEARCH Title Number: BW-2335-S Property Address: 435 Bay Home Road Southold,New York Tax Map: 1000-056.00-05.00-022.000 Blue Water Abstract, Inc.hereby certifies to the Town of Southold, Suffolk County,New York that it has made a search for conveyances only in the Office of the Clerk of the County of Suffolk against the premises herein set forth from 1971 to Present and the results are shown on the sheets hereto annexed and made a part hereof. The insurance liability of this company under this certification is limited to$25,000 mdemnifyiing the Town of Southold upon receipt of payment for services rendered from the property owner or their agent. 701: n N.Nill Sworn to before me this 22"d day of July, 2009 ary Public DAVID C. ENSLER Notary public, State of New York No. 01EN6055447 Qualified in Suffolk County i Commission Expires February 26, 2083 Representing LandAinerica Commonwealth Blue Water Abstract, Inc. - 195 Mill Road •Westhampton Beach, New York 11978 Phone 631-288-7779 • Fax 631-288-7940 0 PGLA- VARIANCE SEARCH Title Number: BW-2335-S Property Address: 435 Bay Home Road Southold,New York Tax Map: 1000-056.00-05.001022.000 Blue Water Abstract, Inc. hereby certifies to the Town of Southold, Suffolk County,New York that it has made a search for conveyances only in the Office of the Clerk of the County of Suffolk against the premises herein set forth from 1971 to Present and the results are shown on the sheets hereto annexed and made a part hereof. The liability of this company under this certification is limited to the amount of fees paid. iz9c) °--67) • Jivk'w)u Jo ain N.Nill Sworn to before me this 22nd day of July, 2009 N tary Public DAVID C. ENSLER Notary Public,State of New York No. 01EN6055447 Qualified in Suffolk County IR Commission Expires February 26,2QPS Representing LandAmerica Commonwealth Blue Water Abstract, Inc. 195 Mill Road •Westhampton Beach, New York 11978 Phone 631-288-7779 • Fax 631-288-7940 Title Number: BW-2335-S SUBJECT PREMISES 1000-056.00-05.00-022.000 Bleecker Construction Company, Inc. Dated: 01/05/1968 TO Recorded: 01/11/1968 George R. Goldner and Eileen O. Goldner,his Liber: 6286 wife Page: 264 LAST DEED OF RECORD cy54. J ain N. Nill Sworn to before me this 22nd day of July, 2009 N ary Public DAVID C. ENSLER Notary Public, State of New York No. 01EN6055447 Qualified in Suffolk County ,i Commission Expires February 26, 2'9e'r: Representing LandAmerica Commonwealth ' ,s Blue Water Abstract, Inc. 195 Mill Road •Westhampton Beach, New York 11978 Phone 631-288-7779 • Fax 631-288-7940 Title Number: BW-2335-S PREMISES ADJOINING ON THE NORTHEAST 1000-056.00-06.00-014.000 Adrilen Realty Corp. Dated: 10/28/1965 TO Recorded: 11/01/1965 Bleecker Construction Company, Inc. Liber: 5850 Page: 593 LAST DEED OF RECORD vi ora.e.,:f W. -7 )_e_ e_.,' ol.'n N.Nill Sworn to before me this 22nd day of July, 2009 No Public DAVID C. ENSLER Notary Public, State of New York No. 01EN6055447 Qualified in Suffolk County il Commission Expires February 26, 20 Representing IMLandAmerica Commonwealth 'f. Blue Water Abstract, Inc. 195 Mill Road •Westhampton Beach, New York 11978 Phone 631-288-7779 • Fax 631-288-7940 Title Number: BW-2335-S PREMISES ADJOINING ON THE SOUTHEAST 1000-056.00-05.00-023.000 Bache Bleecker Dated: 04/23/1971 TO Recorded: 05/05/1971 Joseph Magagnin and Dolores F. Meyer, as Liber: 6925 joint tenants with right of survivorship Page: 555 LAST DEED OF RECORD 4Weze-p; lain N.Nill Sworn to before me this 22nd day of July, 2009 • No ary Public DAVID C. ENSLER Notary Public, State of New York No. 01EN6055447 Qualified in Suffolk County Commission Expires February 26, 241 Representing LandAmerica No Commonwealth BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: `//A106/0H*Date Reviewed:'' //(/06/0 Applicant: Char I e5 S o u-+LcQ Owner: Eve.-0, 6 ao r (fi � d 'draft..., Architect/Engineer: Com(- it �2� Q� i�v�F Estimated Cost:c77S 6 I SCTM# 1000- Sle - - c90- Subdivision: Zone: p VO Conforming? I00 Property Address: `13s R1 (-�YYLSZ City: SO t 16_, Pre COs? y c7 Building Permits (Open/Expired): BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- , Info: BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- ,Info: Single & Separate Search Required' dr N Determination: 5-i-S 6-4C-- REQ. Lot Size: Lto b b 0 ACT. Lot Size: -6 $ 3Y•�P, REQ. Lot Coy. 26 ACT. Lot Coy. . a- REQ. Front,'3 ACT. Front LID REQ Side/b 12..E ACT. SideAO /0 REQ. Rearr35-- PROP. Rear 7 s-- REQ. Height ACT. Height Project Description: ,J (A/ (limit dQib WaterfrontOr N? r If yes, water body:( Panel# I Flood . bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED � Aux- i Suffolk County Health. or N If yes, *Bea: *Date: /CI iPermit#: Tows epti •r r Ifcertification- no, cer ifi anon required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/7(tor N - Date: ° 76& Permit#:`Ifl 39'd 3 WoVOIC00for NJ Letter-Notes: Southold Trustees Y or N - Date: 5 /20/0/ Permit#: 1 0 3 or NJ Letter-Notes: Southold ZBA: Y or N- Date: / / Permit#: -Notes: Southold Planning: Y or N- Date: / / Permit#: -Notes: Town Landmark C of A: Y or N DTE: / / *NYS CODE Compliance (page 2): Y or N ` Notes: k 01 rcl_ s. ♦ 7 � . Z,c_eD & - `!-` S7 /! i, i�:lit Fee Structure:/� Calculation: Io? SNSF 1 ( �� SF)- ( �SD SF)= 3660 SFX $ L 11 =$ 14/61. Foundation:n:oun First Floor: / 90(o SF / + Initial Fee: $ 63, 0•0. 00 Second Floor: /3/3 SF cl Additional Fee ( /au, ): $ /00. de Other:Frtsz>d SF 2. ( SF)- ( SF)= 'SF X $ _$ Total: SF +Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ / 7‘ �� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B_ Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: • HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: YIN SNOW:.Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE• MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%: YIN VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS• Y/N PLUMBING RISER DIAGRAM.�Y,(N LOCATION OF FIRE PROTECTION✓✓ EQUIPMENT: Y/N TRUSS DESIGN Y/N CERTLE{ICATION• YIN ENERGY CALCS 9/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 08/04/2009 12:24 6317273940 HARVEY A ARNOFF ESQ PAGE 01102 HARVEY A. ARNOFF Attorney At Law 206 Roanolce Avenue,Riverhead,NY 11901-2794 (631) 727-3904 Harvey A.Arnoff FaX No.: (631)727-3940" Paul K. Siepmann *Not for service of legal papers Paiikwal Of Counsel Colleen Grattan-Arnoff, R.N., LNC George F. Biondo Richard A. Hammer PRIVILEGE&CONEIDENTI►LITV.NOTICE The information in this fax message is intended only for the named recipient(s)only. It may contain privileged and confidential matter. If you have received this fax in error,please notify us immediately by a collect telephone call to:(63 1)727-3904 and return the original to sender by mail. We will reimburse you for postage. Do not disclose the contents to anyone. Thank you. )TELEFAX COVER SHEET TO: VI Ct' aN-1- d/dl�.�t ' bM: FAX #:_7Z41-6- ' ThSO _. #O1 PAGES: PHONE #: DATE: `-� /ôq • V.-Jan(Vic • . - - .. MESSAGE: n , 'Ovv+Jta 610 1 i . . . . NOTE; IF YOU DO NOT RECEIVE ALL PAGES OP THIS FAX,PLEASE.CALL SENDER IMMEDIATELY AT(631)727-3904. lI p0pprvq� Town Hall Annex ° :k4N' , Telephone(631)765-1802 rrir54375 Main Road i& k'=`a &v� i Fax (631)765-9502 Cs -'"y 'r `�3•a, tai 1 P.O.Box 1179 . rlsj • Southold,NY 11971-0959 �q , "4 BUILDING DEPARTMENT APR 2 8 2014 A _N TOWN OF SOUTHOLD s Charles Southard, WN s;Qt1T)j�� Just following up in reference to a notice that Gary Fish had left at 435 Bay Home Rd. on 10/24/13 To amend plans to show all changes from original plans. Location survey required before any framing. Do not continue work. Also your Trustee Permit#7103 has expired.This needs to be renewed also. Any questions, call the Building Dept @ 631-765-1802,Trustees 631-765-1892. Thank you Peter Doherty 12/6/13 11 WA 411 kiAL, 1-06 F uco SC' 5 ,(2/7.7dart, k\As Ge6-Ni Guip 0 cp,<\10u 0(2,ual NITI)Plivi , .*pf SOjj1,, Town Hall Annex `- l0 x.. : Telephone(631)765-1802 54375 Main Road {` ' a * Fax(631)765-9502 P.O.Box1179 G Q Southold,NY 11971-0959 � ° �� 011 l�COUNTII* .''' iiia BUILDING DEPARTMENT - TOWN OF SOUTHOLD Charles Southard, Just following up in reference to a notice that Gary Fish had left at 435 Bay Home Rd.on 10/24/13 To amend plans to show all changes from original plans. Location survey required before any framing. Do not continue work; Also your Trustee Permit#7103 has expired.This needs to be renewed also. Any questions,call the Building Dept @ 631-765-1802,Trustees 631-765-1892. Thank you Peter Doherty 12/6/13 7006 0810 0001 4494. 7522 l 1216 I3 .. __ Southold Town Building Department r,,,51.oF�l'tc® P.O.Box 1179 Permit#: 35022 i3 y�\ 54375 Main Road i`' Southold,New York 11971ef...„ Permit Date: 9/24/2009 #40 ��o�JO (631)7654802 Expiration Date: 3/24/2011 v ,,.t,f Parcel ID: 56.-5-22 BUILDING PERMIT RENEWAL LETTER Dated: 3/15/2013 Applicant: CHARLES &MARILYN SOUTHARD Location: 435 BAY HOME RD SOUTHOLD Work Description: SINGLE FAMILY DWELLING CONSTRUCT TWO STORY SINGLE FAMILY WITH ATT'D ONE CAR GARAGE, SIDE& REAR DECKS PER APPROVED PLANS, TRUSTEES#7103&NYSDEC. FLOOD PERMIT A FEE OF $932.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHARLES &MARILYN SOUTHARD Address: 7 WATER EDGE SHIRLEY,NY 11967-4400 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, • SOUTHOLD TOWN BUILDING DEPT. Date ( I 1 SI File# 2-0(3 -((2r 3s-0 y2,- 37g3< TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: `435 d -1—DYM. Rol SO1d SCTM# 5 Cir Property Owner: C k1a Y(tCS - Phone Address: -7 LUQ}-f2 Sav t(i PbA)It 1/940 NATURE OF COMPLAINT: Yialeyne,tkk S ` b- +o IA4811‘ , P-th- ViLAA- ry OP-0 hr of ACTION TAKEN: Optional: Complainant: lD kNi11&Ui By Phone Mail In Person v Address Phone: Report Taken By: �:.qNt p Date 1 I i ��3 Date Referred to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: l'I l 1/3 - 7R ACTION/DATE:ai la/ /(3 60))b4-rfe,v /S i3,AGl4/C/GCed', 4c - r-C/c4, CGvioof 4A-opt-- lr Date JGf/vE/5 2015 - File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM -"Location of Complaint: ? L1_DTrt� ��( LQ 4I CTM#5 , — a,?...., —Property Owner: iii --- 1,/Ari i i I Phone 71- 3T22Z Address: 41 Or-. /1 - 1 — NATURE OF COMPLAINT: Neyided) ® Alo , 1g— ACTION T KEN: (---------cc__ ional: �— e/�it l am P7Z AcG. Complainant: 1 a- By Phone Mail In Person Address Phone: Report Taken By: Date Date Referred to Code Enforcement: CODE ENFO E ENT REPORT SITE INSPECTION REPORT/DATE: /z, /.5— ./42 p P--,�� ACTION/DATE:S60 0 A itkr f( A OA) ✓ ''1'` C (A-6 , /w,4� p:_u20-1 tr-- ,1 - T a , 9 D., g . , , __ r .._ _ _ _ , r U.S. Postal ServICeTM rt, CERTIFIED MAILTM RECEIPT tN (Domestic Mail Only;No Insurance Coverage Provided) r'" For delivery information visit our website at www•usps.corns 0 _ ' IFC -;gym ' - r- Postage CI Certified VE A t •� IMErPo�tmark ? C] Retum Receipt Fe) © 1. -C 1013 (Endorsement Required Q Restricted Delivery Feef r-9 (Endorsement Required) �� / =El �/��. 0 Total Postage&Fees i .11 E3 Sent To 4426e5 0 `i,L D Street Apt.No.; , or PO Box No. WCL rig.; ,.1.57__.6________ See Reversefor instructions' City,State,ZIP+4 /i� i� //v" /ti / [�(� PS"Form 3800,June 2002 a wy, . SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ii Complete items 1,2,and 3.Also complete A. Si.nature i sent , item 4 if Restricted Delivery is desired. I , !!?moi! :eressee 3 • Print your name and address on the reverse X i - - C. Date o .els ery ' so that we can return the card to you. - • B. cei -- ry('' ted N•, • Attach this card to the back of the mailpiece, �, _��, , '�t Zr or on the front if space permits. ? ❑Yes D Is d:livery add ss different from dem 1• No li 1. Article Addressed to. If YES,enter delivery address below: c h0 ,4i2C.eS Soui n-R-n ;, O 7 mi-T-Er 6-- bl ao, S P0,,,, � 3. Service Type �q� ❑Certified Mail ❑Express MailSrn �► rl ❑Registered 0 Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes Is 2. Article;Number� 1111 !e I ill {f 1111 Will Ili H r iil (Transfer from service label) 1 02595-ora-M-1540 1 PS Form 381 i,February 2004 Domestic Return Receipt { ..POap Alp, •' -;.- ' .. ( 4- . - 7) ' ._ *. "k Ill?.. . s• 41 AA. .40,.. • _ ''''- fe , 1.1.•.ii'•• ..- ,•- , ..,'• • 1 Millirill .... 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" ik - .., ... , -v .•' „iptI,,,i+: i'-.4- -':'' ' 3 ''.• , . ,. : . , . .. , . .. .7„ 06/ 1 / O) 15255 ... - :- ..., . . y 14, 1 r.. 1 11 4 ... -. • ■ . � - Y 1 i. , . . ._ ..,_ _ , V * , t f . „ ,.... e !' gz; .r i t ,S i ....i►W • r 44 "A. a _„ 4W a mss— ! 1• 0 �......4#. ` 4 r YTr • fir. 1. ' 4�#- 14 Min' �"" ♦ .r> 0`'•` ill '11.x. r „ - " .... ♦y. , s f N � all .. tan�}�- -of�w Aeli 4. - II4 - , t . C i F t4a ottv �'" � ( t , ... ,,.4 4'.'4.gen. , _ :i" ' ......... .,„, „,,,„,„, ..,„....„. 02IIII2e-c-:e: 0 ` 2 0, gg Charles W. Southard Jr. REGISTERED ARCHITECT 7 Water's Edge Smith Point,New York 11967 Phone # (631) 471-5228 cwsarchitect@optonline.net 11(ANSMITTAL To: Town of Southold Building Department Address: Town Hall Annex 54375 Main Road P.O. Box 1179 ��.uthold, New York 11971-0959 Date: - A6 18, 2014 Re: 43 :ay Home Road, Southold R10-13-0042 Attached are 1. (2)2010 NYS Energy Code 2010 I looked at the FEMA flood maps and I spoke with Nathan Corwin and the flood elevation line is in the correct location. I asked Nathan to call you,I hope he did. Please advise me of the additional Building Permit fee so that I can continue construction ASAP. Trustee's hearing in this Wednesday. Please call if there are any additional questions n Thanks, L Chuckf � M AY _0 2014 ELDG DEPT I TOVdP!Gf SOL'THOL��_ 05/26/2009 12:16 6317347712 OLSEN LAW PAGE visiriasirro SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES IO&QzF�CE USE.ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Reg No. 360 YAPHANK AVENUE, SUITE 2C,YAPHANK,NY 11980 (631) 852-5700 APPLICATION FOR EXTENSION, RENEWAL OR TRANSFER OF EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR SINGLE FAMILY DWELLING REFER TO REVERSE SLIDE OF THIS FORM KlIkINSTRUCTIONS PLEASE TYPE OR PRINT LEGIBLY EXISTING REFERENCE NUMBER 810-05-0094 Dist. Sect. Block Lot Tax Map No 1000 56 5 22 NAME of APPLICANT ES AIT;o1'EJLEEN C].UOLETIVER . ... . • - Jlf-name.is different from original applicant sac-instruction for transferring a Deni nd complete peegni below.) weemem.. ^ r Mailing Address 26EDGEMEREROAD,GARDEN CITY,NY 11530 Phone 516-488-4910 NAME OF AGENT(if not applicant) EN-CONSULTANTS INC, Mailing Address 1319 NORThI SEA ROAD,_SOUI . N,NY 11.968 Phone 631-283-6360 emommmmosie DATE OF ORIGINAL,APPROVAL 47/06 (If more than 6 years old,a new application will be required.) TRANSFER OF PERMIT:I hereby transfer all rights and interest in the above referenced permit to thc new applicant named above; SIGNATURE OF ORIGINAL PERMIT HOLDER/AGENT PRINT NAME - DATE MAILING ADDRESS PHONE Application is hereby made to pg extend, [ j renew,[ ]transfer for a permit to construct in accordance with this application, surveys and plans submitted.I hereby certify that I have examined this complete application and the statements therein are true and correct,and that all work •all be done in accordance with all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemeanor pursuant to 5210.45 of New York State Penal Law." Signature of Applicant di Date )747 --.417-1414FEBRUARY 13,2009 Print Name of Applicant Title ROBERT E.iMRR1VIANN COASTAL MANAGEMENT SPECIALIST If you arc making Substantial revisions or modifications to a project that has_already received a permit to construct from the �_— Department,or it the permit is more than six(6)years old,a new application will be required.Renewed permits are subject to any chanties in standards enacted after the approval date of the original permit. DEPARTMENT USE ONLY Permit is Extended/R cw ransferred Until — "7 l Number of Bedrooms Approved 3 Signature of Department Representative 314 °9 Date WWM-104(Rev. 8/05) . 4 N;i z • ' ' • ` �� Page 1 of 2 • • 1 , i� : NDTES SURVEY OF • ` - 1 ELEVATIONS ARE REFERENCED"TO N G V D' 1929 DATUM ' O�� EXISTING CONTO. EXISTING TURNS LINES AREE SHOWN TWN HUS.. - — — -5- — — - 4 THE LOCATION OF WELLS AND OBSERVATIONS AND/OR DATA OBTAINED 0LS SHOWN FROM-OTHERSREON ARE FROM FIELD T /� -�- 5. THIS PROPERTY IS IN FLOOD ZONE AE EL 8 AS SHOWN ON LOT "•'0 2 MINIMUM SEPTIC TANK-CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS FLOOD INSURANCE RATE MAP No, 36103C0158 G _ 1 TANK; 8' LONG,`4'-3" WIDE. 6'-7" DEEP MAP OF SUBDIVISION • _ Q. - 3. MINIMUM LEACHING SYSTEM'FORA 3 BEDROOM HOUSE IS 250 sq II SIDEWALL AREA ZONE•AE BASE FLOOD ELEVATIONS DETERMINED _'R _ 5 POOL; 2' DEEP, B' dto. 6 APPROXIMATLY 300 cu, yds, OF CLEAN SAND SHALL BE NEEDED FOR WILLOW POINT r� THE SEPTIC SYSTEM AREA,- '' - ,�\J ','~<1 PROPOSED EXPANSION POOL 7. THE PHYSICAL ADDRESS OF THIS PROPERTY IS FILE No. 4652- FILED JUNE 16, 1966 .��! , , �./ 435 BAY HOME ROAD, SOUTHOLD, NEW YORK __ • 8. THE`ADJACENT AREA (TOTAL LOT AREA MINUS THE WETLAND AREA) = 13,610 sq. ft SITUATED AT 'O w ED PROPOSED LEACHING,POOL THE ORROPOSED 59: OFOT ADJACE COVERAGE G R OVER THE ADJACENT AREA = 1,980 sq. ff. I ARSHAM0MAQUE • "'.71 ";;;,••--,r- PROPOSED SEPTIC•TANK • TOWN O f S O U T H O LD o • SUFFOLK COUNTY, NEW YORK '�.n mos - for 18 S.C. TAX' No. 1000-56-05-22 , , . <lfip SCALE 1"=30' • R=25.89' nr ^' S (uses DWELLING • ., r°,-;,?y, , • p,.6, 'ueuc L=39,76' a MARCH 30, 2003 ;' „ Pd, �) FEBRUARY 23, 2005 ADDED PLOT PLAN ' ' ? 0o� a • MAY 17, 2005 UPDATE FOR BULKHEAD N +` �� ' '° 3$ JANUARY 30, 2006 ADDED PROPOSED "DECK V Q C� 6 g' <z P: 9dd� �,C rp , .�.�_ % ,t+ M ^ Q AREA = 13,834,65 sq, ft, • 5',. . � , E. , 01 c CT' CC t�,0 �� , mob 9.6 S 82"5 '20 7 (104 47' F ED �'r�� 8' ev r (TO TIE UNE) 0..31 8 O C ft O ,P u I I�P.1\ f�` r�� E MAP) 'dRt, / I\� �- M v W IJ. 0 01 > 1g cosc 40N / a / I I °d� Hyo o' O CERTIFIED TO. Q. P �, 95.83'; / i I�� m o `� �, tl 8 , s O�Ct Oo /C) LOT 20 i s< 0 1�� w GEORGE GOLDNER i t• •-„ °� ,,...„:„....7,„ 9 �y�� (VACANT) nEs x V PROPOSED CONC. RETAINING WALL DETAIL .$ ,� x,c-".o'�ys+ O�SQ° .r_� IOD' I / 32's I I25 op w 41 , �J( _ -15' _ r _9 . 0 ' ._ ,� Q - `F7/ `` x Z .1 / ! - I 1 3 i--- - FINISHED GRADE �� r ,� nr / j . ,� l �� likaOe i � � � eV o �r F, , Ade /i x„ c Z IN��• 0 64. �. h • �� , _ / O --w � 11 - BOO U O No 4 REBAR , • t 'Q r' ..1 {� ® < \ �O \�V �'`� _ x �IS "------, Z / J U,Am�ap,.f5CAO "�`ki� -1 g /f \ �Q s�� No 4 REBAR ° p' �/ 4' -f,,,,, %.1P(4. OA D FINISHED GRADE - Vbd O d M 6IL1 -°„- - \ ° •,°.``$-' r, IF - lir 1 /Pa aE°),,i.ovth',,;of ac�r aS R NEFE. / eX40 � Y6'-• u' ® s o� cc (i4 -,,' • ' ,Y1 / 0 i� ' gE,sT�t c) -1 8V 4°qC o �� s' © U• �o ( ::: y A \ ME NON' Pj\o F 4NO�OI4.#O`' ' t'l. LI ``) 4. \-L7 .�� V-T. �i"�� % �5),'Q / �. 50 Rt\\5 n 01° MEM SEPTIC SYSTEM SIDE II 1 FE ,per BRANE WATERPROOFING ° �,�4.,,*, .`� ', 'ce% f` o -oco•° — ,.-\ate'_ _ b'�o aQ �'I OI�O =O• �_ 0 m =r °,, ��'' \yc`oy q \� s 4 �Q.O,yo0� 'l5 iii `S b�yyoo, • ° ti' / •C>:' C�Op O, ,T G,GS S j �,� ° •a- r © o Cif/ a �� \ ',o o �'l ' x�a ! .& TEST HOLE DATA ° N • "'� �' - '�"' �' ' ° ! \ � � 1• � O�'O�G .� .16 x �/ (TEST HOLE DUG BY Mc00NALD GEOSCIENCE ON JANUARY 14, 2005) rn' 0 W @l , ® TT. G",'-'4, . ” Q , 1116qq w�. E.' lelP i;_4,,,- r. " �� 4 EL 73 O. i•_g• ng g^ r I~Q�' ,, 9C• 'a -,..s, O'/\„99 -� 0 " x e -- J •- -- PSw "�/ / / DARK BROWN CLAYEI LOAM OL o - • 0 `a. W .1:i, te// /�C Q�� \0 / si, ad Cy A - w ,,i (<` , 1 No 3 REBAR O I2^ . '(,� ° 4\ _. Q/�. /• .aP-( �// K ,� a \\\\\\\\\'.. BROWN GIAT CL - - ° OC "b `I `(y �• 4�fJ\ `-, O(/i�-\�� _�{y d'A� 0 3• �,Z' 4° ° . t. 42./ Q 4 J. PALE BROWN FINE SW ° :- - O • ,ira/ F;\ / <SS� GROUND WATER - ° �° I 6Q °`�, �r Ci, • a �/ i I� �` p' B, - No 3 REBAR 18"O C 0 ! 1 Zy?..} • ''` i O� r 84 Q I 1''i'� '1' ^'•-""•-•"""---^-d /`,/•J`.J^.. WATER IN 'PREPARED IN ACCORD,n.- TH THE MINIMUM ``eQ-`� , x / 1 1�'.7 ------------ PALE BROWN FINE SW F STANDARDS FOR,••" S AS ESTABLISHED x`I9 k \ / / 1 I t-V\"-. ��V ��v�� TO COURSE SAND 3-O" BY THE LI A. -. fL L. • I�t#0 AD.•TED; 9� ' •• �''4's �.a , I -'\/O c �c.\'�� +' �``�"�" • FOR SUCH (P 1741E a; Y A •: ��. '��? 19 V- IP 'CR/ O5v. O o, a ,tib - - TITLE • „ �QW' _ d`"�, ' �' stn -' , I ; o �x o4''' / '?- d .. C,� �. • ° ;, I ��yQ ��/� so .i.0- O� HOUSE ,D PROPOSED SEPTIC SYSTEM DETAIL • 1 (NOT TO SCALE) • O J e I 00, ) / ELEV, 13,Q • s�9I FINISH GRADE :. t�. �, �, FINISHED GRADE' ' �711�,� c'-_A7%A - - I , ELEV. 10 6' ELEV 9 8' �► : : . . 1,2 ' f f. _ • n \ I �� _ �-..--1' MN TOP EL 8 8` `,` '_ _I m TOP E4 96' S-7r� I' MIN c - ' '' • MIN. 4" DIA. I r6• /C� � 'd°0 `y0 APPROVED PIPE ` SEPTIC LEACHING T 3' CLEAN - .3�' ` , -INV EL TANK _� APPROVED PIPE POOL m LEACHING SAND -/ •''' 'i jbb} S - , ; - ` rx I nd/ / _ 83' mm. PITCH 1/4"/1' _INV EL 86" mNV EL- 1/8"/1' INV EL SOI I� POOL n� COLLAR [!� c No'49688 /• `/J� • - . - S� UNAUTHORIZED ALTERATON OR ADDITION u —8•T�i `�1 I. 8' c 1, F °6'�-' �I 'Zw TO. 7209SURVEY'IS A VIOLATION OF / // nj5 A _ -SECTION 7209 OF THE NEW YORK STATEit 4/)/9 VVV . --- — EDUCATJoseph, A: Ingegno COPIES IOF THIS SURVEY MAP NOT'BEARING O I • DISTRIBUTION POOL OF n BOT EL 6,3' GROUND WATER THE LAND SURVEYOR'S INKED SEAL OR Gly• 5 POOL SYSTEM ELEV 3 0' EMBOSSED SEAL SHALL NOT BE CONSIDERED - :Land Surveyor TO BEA VALID TRUE,COPY - �oOC / \ SEPTIC TANK (1) , • CERTIFICATIONS INDICATED HEREON SHALL RUN - 1 ,IINIMUM SEPTIC TANK CAPACITIES FOR A I TO 3 BEDROOM HOUSE IS 1.000 GALLONS LEACHING POOLS (5) O THE PERSON FOR WHOM THE SURVEY 1 TANK. 8' LONG, 4•-3^WIDE, 6'-7.DEEP IS PREPARED.AND ON HIS BEHALF TO'THE • I MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA ' Tate Surveys --Subdivisions - Site Plans -, Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND 2 -:ONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 ps, AT 28 DAYS 5 POOLS, 2' DEEP, 8' dm TO THE ASSIDING GNEES OF THE LENDING INST1- 3 'ILL LWALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCICKNESS SHALL BE A MiNIMUM OF 3" A TOP ING TOS OF RES S TAN APPLIED FORCE OF 300" AND A BOTTOM THICKNESS OF 4 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) I psi' LEACHING STRUCTURES, SOUR DOMES AND/OR SLABS PHONE (631)727-2090 Fax (631)727-1727 • 'TUTION CERTIFICATIONS ARE NOT TRANSFERABLE ` 4;ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT ( ,( 3 ALL COVERS SHALL 8E OF PRECAST REINFORCED CONCRETE (OR EOUAL) _ 51;fHE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF ±1/4") 4 A 10' Run DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED OFFICES-LOCATED AT _ MAILING ADDRESS. - THE EXISTENCE OF RIGHT OF WAYS I.JN A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL, 5 AN B' min -DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED AND/OR EASEMENTS OF RECORD, IF 6 ., l0• min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED ' 322 ROANOKE AVENUE _ P.O Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. • RIVERHEAD, New York 11901 - Riverhead, New York 11901-0965 , - 23-UMfil. • . _f(,, ciREScheck Software Version 4.5.0 Compliance Certificate Project New Residence for Southard Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,832 ft2 Glazing Area 13% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 435 Bay Home Road Marilyn Southard Charles W.Southard Jr. Southold, NY 11941 7 Water's Edge CWS Architect Smith Point, NY 11967 7 Water's Edge Smith Point, NY 11967 631.471.5228 cwsarchitect@optonline.net � .' < ric v >'' ' ^ '4''' 7 a. ' . , ' 4 .y` o ; i Vin • r ,z1 � �, Compliance: 24.7%Better Than Code Maximum UA. 651 Your UA. 490 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing . • Assembly or Cavity Cont. or Door UA rt° R-Value R-Value « ... . . Perimeter <. z U,Fator i * Ceiling 1: Raised or Energy Truss 230 38.0 0.0 0.025 6 Ceiling 2: Raised or Energy Truss 710 38.0 0.0 0.025 18 Ceiling 3. Raised or Energy Truss 398 38.0 0.0 0.025 10 Wall 1:Wood Frame, 16" o.c. 3,961 19.0 3.0 0.050 172 Window 1: Other 415 0.330 137 Door 1: Glass 104 0.330 34 Basement Wall 1: Solid Concrete or Masonry 966 13.0 3.0 0.060 58 Wall height: 8.0' Depth below grade:4.0' Insulation depth: 8.0' Floor 1:All-Wood Joist/Truss:Over Uncondltionne_d_Spa e 1 1,676 30.0 0.0 0.033 55 ,, w____Ff � I MAY 2 0 2014 BLDG DEPT TO+Ni.:r SU!'THOLD Project Title: New Residence for Southard Report date: 04/30/14 Data filename: C:\Users\cwsarchitect\Documents\REScheck\435 bay home.rck Page 1 of 2 if- Compliance Statement: The proposed building design described h=frel ste : buil/ding plans,specifications,and other calculations submitted with the permit application.The proposed •. .- .- ed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Ver on 4.II�.+ d o , . !` bDo_ , it 'he mandatory requirements listed in t--010 040- the ch c Insp ctio hecklist. 0 , 14M rQ 213 f Name-Title "Mar Date • ;` �_so,ED ARC c^ 5`1,1,SoL/i. />( IL ('(•• ,� T 'SOL/i.& S,� 14302 Q` q� OF NE`��O Project Title: New Residence for Southard Report date: 04/30/14 Data filename: C:\Users\cwsarchitect\Documents\REScheck\435 bay home.rck Page 2 of 2 REScheck Software Version 4.5.0 LiCompliance Certificate Project New Residence for Southard Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,832 ft2 Glazing Area 13% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 435 Bay Home Road Marilyn Southard Charles W.Southard Jr. Southold,NY 11941 7 Water's Edge CWS Architect Smith Point, NY 11967 7 Water's Edge Smith Point, NY 11967 631.471.5228 cwsarchitect@optonline.net 'SATISTIVIaritia A. !/ � �x ... Y ... ... k . "'. " a� v .:! �nY � s : � t sff' Y 3fi. Compliance: 24.7%Better Than Code Maximum UA: 651 Your UA: 490 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies , . - -•• 4 1, moss Area GI'azing .,4x Cavity Cont. ' r Assembly ; •-•—%"4":44:s.- °'Perimeter 'R Value R-Valued U-Fa for UA a Ceiling 1: Raised or Energy Truss 230 38.0 0.0 0.025 6 Ceiling 2: Raised or Energy Truss 710 38.0 0.0 0.025 18 Ceiling 3: Raised or Energy Truss 398 38.0 0.0 0.025, 10 Wall 1:Wood Frame, 16"o.c. 3,961 19.0 3.0 0.050 172 Window 1: Other 415 0.330 137 Door 1: Glass 104 0.330 34 Basement Wall 1:Solid Concrete or Masonry 966 13.0 3.0 0.060 58 Wall height: 8.0' Depth below grade:4.0' Insulation depth: 8.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,676 30.0 0.0 0.033 55 Project Title: New Residence for Southard Report date: 04/30/14 Data filename: C:\Users\cwsarchitect\Documents\REScheck\435 bay home.rck Page 1 of 2 ,,r Compliance Statement: The proposed building design described hare is c! ste wit : building plans,specifications, and other calculations submitted with the permit application.The proposed1+1p • •i •-i n d-. ed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Ver on 4. 8 .<� d o pm. it 4he mandatory requirements listed in the / ch c In=c-s io rh�OTI 04 , 41' , \, I' d til ICS �I�f Name-Title c (l� '�j — '. atur: PM /' ! 1 s. ..e,E.D,A/ c,/), C`, yI,S°412;5,/ cc cr A t{j,, : 1):o -A , ' tie:rioso._ 9\ 14302 04 ?=OF NE`•4 Project Title: New Residence for Southard Report date: 04/30/14 Data filename: C:\Users\cwsarchitect\Documents\REScheck\435 bay home.rck Page 2 of 2 finished grade Charles W. Southard Jr. � TI IIl1 1 Ilil_II, m„ z' "j=1 � <,.0 4.1. Canal to Budd's Pond ` �� clean sand land=± li IT_<`a- =Ili11_ _ o gravel baCkfillI-Mt-' $. \�� ti ` 7 Water s Edge Inn illi Oil_ ,II - . yj �o� a �` nlnil In I: F n lTll llTl II x o o .= Smith Point, New York IIgS ‘91,-111=11111,,W�II-IiI-I!I ;;,; 6 ° ``, ll-I,IrPhone (631) 4-11-5228 , IiI1; f: �� waterproofing / it"' ,W Q �li7 12" of gravel cwsarchitect®optonline.net backfill " • finished grade o ��\�°on�°o `• ooh y� N O p O p O Tclean sand and .S- :.:..**64$ .6 ;-, -4,.. k !li grovel backfill= Lot* 15 /.'°��' �' �\ �r;-'� Apparent High Water 2'-O I.O" 118,_I I_I-I I_I-T1- S '£ .: \\ Y '1 ,\ �.-\ +° �� } 1=III III-III�J} "�:.;• G cu ,,\\, 'po water\ Top of existing Bulkhead 6o'-O" TI I ITI T : .4) Dory , , 1: 1\ .• '♦nD64' op ofd- ,P• of"et/ \ Top of existing Bulkhead '15'01 3-8 a 50' Non-•sturb% s + "I n e\\y ti \\Co %/I Non Fe, Iltzat.n Suffer Top of- oven - o v' of. e� 5 +3= 32 d C0 t♦ C0� rreoo oFQ TD +14.66' ,$ �` +5A Top of 6raysl 0115 �v\'fin\�` REINFORCING BAR SCHEDULE +4A ata •hay bales Inv_+�,0' KE'f REBAR SIZE REBAR SPACING. \ 50' Non-Disturbance1.7 ,� clearing limit line Non-Fern izatlon Buffer ® «4 IV OA. ,O ° r ® «a lb'o.c. p T6+GAO ` KA EG+6.0 Tg +10.013 o ® «3 lb'0.G. 7rj�ry Tg +1.0' TS +10.0' ® «a 12•oc. rya , a Inv. +7.15' ® ZONE «a la•OL. AE (EL. (7� faked bole. 5 - ' ---` f•shed, n RETAINING WALL ZO - *5rZ- -- '---- cls• ng limit line f `I I, �I l 8nv. 2'_6" X not to.cal. NE �i .� ��-- - ,�4 -- _ 1 �� .. I i I 1 - '25 Tg +10.0' ks .� 1 ' PE 1 , I , Inv�i9,' ---A p / '6-:2-,:.;. ,--_ �fO ♦ ,.. ,\ a ,7 Tg +01.0 co Tb+TAO i1 - - _ 1. r -�_-I InVt`.--b�.-Q�4' ` -I Tb+1.00 +9 25 +8.0' + , lifiv. T + EL.6,4' grade +6.4 T6+6.00 retohh g Tb+8.00 _ 1` T6+s:c1 g T6 MAO _ - wall H �.� '`t it---�\ j'%- Dark Brown . Tb+9A0 EG+6.2 ----: :: ' /, Glaey Loam ° ♦ ` 'I __p fop of gods - ry 300261 '-: ZO.00 _' \.:• Brown Clay CL t-' I I i I \�G Sa u Ty O \� +S.BS `i ti7----.7Wood Deck m // i 61 / ' " `� k / % 11 i C y, / '9,51 a, / , , TG+-1.5' ♦♦ ♦ �♦expansion;'��expansion/1 4/�t. \k O EL.3.4' �/b00 / ` / i ,:"%: `f jib i ♦ i ♦ � ♦ i , G' Pale brown?Ina �l x ' ,j,//'/,'//,,,;/,,"//',.':/' ' /' //!"%'",/,:/,'/ /: , I i i 1 I ---'' - ix• t:" R t,, to coarse sand SY/I Q Qi q 4 a! po ' / ' / ''/,,/,‘:////, 'K i 'bAf2A6E '-'%,% 2'p�pcdst/Jr:4 g , I/6.66 EL.2.4' r II e 9 / cdnaynt,rringe N 4.0' b a 4 1 .. O , %i BASEMENT% {A%/,: :','/-;7s,. +bA - i '`‘1, ♦ r GROUND WA-ER f F l }-.-I- * - '%T05,650 ' "i i - /�/ � %'� � TC•+1.TJ'' � ��j�� / 2'pr nit♦boehing� (1,6"!6"s it.FIRST LEVEL) `, m ',�,. � I i I --- ■. �0r Water In Pale brown?Ina 2oncreteving 4• n �/ 6 \ I ,To O S i 1 j to coarse sand SW I j ,FIN-FC.'+1598 ,��.'n ��y ' ' ' ry ♦ -o O - , .'/ o /,';� 6000 g zo.00 _ �6' 4" 10' 9 ♦♦ X % q opi, '-r; = R - --Op McDonald beosclence 1♦♦♦ i' - ° 2'zreca�i lending -� T +1 ' TW +Z :'_ ` \ 2 "/;i TD+1466',m i i' I{ one ring • i �.� �, ,A., g - �a+6.01 BW +6.0' - ----------- „ - SITE SANITARY PLAN January 14, 005 Q ♦ s' I ------- d Tc�cr ane r:7n.«as .I Toa...-s V�?ca I'�' SD W iUG'.G� TEST HOLE o �a r\� T6+ICAO 26.33 , , - TO+5.66' 25 6- 21 prbccet leas kg 1 11C015Lrete ring �, Tg+IOA' 'G,5.66' €'ITS +10.0;1 V 13 +6.0 --- ».1od , I-- - ,,I O � }gip O a i, T9+qA' � ,, O f'��;T: +9.0"�i l - ,\��1�Z�f�(»r"f �p p- e i -`♦\ r � h� 2' '::::;:: �q 17: +6.0--"y , 111 ��CERTIFICATION r' I,1^1r s Q I 1 I T +10.0' En'IT- +TO I, V Br' �w p !VG:�WItE �. .r ` test .♦\ �_ `� i :� Tg+9.0'� S al €q 1 I�'., ry .�, t ,y,.� p �•t'•t p� �,!' ,'`1;."frfitl�lV M Q �\ - `-- , 1 T-,of Drain 4.16 . ... - „3 __ 31i� ( f..fi t I of Y AVID I� ^ ,._. ICC3 /"� /7LYP !.,01.):40T 1pt �..,- , Il.l tv /'• 1 _- +6A\%' _`♦�% Tg+BAd^Neway..:.. 0 --�0 43! _ '11t� ,I �`t ti:iliJ t�11I �� li:::1? t-- 3)_I In �t J� ( (•p�p�j „"° , _ f { 1 I & /� Z 6, � F1��fiI;l. ps'? •�f 1P,r�.., •._.__e--...-'^s._._._- --.-7:.rn 'J1'i V+�q 4� 1�Jf{ Inspection �g ¢1•�yj �f�i , a \,___,'\, ',♦ i ♦.,yarwri,�`>4-+,cn, _ /o U ( /t�P r"". n YId � i�Ldil� # 1 1 o� r Eq 1 $y r �bkt.. , ,rr 7 I • For . , TG ASA --t�v-- ---�- ti...-�...... __.- ( .�...._r Nin 1 i` ii- �• F6rii yf ,:_05.0,, �c r i� ��vi ( .,yste (V 1 00 •so By Health Vyip"".' ,` t 9� i i , 125 i •-W,j s' ``, MN,'Is' €� J - r mater��c' eq EDGE OF PAVEMENT +b.4 +6.0 +53 BW+53' +SA T 5 +q D CLOD" • '+y�th1,7ego, N5Td 14' 50" W ,�„� Oft '°' �^»+M... -....... % 1 a+n rr °F�e�tJ�j� 40 00 • N Top of Wall +10.8 finished - firade +10.0' grade +W. grade +8.0' TTop of Wall +9.5' E_._ EDGE OF PAVEMENT �E ED�iE OF PAVEMENT Top of slab+65 0 +7.0'r-- I,e i '' a d 1o.00 Bottom of Wall +6.0' New Residence for 394 u c� J Mr. Mrs Charles Southard GASTIA�N in. Bottom of Leaching +4.q �Y^Masonry wall 5_4s -3 Water Level +2.4' 'lp` lea ove over �I es 8" above bottom BAY HOME ROAD , SUFFOLK COUNT CROSS SECTION ® LEACHING ''\1 Cr •_, Y DEPARTMENT OF HEALTH SERVICESt.oui 414-C:".`" ' WATER MAIN scale I" = 10.0' tY Q , � F RO�IAL OF CO,�ISTRUCTiOP,f FOR/� ^�rff '� - MAP OF WILLOW POINT SUBDIVISION SITE FLAN ,�t File a 4652 Filed June 16,1966 11 S( LE FAI',ULY i";E JDEt.CE ONLY finished finished v scale I = 20.0 rade +10.0' rade +q.9 x 8'd precast leaching �_ M n Situated At MAY 3 0 2014 Top of Wall +10.8 _ g I- g - G g con rete rin to. . • cover m `?L� ARSHAMOMAOUE �j // Inv. +8.0' tank +8.5' N _ f� TG+8.0 T9.5' R \Lig DATE ----•-�__._ t.j•n r,�rr'. ��0. �„''ti•/(.��.. � o. Inv � .- .v. (`+ _-To of Wall +15' = � ' Town of Southold _____� 4" sdr 35 pip e +1.15 flow nne +1 - -. P Suffolk County New York APPROVED- - To. of Slab +65 Itch I/4"/I' 0 2� n 1000 d Ilors o • o (4) 4 Invert+5.25t Bottom of Wall +5.0' "'� SGTM# 1000-56-05-22 FO,, iVfAY.IP. +P.� Srcoarse coarse sand - :___o__LZ'Z2;_______,:s , f +4.9 Masonry wall (rss� 435 Bay Home Road CEDROback Iii +2.q2 I I� Water Level +2.4' Southold, New York 11111 Area = 13,834.65 sct. ft. or .318 acres f �I1;Ev T'if'f - YCA>'s Ff'O''A DATE OF��pp��,AL NOTES: NULL{ ; 11..-{.. , CROSS SECTION @SEPTIC TANK - UL "I- NGE(S) scale 111 = 10.01 Tax Mop # 1000-56-05-22 I. Elevations are referenced to N.G.V.D. 10188 Datum by 04pt.0 Hut)Scrvix3 NOTES: 2. This property Is in Flood Zone AE Elevation 6 as shown on flood Insurance Mar. 27, 2014 p p y - I Minimum leaching system for (3) bedrooms of 250 scL. ft of sidewall area I. Septic Tank for (3) bedroom is 1000 gallons Ma 13, 2014 Rate Map # 36103G0158H Zone AE: Base flood determined (' pools of 2 deepx 8' dia. 4 -(I - Doi f_-'3 e -x £3 Orr-. 8 longx 4'-S" wide x 4'-6" liquid depth May .I5, All information taken from survey by Nathan Taft Corwin III ��\ -pe a p Ma .20, 2014 Land Surve or dated April q, 200�i 2.Leaching pools are to be of reinforced precast concrete rings withE2. Concrete 3000 psi min y 4. Approximately 300 cu yards of clean sand shall be needed for the sanitarysystem area covers, domes, and or slabs 3. 3 wall thickness, 6 top and 4 bottom y all reinforced for 300 psf 5. The Adjacent area ( total lot area minus wetlands) = 13,611 scq. ft. 3. All covers shall be reinforced precast concrete 4. Seal alljoints watertight The proposed lot coverage over the adjacent area = 1,676 sq. ft. or 12.31% of adjacent area g 6. If in the future the septic system shall fail, it shall be removed, the material 4. Maintain 10' between leaching cools and water line 5. Install septic tank level on a 3" bed of compacted within the area removed and the system structure replaced inkind and inplace, 5. Maintain 8' between septic tank and leaching pools sand or pea gravel and backfilled with clean sand. 6. Maintain 10' between septic tank and house of I I Charles IN. Southard Jr. / fic DRAINAGE CALCULATIONS: A R G H I TEG T area Material ores run-off coef. Rainfall = volume = Y.F. 1 Water's Edge Smith Point N.Y., 11.161 Building Roofing Ibis sf 100% =.16'1 =280 GP Phone: (631)411-5228 TOTALS Use 8' dia. Rings 642.1 c.f./v.f. 280 c J42.1= 6.65 vi' GINsarchitect®optonline.net • Use (4) 8' dia. 2' deep leaching pools = 8 of )'-0" I-0 Tg +8.0' ori finished grade , II II m 11;11=11 _1. 4f'� Canal to Budd's Pond o 6, can sand andrl=ri' 'awl ba kfI11T' 1-III. �y oP�� . n 1 IINI�1=i,1- 'ii.,�€`. 'sj i \ .�' ground Water Level +2.4 II-ur-LI i- x o n 111 a '1__ i Aor / 46 =irr 11-1 ,4 i I I \ (..).) waterproofing `. -r YF Top;e.4. �. LI\ 12" of gravol - finished grade $ '`\\�`i'?>y •1,�, do$y ry� 3.32 of backfill a r cf: �_ _ \ ;. I olaan sand and : '_ :..\\VO$4'\ .5% .<- 44. teravei backfill= Lot# 18 •-•..A.. /...: t: t I;` 4"••:- Mpereek High hater BUdd'S Pond 2-o I -o 'a��'yr rIT E ••� -111=TH IT=1� � ;;�j y i ` , `b water�•--:-::::-.:', Top Or existing Bulkhead 0-\ =1 111 • �/ h T 1Llu N.7 _, , ,., , -0 , 4 --/ , / '''. -.,,...,::::.i,,,,,,,,,,,,,,„:2 , , -� RED A �, �• ap'A T �9''r cd�. rap or existing Bulkhead /,0, �'S°�, \ N ,o I _ , N .6e1. ..;" 791 3'-8" °s,� 50' Non-•stun'.. - IQ \\S \\t�0 I • -nae ',-�,t � 1 , �. .� �� Non Fe Iliz- -n Buffer rap or- . I (NO Y►e ef'U� Ory S C pC� O� OQ ! 'I,:^,,-*';'' � �� I ',f � Of 5Q� i I \ ��i +5A rap of brawl ani \, \� N 43 ? I 1, REINFORGIN6 BAR SCHEDULE hay bales +4A ,4, f Kee RJ53AR SIZE REAR 5PAGI1V6 i a ` 50'Non-•Isturbance �' `� Non-Fern ization Buffer VACANT \ • .4 12'O.G. O *5 le'O.G. Yq� f \ O «4 12"04. rya +45 I ® .4 le•OD ZONE AE �El•-6)°) td:.d , 5 I RETAINING WALL ZONE X ?•-------- ,----- --------- •,. ,, . a • u n,. `��• 6� Re- !der . TS, 1__ R,--sidenc - I Te+1.00 Te+6m re+eAo EL.6.4' grads +6.4 - 0IAo Zoti '� Dais Drown 76 i O TO+qAl� +E A EL.5.4. Gluey Loam OL I' 0 op of gad.NOAO I ; Q TO+10.00 / \ ' erowrl GI GL 20.00' 1 25.57 20..00 X1.6-, ID, _ I/ / BOAT SLIPS t1.4.4' �� ; til ii t_.:,_ : , ,'j' . rood D.ck (f) •. -. EL 8.4' SA' a oo . ( \ Pale brown fins ' I I / Z \ / to corms sand SW * - 0'1\ $ ":/;/1',::://///:''',://:-%-/„V' . ,e, Ri ' ( 2' htg EL.2.4' 4A' ' A�) ? % /%,SA'Ch�NT i,j%,;'//, /,7+"' l'Y.i+6A ; ~7 i � %ij,7,11/01O� T05+630�/ i ,, ()'; : , i 6 l � '. .0 &ROUND WATER 4 orisa Lealchble eq ft.FIRST.11NBAJ (n i'i l i , --- Nlat.r Y7 Pals brown fins +:kv / :' /x. ,/i N � - , +TA QO to worse sand SW 1I ; /" FIN f9.'eIS�/ • X N / ' o.do ) -// ,'////1/7,--- 7/60/C50 i%"i 1 / \ \/ to /;/'/..,///-:;'j.,2',/,' .-_ .', VACANT VACANT JO / / McDonald&eoscience ��` / /%,/ / ;/i/%% ✓.' ii;-'�.�;/may,, • ! _ ;'2, 1 a i4,2005 �. %/ 'i,/ . ' ;, ;, ,/, m ;' �a Re ide e -January r or Pae ren:toe M""s!t �ns:�s-s' ' ' TEST HOLE O ` ; 76�oAo26.3� ; Tc+seb'2�.5 _,l \ 9 precastl.aeh ' 3 4l aarrrbrYg Res'dence re 1 Tg+100mow, 'i c .66' l T9+10.0 ; / a_ 1. s \\\ ; f. Tg+10.01�� 11 F,P2 Tb+7A • ..> I I k.)/6- a R siden e Di 1\ (` �-� 7g+6A' , : T of>aa H+SJ6 Ul Q o __ Q \ / ( , �, / / ,�«wrev\..,,,,,.., n / T TG+SA 's- I i- � ,, , A 6 Resid= nae eo \a j (Ii TS i 4 A1200 '•x. Residence ,�,,r+ ` 115' +,5 Tw+T3' � - . '"°+i.,� / ' - .once .ran +6 "'MA +53 Cil MSS +bA TG+43 +{ I .O' ~.h,� N57d 14' 50" W 1 •" __, <0/ a Legend (00.00) ExistingElevation ti O." s I I MAP OF WILLOW POINT SUBDIVISION a " ' a a a ,' - File#4652 Filed,lune 16,1c16600.00 Proposed Elevation Situated At F__, EDGE OF PAVEMEN- �,- != OF PAVEMENT ,�4 T.G. Top of curb ARSHAMOMAOUE �-� ',, / R�- Iden e / 0 / _ __--- T.G. Top of grate Town of Southold 671/4-5 �Fr A - Elev. Elevation Suffolk County, New York 54 _ Residence Q R siden e H.P. High point BAY HOME ROAD O� SGTM# 1000-56-05-22 S Area = 13,834.65 sq. ft. or .318 acres WATER\MAIN V Budd's Pond Q z SITE PLAN I I - z - • R: siden e scale l" = 20.0' A NOTES: -Q SITE $ SANITARY PLAN I. Elevations are referenced to N.G.V.D. 1988 DatumQ / Residence Residence 2. This property is in Flood Zone AE Elevation 6 as shown on flood Insurance ISS Rate Map # 36103C0I58H Zone AE: Base flood determined enae / 3. All information taken from survey by Nathan Taft Corwin III Land Surveyor dated April 9, 2009 - - / 4. Approximatdly 300 cu yards of clean sand shall be needed for the sanitary system area I I 5. The Adjacent area ( total lot area minus wetlands) = 13,611 sq•. ft. \ R: siden e The proposed lot coverage over the adjacent area = 1,616 sqt ft. or 12.31% of adjacent area �� :NO. 6. If in the future the septic system shall fail, it shall be removed, the material ;>v �'� �•,. - Y+. / within the area removed and the system structure replaced inkind and inplace, VACANT �""" and backfilled with clean sand. . Residence e1=� •, �� ._._. /11011••••••\ono ' in I I. Minimum leaching system for (3) bedrooms of 250 sq,. ft of sidewall area ry - •,•' -` (4) pools of 2' deepx 8' dia. 4 (I) pool of 3' deep x 5' dia. '°" '------- ,_ �� I � M , .,; _ ____- _��, New Residence for 2.Leaching pools are to be of reinforced precast concrete rings with 40.0o I p jx,7,,,, ,...,_7 Residence Mr. $ Mrs Gharles Southard I _ ti'--�..-.. t 1, ,^, - Residencecovers, domes, and or slabs 1Y I, •i -3. All covers shall be reinforced recast concrete finishedResidence Residence .-s -.'`, Residence Residence pTop of Wall +10.8 - grade +10.0' �ade •w.0' rade +8.0' Residence �,4. Maintain 10' between leaching pools and water line g ' \ -'-- '"" i 6 T6+75 +1.0' '- .---Top of Wall +75' w 'r. 4',' 1 Top of Slab+65 O II uld -. I r'�r �''.1 1 5. Maintain 8 between septic tank and leaching pools o o , , I }- ie el 10.00 0 Bottom of Wall +6•o t - �• .11tw, _\. a ' 4 ' , Bottom of Leaching +4.c----1`\_,,,...\__ Masonry wall `,I ' i�� ° ,_; ' j'" N (4)4'dip 0c�a�yer '+ I Jy(r:� - Water Level +2.4' pipes 8 above bottom -••" - , - NOTES: I. Septic Tank for (3) bedroom is 1000 gallons CROSS SECTION ® LEACHING e .sl s 4 a l p l u l n g scale I" = 10.0' ..v,.,..; �.......... �.. 8 long x 4-3 wide x 4-6 liquid depth '�'� BAY HOME ROAD 435 Bay Home Road .. 2. Concrete 3000 psi min - - _ y d _ - - - - - Southold, New York 11911 111:13644. 3. 3" wall thickness, 6" topand 4" bottom finished finished WM,I 3'x 8'd precaet leachin "'� Tax Map # 1000-56-OS-22 all reinforced for 300 psf Top of wall +10.8 _ grade 10.o r_grade co er m 115+6D'GOrete ring g 4. Seal all joints watertight Inv.+8.0' tank +85' 13, r' ti4pik _ T6+15' June 2, 2014 5. Install septic tank level on a 3" bed of compact of slab+65 4•oar SSA,. +1.15~• flow line 'h'2.. O?�;:. r. , Top of Wall +15' sand or pea gravel itch I/4'1' ?,1000 pallors o " " a�(p4) 1 inve oyer% Bottom of Wall +5.0' AREA PLAN coarse sand ¢ a rd +4•q' Masonry wall S-\,,,G F) 6. Maintain 10' between septic tank and house and grave! + , +5.25' coarse sand - OLD FIELD E D VINEYARD scale I" = 60.0' p back#Hl 2.92 - L Water Level +2.4' CROSS SECTION ©SEPTIC TANK scale I" = 10.0' of I 1 I'-o" finished grade Charles Y'l. Southard Jr. 0 Canal to Budd's Pond H T C T gravel ba kfill I / clean sariand • °oq 434 -1 Water's Fdge `' Smith Point, Nev York II�i67 _.-.l ((� i it •\ t°` HH -1 Phone (631) 471-5228 -1 waterproofing P v Top e fixed +� +� cwsarchitectgopton l ine.net 12" of gravel woad Doak , _5_` p. a - O O 0 backfill finished grade ( "''i<`)-`' •� -,4\_ ' F/ 0 O Tolh of existing'BvIki `: /ea - - Q siams. end \ \\\ 0 / gravel --ckfill= n Lot IS 1 .\ '.%,:,-,"---2--; Apparent High Yvater 0 1 'I \ -'o ,riatQr��\\ Top of existing Bulkhead 62_Q it) El ii m_____, Q �� 1..,.ffl . , // F _ , _1 tz. C -4r ,,r,, , 34 L� E '' `op•f br• e1^•-•- a ?\weZt ,-___ Top of existing Bulkhead he 1 , +30 +3.d 3'-8" poo 50' Non-►s`turb% �' --- \\y \�b Non-Fe, iliz-'t on Buffer -•o bray: Path + (N stk 'r\ �e//s h/E�/' s\ `�\` +3.5 �C o 6f° 'c.f O'pPif °P +5.0 `\T•p of brave -ath •\r�� TD +14.66' REINFORCING BAR SCHEDULE ( . ' +4O �I I 'Oe f stake bales y ,i KEY REBAR SIZE REBAR SPACING bio \‘� 50' Non-•isturbance %� ciearl•• mit line Y ® *4 12"0.0. '� y Non-Ferti ization Buffer;` O ® *4 18"O.G. T{'«6.00 +4.0 i - 1 7.6 1 © •5 18.0.0. \ 11 ; TS +IO O' a s 12"o.c. a i 1 Tg +9.0' ® M 4 18"O.G. 70n'1 .q� (� to ' i .,"ed ha les // fj / - `� ' `• ' RETAINING WALL s�; t` fi •5"t. ---•+.- -------------- ; cis-, !knit/!(no r (r ) I_ a i/ \\`%/ `\`i/ `\`\`, N not to scale :�- q,Y --------------------1. ,�- / = ``` • ' CS S I1 ,� / / r `.. -i. 1\ / • ice'-�" 1 ,,,' \ - "-- ��- '-- 0 ^ems\C- .--{ `l. \ / \ / • • d TG+T.00 II - = / ,:�--..----4--- I i'' -`�� r, 11 / 8-o ` ' (n 1 Tb+"1.00 ,". i j `\/ ; Tb t@00 I "' `j '',, i I EL.6.4' grade +6.4 retamin rb+5.00 ,., ! T 7 7fzs9.0.O / � //� Dark Brown t wall , + b /� fN+ t�I�� / / . 1 � Tb+9.00 � "" g \` -_ / `� __ j ' �+'G�� "••,,:`/� /\ Glae Loam OL _ / / EL.5.4' l y o c ., •,, I b0 -op of grade+10.00 k�-- ry Tb+10.00 // I .. ,--/-' /�" ` _'��-�%i/' -s s� ��\` S Pn��7 Uy:s,+�'9!� Brown Gla GL ..%c' 30 DO 0 / IT.b-I s Wood De l - _111., L 23.67 \ ". ©.00 Imo, -I / `.` / `` g `,-� �! ��j� y EL.4.4' �\ y I 1.-7,2;,1 • 1 \�\ 3.0' s.b� �o'crete / ` ,\ ,� ,/ / + I `I T +9.0' N U �. ;�� y ' rq rlo6�h1 m „ / / p. expansion expansion EL.3.4' j rktg , b- 11/6.66' 1\ '\ , L fi y F r : f Pale brown fine ,_-.,,,,,t.oo Tj 2'prec t 1eacM(�j ,/ '/ y _ k-2 _ _ , '/ / \ cdncr�e ring j I I � / •\,_____;/ � � r to coarse sand SW o c o o/ '-'.o ///jj , , I/6.66 ., . , .;1;11,, EL.2.4' d r,�© �d O 4 GARAGE \ I I �__r N 417. � , •1 l 4.0' +� ,pY i �+ OBASEMENTTOS+6.0 / \\ I1 ] h` I- \ + TOS+6.50 / I I ``�, O / GROUND WA ER Water In Pale brown fine i\ 1 i 7 / c,-, , \ ! r�.o ;2------ " Tg +8.0' j ........• to ., coarse sand SW ? _ "'r,-� I - ` O 4E o.do_\ ,-„, i T bo:o4,� / 2\04 �) _"i'' McDonald Geoscience . q \ -ir �_ • TW +1.5' \ `` `\ T / /'Y+14.66' Illi / ," //,l ___/ , O o'2',acas l.f 1-,.. Q January 14,2005 Q .[ ,, w :> , / .// •,.� �\� y J° 1 1 0, , C.:j;1' 1N'' 'iTD545.-15%i„// /.; 1 ; 1 1 ,,.1, 1 N5-1d 14 50' W BW +5.0' aW +5.0' 100.0 SITE SANITARY PLAN n .9 Tb+10.00 25.35 , ,gyp it+5.66' 2 .6? 1 TEST HOLE r\cz v :� __1-", I �' f € 1%,.... �4�j1'�'Pohcre lace l l`"Y Tg+10.0' I I I TO+I \/(/� L- Q ,- +6. <' 1 T 'G+s.b6' I A .4``�"-'�'"1� Q `\ `a \ 15.1°L� I h l I O .`` m ^ Tg+q.0' I -I \ IA Tb;.¢'1 r 10.1?s rn ex anslon i_ I F \ nJlj1.0_ `�, • I Q \‘‘e \ x = . 'f I I • ` 01 Q `\ -L`g`\ 0 *4�� \ - To of Drain+5 - -I 1"` ` O ` In \ test hole �. OO +BA--� '---- 1 -::, :..::............._:.,,.,..,,,:::,::-LQp +� .,I Cr? Cr3 LU \\ UI 'F - 1 driveway • ' s.c �EN 1:5):sN 1 - , I S " E ,eo CV o �. I v raQer�y\\� 1 in 0 expansio T9+9A' i ,- op r '`. i n \ otQ ' I€n 1 -_ry . ‘ . \50 I '- 1 4 r TO+5.0 +5 O� ` e\\e''' I \\Tg+b.0' ::: "" 6 ore,ts0 I ryt I �:° EDGE OF PAVEMENT mere 125' 1 Z +e +1" \. i \ }� _.eqe w,ry 1 + O +5.5 BW+SS' +5.0 TG.45 +4.25 1 100.0 / N310114' 50" W • ` so•a °P p, % ` /un.4xe �°P.•,„ 1 / d e,412.m �'s '•e ,. ( I i . finished /�/ a al 1`1 �` \`�`�� Top of Wall +10.8 - grade +10.0' it -rade +1.0' I it ` -C1/ -rade +5.01 TG+1.0' /Top of Noll +1.5' EDGE OF PAVEMEN 1 Top of Slab +6.5 = , +�.Q' r� _ -- New Residence for ��- 11 \\ 4a,8s ED�E OF PAVENI N\ 1.84 ' p Bottom of Wall +6.0' 1 • ' iv Mr. Mrs Charles Southard GAST�A�N 1 I „ Bottom of Leaching +4.66' 1 1 �,g$`` iv- ) Water Level +2.4' BAY HOME ROAD • s ` GROSS SECTION @ LEACHING \ WATERN1AIN scale I" = 10.0' MAP OF WILLOW POINT SUBDIVISION SITE PLAN EROSIDN-&3EDI NT-;OMI .4 Shall include but not be limited to: File *4652 Filed June Ib, 1966 scale I = 20.0 finished Situated At A well maintained Construction Entrance, , finished ARSHAMOMAQUE Wire Backed Silt Fencing,stabilization & Top of Wan +10.8_ grade +lo.o grade +9.0 cover Town of Southold DRAINAGE INSPECTIONS ARE RETIRED Seeding of exposed and/or inactive soils, +a.o' tank +5.5' r� o 6+8.0' TG+7.0' To of Wall +7.5' 1560 before Top of Slab +6.5 pitch 1/4"/1' + 1.� flow line +-I O' p Suffolk County, New York at 76,5' 1000 gallons Bottom of wall +6.0' y Contact TOS Engineering 1-1 9 2'x 8'd precast leaching SGTM# 1000-56-05-22 Backfill,OR Provide Engineer"s certification liquid concrete ring - solid one piece precast(� +4.66' 435 Bay Home Road / = +B.0,,concrete septic tank _ Area = 13,834.65 sot. ft. or .318 acres that the drainage has been installed to Code. APPROVAL OF STORM , ,TER MA,N ,t,ItNi 1 - Ct�TSTRdI �� `� � qdd C tr " �� water Level +2.4' iv Water Level +2.4' Southold, New York II0171 NOTES: Date: ( ?I` rt'' ;-.I •.,'' GROSS SECTION @SEPTIC TANK Approved b : • ,'ilk �',4 . . . scale I" = 10.0' Tax Map # 1000-56-05-22 1. Elevations are referenced to N.G.V.D. I0i88 Datum pp - 2. This property is in Flood Zone AE Elevation 6 as shown on flood Insurance NOTES: Mar. 27, 2014 I.,/Minimum leaching system for (3) bedrooms of 250 soL. ft of sidewall area I. Septic Tank for (3) bedroom is 1000 gallons Rate Map # 36103C0158H Zone AE: Base flood determined T .(5) pools of 2' deep x 8' die. 8' long x 4'-3" wide x 4'-6" liquid depth 3. All information taken from survey by Nathan Taft Corwin III 2.Leachinpools are to be of reinforcedprecast concrete rings with 2. Concrete 3000 psi min Land surve or dated April q, 200q g g 3. 3" wall thickness, 6" to and 4" bottom S - 4. Approximat-ly 300 cu yards of clean sand shall be needed for the sanitary system area covers, domes, and or slabs p 5. The Adjacent area ( total lot area minus wetlands) = 13,611 sot. ft. 3. All covers shall be reinforced precast concrete all reinforced for 500 psf The proposed lot coverage over the adjacent area = 1,676 sc'. ft. or 12.31% of adjacent area4. Seal all joints watertight 6. If in the future the septic system shall fail, it shall be removed, the material 4. Maintain 10' between leaching pools and water line 5. Install septic tank level on a 3" bed of compacted within the area removed and the system structure replaced inkind and inplace, 5. Maintain 8' between septic tank and leaching pools sand or pea gravel of I and backfilled with clean sand. 6. Maintain 10' between septic tank and house SURVEY OF LOT 20 MAP OF SUBDIVISION 441,2 '''WILLOW POINT FILE No. 4652 FILED JUNE 16, 1966 �4 NOTES: SITUATE . <Z() 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ARSHAMOMAQUE EXISTING ELEVATIONS ARE SHOWN 5 'C��A S) EXISTING CONTOUR LINES ARE SHOWN THUS: - — — — — —5— — — — — TOWN OF LD SUFFOLK COUNTYTY,, NE NEW YORK 2. FLOOD ZONE INFORMATION TAKEN FROM: S.C. TAX No. 1000-56-05-22 FLOOD INSURANCE RATE MAP No. 3610300158H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED SCALE 1 "=20' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. MARCH FEBRUARY 23, 20055 A ADDEDED PLOT PLAN MAY 17, 2005 UPDATE FOR BULKHEAD JANUARY 30, 2006 ADDED PROPOSED DECK R=25.89' APRIL 9, 2009 UPDATE SURVEY & LATH PROPOSED STRUCTURES L=39.76' MAY 22, 2009 ADDED 4' PATH OCTOBER 18, 2012 UPDATE SURVEY . '5',-, JANUARY 14, 2014 FOUNDATION LOCATION • G Sv AREA = 13,835 sq. ft. ttj LOT 0 (TO TIE UNE) 0.318 CIC. 7. DWELLING ts 9,4 tA 'off k ' 1.��r�9 , S82 � ' _ / Ilrp � 20' E r (104.47' F • "' ir ,, SLED AP, �R :•,;*, Y ` q IO � ZUDCCMO " ,' :.•:.,•:. •.1r188 QJFr_P` I� , Q LOT Q '� 95•83' ,. I \FLOATING DOCK , t . ,\ / • i %: % \ � O 3.2'S Beiniaisse;Biii. '_I9 Y ` \ -1DOCK . BOCK 1.2'S 0.9'S (r) a , nAk<t/ \�O x `fie ♦ I ` -----_—___L_ "IlL �Y Z °�. i ��5 ; x5-9 l / FIA ► �'0�' `� q I �o,pF \ ` / / / 3.5 I •�'"Q+ Tr,i r / M TEST HOLE DATA yo 41 k / xOF T�O��PG�'E��DP1C• \ OF s 'j w (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 14, 2005) '� /`k / ' SUIT S 2012 EL. 6.4' . • \ ! �4j ��\, 'P.. 9 k / �� / �� o 'zDeER e. \ 1 1 a �°• O D' DARK BROWN CLAYEY LOAM OL •.e ; , \ 44,c5ix 0. C k '`. �r/ F. Fy '9°494°40% G tii��' U.' BROWN BROWN CLAY CL . ' • / • / Ok' ' ch qui. dry ti &g / yn,P r \ //19 /8J o 2"N' , 0 /Ql 4O 14"9 3' o / o/ �� rp )1/ aP SrALE BROWN FINE SW , / �� ' TO COURSE SAND A yc+tia / / oc p k� — / ( . / c e EL. 2.4' 4, a \• �'°� / " 29TG�O t` .%o/ er k� 6' GROUND WATER"..��.` �j. \ kk° ` Oy o. / / ` x 4.' �� a�CJ' / /�� IN PALEWATER BROWN FINE SW J \ /y� �� TO COURSE SAND • Tr, .. .,/ / x \•�,. 's� '<:5 ' ..::. :. a9 10' / �i ° \ V / .1 X0 ,,,/.• / % so\ I .--- ,. .9 7 t'- 44' r'-'- ce ' • / / / / '°• / �'• 10 / HF x C. 6J , UNAUTHORIZED nIIS EYALTERATION OR ADDITIONF / O '4 •/ A t \, I,' / \ / �Z� OO/ EDUCATIONSECTION 209 LAWOF THE NEW YORK STATE 7 • < COPIES OF THIS SURVEY MAP NOT BEARING s• \ / / / p,101 �11 r�, (- --- THE LAND SURVEYOR'S INKED SEAL OR r� `!� x / /, \/ �w� -' n j '-'7'-'-7-,,_--,, , EMBOSSED SEAL SHALL NOT BE CONSIDERED Q ,' ,'__ I 'I,J TO BEA VALID TRUE COPY. 0,67 x e; • x / \ I A / eS). O� 1 _r Vi CERTIFICATIONS INDICATED HEREON SHALL RUN `"A. / A�, 107 O ' '' ONLY TO THE PERSON PREPARED AND ON H°IS BEHALFMTHE THEY ycs 4S. n be ! A D i/Li...,1TITLE COMPANY, GOVERNMENTAL AGENCY AND �i�,F F �)/ O�� pF G y/ / yo " , ' II L, L ?014LENDING INSTITUTION USTED HEREON, AND ,p 0I o% I O • op� TOU THE ASSIGNEES OF THE LENDINGVOT INS ER 9 I _ _✓ i TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. I I °' -__"-' - r + THE EXISTENCE OF RIGHTS OF WAY °• •• .. I I � AND/OR EASEMENTS O , IF O ANY, NOT SHOWN ARE FNOTCORDGUARANTEED. s \ PREPARED IN ACCORDANCE WITH THE MINIMUM ' !' • STANDARDS FOR TITLE SURVEYS AS DSABLITED Nathan Taft Corwin • ' • BY THE LIAA LS. AND APPROVED AND ADOPTEDD HI • x I .P FOR SUCH USE BY THE NEW YORK STATE LAND 4 \ TITLE ASSOCIATION. Land Surveyor , ,."�. 1 of ::.4,,:. ‘ • 1.7 /' ti'` ` Title Surveys — Subdivisions — Site Plans — Construction Layout ..•s. . . i .41,, i PHONE (631)727-2090 Fax (631)727-1727 c 1 rl / OFFICES LOCATED AT MAILING ADDRESS i 322 Roanoke Avenue P.O. Box 1931 s' N.Y:S.7tic.,.No:C50 67 Riverhead, New York 11901 Riverhead, New York 11901-0965 32-195 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SNS! E FA''MiI V Ptc:TFJ•lf r �4i4 FEB 4 2015 Ref.No. e, o -73 _ooYz Charles W. Southard Jr. s cr a disposal and +cf..c:u.l .,.. th .i an h2v(!ren L s I l� - �. / { Tii;: '1^,d: d Vede f supplyo i ties.,f s tcr, e A f' i E' ^:c a-d' 7 cerl Ed f y this��Ca'«rtr e t or oL`.s"a;�firies and found to )'_0", /- t•:;v istactory FORA MAXIMUM OF,. S 3 , BWDPOOMS. finished grade Canal to Sudd's Pond i d• // 435 Bay Home Road clean san•" and ' Walter J.HiEberi,f5 E✓.;vlia?` Southold, Nev. York 11x71 a_,, / gravel ba.kfill / ° �o� oa 1 1 I ` t. + `+ ` Office of Wastewater Mena ement f °� o 4 13)o b 0-el __ Phone (63U 4'71-5228 c,. , i o y/' °0 ,` l47/ ut (JI cwsarchitect@optonline.net :° ' waterproofing � i w To a Of L,„ '-'13 C;" . r p. *,,, Woo- 12" ck�iJ �'12" of gravel " o ��°o°o Pi ``vS • „ir TD +14.66' `'* _.f finished grade o �- �, _ backfill • � 4. i clean su (A unp 'e gravel -ckfiiko F # c) ' �'`: 1\``♦ Nev.`, APP High ,,,,,:+__...,A„, G„ .. _*gravel 1 Lot 18 \ ? +O anent Ht Wate �., 2'-O"rte 1 -O"��8 • b rt 1 1. `♦ �� 4m. �.A v 1 ' �' i(V G� 1 ` `♦/ .,?o \\•-•.,--,\--., Top` of existing Bulkhead 0 % 1, .I NO' c°ti 'A ?♦w:orae , - \� EG+6.o I +10.0' �� ♦ + O 1 �,� �_ `♦ � ( 1 TS +10.0' " 1 �O /� �`. 1 ed.ePdRwwkidnd �_ ns�� TGj +q.0' , _ 1 mob + ,`�(c..ci - 7- _s_y i - 7+7."15' ` �y�' oP - � � _ Top of existing Bulkhead ,-------- , 1 /he n - �� _ ' t d ads 0.6E OF TIDAL WNDS ' III t 1ffa UI 3'S '� ` FLAGGED BY 10_4 i I 1 'i ,• T +10.0' 6` 'Y. - ocroeER a,2012 + 1 I = \ \ 04 ', 1.2 ON 11 o/%,Yi S `•` TopoP • ave -ath -CONSULTANTS,INC. ws\\e em�,e , ryy,'+ ��$, ♦ 50'Non-Dieturba♦roe yp N.„___ �'� ' ,, +5A Non-FertIllzation 1*Zer �y,M\ In 6�(6','�V K ` k r I m \ REINFORCING BAR SCHEDULE 1 , •�� \ +4•f + \ I I �� 1- -v. +1 5' Tg +8.0' 61 e eta •. hay bales a $ G+B.•]� KEY REBAR SIZE REBAR SPACING `, clearh IYnB oro\\\ �s 50'Non-Die -- ce // „.--2... ' EG+6.2 '� �� i� g \ (fj' , Non-Fertnlzan•n Buffer , 4-1 / �'__ 6 ® R 4 18"O.G. y 14'+6.00 `V i / 1/ \ O • *5 18"O.G. \ \\V.1 1� // i 1 ® #4 12"O.G. IN• // li / +4,5 `�♦ ,' \` ' 9- • a 4 18"0.0. ZON AE 6 'i" '�,� .faked bales , 4JI'/6.66' ` `♦♦ ' - C --w.rr.. l............................. - � cl ng lkn�Arne i O /•'RETAINING WALL ZONE . V ;' 1C'\'' t <-- not to scale +� i \ 1 rte` y ' '- --�_ "` G 0.. Q e) f� y e. .i-♦',/ \, ., ` - - - fir J 1 \ ' \ 1 rye,,....., .- 0 / .rr-1,,C 56'-4� �' Ai 1 �D 1 ;' T6+1.00 / � k' •. 'rr l __T6-+Batt 1 / EG+6.4 100 O' // EL.6.4' erode 4.4 \�. I i i' - j rotahlny T6+e.00 /,\ N37d 14 50 W G ,\ ---------T6-39.00-- ;-- wall -., 1 +E..4 . ::/ Dark Brown \ 1 T6+9.00 ' I , =" �". -' - /r EL.5A' I. Loam OL 1 1 ( Top of grade+10.00 11111 t- , LI T6+10.00 I I_-t--/- / `E• •:: ` o.do r met ==ice 2551 _41-20.0(. I/ EL.4.4' Brown Clay GL \ ' 1 \ 1 I 1 / i +5.8 i 1 I II I i 1 i Wood Deck sl i -4,, 1 - 1 i i i' / EL.3.4' I o' 600 ♦I/ l Pale brown fins 7- cd t lea3 i�ng 7-- - to coarse sand SW § a 2, -A GARAGE 1 ILO* tin 6) �D EL.2.4' 4A' o BASEMENT los+b.o i 1 AS-BUILT Li; * 105+650 \-f j I I N GROUND WA-ER ! \ •.- , `1 I ! ---- I e'' (A Water In Pala brown fine I I //1'�tt1 \I I t10 to coarse sand 5W 4 a ng �� bo•. ill .////Il I I:..!_;_j-----------' tele• f /� __PAS) 4. -_ McDonald Geosclence * ``♦ ! ! \\ +1466' / ._. . 1;/ 11 SITE SANITARY' PLAN Janus 14,2005 n `♦ �y "�t . IR ' II 1 EDGE OF PAVEMENT Q `♦ D �p \ To of Fnd Wall+1•y� ;,1--25.,...,17 , �ll 1 I i 1 ,- TEST HOLE T6+10.00 2659TG+S.bE' 61 ! I lrZ 1 i' J ^, Q r `♦+S.U♦ s 1\_________a♦IOA' 'i eto%-J G+5.66' ! ,I T: +I 4 1 I \�Y Z �♦ LL1 ♦♦ I•. Tg_+9A' I 1 �Illl1i a step' ; l T-_+9.0', / \ 40.00• „„).) ,, , ,,, , B `y ♦`�.1 i i 7g+lod' '`♦ IT_ +1.o A,-- • ) finished + I `, ! --�♦ _ ; %;-- r w.o'' ` 1 � N To of Wall +10.8 -grade +10.0' 1L \ �.4 ``'- I `♦ Q '--o ♦ '41 1 p grade +9,0' grade +5.0' FEB0 rtry�1± ` I 4 +-0' Tg+BA' \ -� ♦ I - ♦ to FED Lll J \ 111 feet holo- ``t = , t O - :♦ fri7 r't-1 F,kt, .. co t - -`�_ ' % gravel +1.0' Top of Nall +1.5' %I ; -'\ g ♦♦ of Slab +6.5 0 I 1 TG+1.5 \\re; 0 9 1 {O i drNeway ; ♦ ♦` 10.50 ♦�`` CD Q o \-I'quid 10.00 /Bottom of Wall +6.0' O a< i F \♦ \\` €n $ e level Q Masonry wall BLDG.DEPT `� 9 F TO+5.0 o---. •p '5 6 Bottom of Leaching +4.a TOWN OF SOUTHOLD \ \r'� i ``-' (I) 4' dia cross over _ v+°\" Csf 1 fV \ I,•• water Level +2.4' pipes 5"above bo tom Ole PCO \ 125' I Z + +'t 5'I in \' TW+15' EP % r meter \ We// I +6. �+ oNBid +59 51+55' +so ; TG+as +4.2 1.0.0' � °W' 41/ GROSS SECTION © LEACHING t14' 50" \\ 1/ 0-4 a�,..- scale I" = 10.0' t / 1 MAP OF WILLOW POINT SUBDIVISION %♦�`, ►vy New Residence for 1 ., ., File*4652 Filed June 16, 1966 / finished Mr. 4 Mrs Charles Southard / EDGE OF PAVEMENT \`�`♦ finished 2' x 8'd recast leaching Situated At 1 I 4•g& ED E OF PAVENI 1T 9 e con�rete ring ARSHAMOMAQUE �' Top of wall +10.5 _, rade +lo.o' >- \` 1' �� `-`` top of Q cover m T6+8.0' le Town of Southold G7�-S i ciw ' Inv. +5.0' tank +8.5' cv _ i - TG+1.5' I c �� 'v' �,.. Top of wall +1.5' ' 4" sdr 35 1 e +1.15 flow line ,..may.. Top of Slab +6.5 O Suffolk County, New Yorkg snitch i/4"/I' • 1000 gqalio 0 0 (I) 4"crossover Bottom of Wall +5.0' BAY HOME ROAD ,* coarse sand • Iic�ufd +49' • • Invert+5.23 Masonry wall SGTM# 1000-56-05-22 ;s and ravel +2 92, _+3.25' Coarse sand - Area = 13,834.65 sct. ft. or .318 acres WATER MAIN MAIN book,I I \ Water Level +2.4' SITE PLAN CROSS SECTION @SEPTIC TANK scale I" = 20.0' scale l" = 10.0' NOTES: I. Elevations are referenced to N.G.V.D. Ia88 Datum 435 Bay Home Road 2. This property is in Flood Zone AE Elevation 6 $ X as shown on flood Insurance NOTES: Southold, New York Ilcill Rate Map # 36103G0158H Zone AE: Base flood determined 3. All information taken from survey by Nathan Taft Corwin III I. Septic Tank for (3) bedroom is 1000 gallons I. leachingstem for (3) bedrooms of 250 s ft of sidewall area Land Surveyor dated Aril �1, 20061, modified J 14, 2014 8' long x 4'-3" wide x 4'-6" licuid depth system �' Tax Map # 1000-56-05-22 y p on January 2. Concrete 3000 psi min (5) pools of 2' deep x 8' dia. 4. The total lot area = 13,834.6 sq.. ft. Nov. 4, 2014 5. The Adjacent area ( total lot area minus wetlands) -- 13,610 s ft. 3. 3" wall thickness, 6" top and 4" bottom 2.Leaching pools are of reinforced precast concrete rings with Dec. 23, 2014 21•. all reinforced for 300 psf covers, domes, and or slabs 6. Impervious coverage area = 1616 sci. ft Building Acre' 4. Seal all joints watertight 3. All covers reinforced precast concrete = 145 act. ft stone/cont walk $ wall 5. Septic tank installed level on a 3" bed of compactedS _ 1. Pervious coverage area = 361 scq. ft Raised wood decks sand 4. 10 between leaching pools and water line = 1161 set,. ft gravel driveway 5. 8' between septic tank and leaching pools 8. The proposed lot coverage over the adjacent area = 1,821 scq. ft./ 13,610 or 13.38 % of adjacent area of I SURVEY OF LOT 20 MAP OF SUBDIVISION WILLOW POINT FILE No. 4652 FILED JUNE 16, 1966 �� SITUATED AT 4° ARSHAMOMAQUE °,p TOWN OF SOUTH-OLD �4 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-56-05-22 �� SCALE 1"=30' MARCH 30, 2003 FEBRUARY 23, 2005 ADDED PLOT PLAN MAY 17, 2005 UPDATE FOR BULKHEAD JANUARY 30, 2006 ADDED PROPOSED DECK APRIL 9, 2009 UPDATE SURVEY & LATH PROPOSED STRUCTURES MAY 22, 2009 ADDED 4' PATH R=25.89' AREA = 13,834.65 sq. ft. L=39.76' (TO TIE UNE) 0.318 CIC, isLi .r1 • CO F ry � .5' Q\, ' • tor 18 CERTIFIED TO: Ir. 0 OwELLIN CAROLINE FORD ,s• r/.V (USES PUBIJC WA7GER) ESTATE OF GEORGE GOLDNER es O V r '/ ^ Q.g9 c:31 �6 5.6 S 82°5 1'20" E I (104.47' FLED MAP) - "aie'.. 0 MI E' ^rM n//r IOIl�O� J�000PCONC.imp MON /9S. v '.' ., II �NFyO (DO" "--2::;V� 19LOT20 s483� :'.: : • . �oa�oa`" O.00 \, \\.\c", U• (VACANT) L 11 / 11E5 . w!O\.�c, ,+ 4 -1-- 3.z's I . .owe° , loo -f -----75, ---- 4 I • ,s,,z firo xy``` xZ TOWI'E PATH THROUGH50'BU 110�O�O�Z •�y tT0 / WO�ECLEAREDAND MAIMAINEF� n� 3z Q• mlv • , Q�QJ xs4 4� p (�G / v '': 1 c O \ (,\O �O, �_cnCo / o S '� 50' Ff x�s::as�_ / FENce ;,- , 11 ,p.07 U �' NOTES: S xsa <y", . ... <-, F 7. • - UM,c,gig So ' ,; 1 % ,, ,... 'p p, 1. ELEVATIONS ARE REFERENCED TO N.G.V.D_ 1929 DATUM •. . <. • \ Oa • A o-Y' , ir.‹,.,.,` :.:.'p,--:::.7...-y.. .''. -:::•:... ,5, <9 / B SNP j,,Ctr t SZ-NW'UFcE•, F �y°� eG� °N�B4yrC�O 0��,n EXISTING ELEVATIONS ARE SHOWN THUS:3.Q EXISTING CONTOUR LINES ARE SHOWN THUS:- - --6- - - -" tGV j 1> I i4i4i4c1 .. . -::::.::�� >y eE S1NR OA N 'al) u9 i Eto4gr ��, 6 tHE O N ��'(\a s)X,4 EAC" 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS. • \y3 �Vi • ........;›, ),'A �� \ ` 5 FEj-\� P e o / ct;Z I 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP . . •'°_ . c,;'6e, % // S S T�C`O ). : • ,��'-/ /' 4j f\\� 3. MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. G \ .P ,O �I/ `9,5y,, 2 �•1(0.•�s_ •:...::.:. .\g` / ��' p 5 POOL; 2' DEEP, 8' dia. p 0�. .� d ti c"d / 1 0 x •.! •\ d /i //��/J \ \ 6" ' V.OG :_. .. / \5/� �•�� PROPOSED EXPANSION POOL J` p Q/ Q,- -O' 5 .. .. .... / �P L 1..O . O 0. .,.:: . x A, y�"6- % / ,ot G -/Z • PROPOSED LEACHING POOL P .1 P. .• p,/ . -• `, eon 1'`I x T ':: J. 'Y�. .:, �f_ - `' EPs / s ��/� PROPOSED SEPTIC TANK --\ - ''ti\% \O "� :• /� z,y // 511�'G 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD `C • (C� <)---I � .. • , B i OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �. 4.pis\ / `',., , qi\ 0 .0.. �\l • .P.- �// �;� 0 9 1S),.." 5. THIS PROPERTY IS IN FLOOD ZONE AE EL 8 AS SHOWN ON / QQ p • 1SOA FLOOD INSURANCE RATE MAP No. 3610300158 G RMINED / QPM \ •• Q�OJ� /'i��'S• / \ Os n 6. APPROXIMATLYZONE AE: A300SE Lcucu. yds.AOFNCLEAN S E SAND SHALL BE NEEDED FOR /q. `j'��`• < .�� K� IV J / s�j� / ..iL :.Lt II.. ii;o,Liw Hn .+. ^ oap°76, •• a J ., V OPV , p'�Vs ` 7. THE PHYSICAL ADDRESS OF THIS PROPERTY IS: Q., 435 BAY HOME ROAD, SOUTHOLD, NEW YORK 4°.‘9,p, y r ' •! + ''x QF-<(<, I AV Opd 8. THE ADJACENT AREA (TOTAL LOT AREA MINUS THE WETLAND AREA) = 13,610 sq. ft. y / b °°q y x ,� •� I . I '�1 THE PROPOSED LOT COVERAGE OVER THE ADJACENT AREA = 1,980 sq. ft. s . 4".12\ �a G+ \� ��} OR 14.5% OF ADJACENT AREA. !mayc's /Cn .p 6 ,,, ° I ! V' I O d E'�,, �•J/ -7 •, F e e o �i \n 115 1 ' N" "00i .15° . 1I OI GA . . 1 I I '��, • I \1\ ,o$ vie 0JG `�1 0 ••-•'1. I \)6 <‹\ • .0 \ oi U -I 1 I '1 Ii 'I I . i) 1' UNAUTHORIZED ALTERATION OR ADDITION It • Irl •r,,i TO THIS SURVEY IS A VIOLATION OF E OARD TRUST. SECTION 7209 OF THE NEW YORK STATE _, , 1 OF f J a3 EDUCATION LAW. F', COPIES OF THIS SURVEY MAP NOT BEARING c ' i TOWN N OF SOUTHOLD THE LAND SURVEYOR'S INKED SEAL OR cS.-) , EMBOSSED SEAL SHALL NOT BE CONSIDERED PROPOSED CONC. RETAINING WALL DETAIL �� TO BE A VALID TRUE COPY. (NOT TO SCALE) I , /9/� / 0 V N �! CERTIFICATIONS INDICATED HEREON SHALL RUN B" ONLY TO THE PERSON FOR WHOM THE SURVEY FINISHED GRADE - - IS PREPARED, AND ON HIS BEHALF TO THE ��,;�,�,�� s7 /� .�,et- LENDING TITLE rINSTITUTIONPANY, ELISTEDTAL HEREON,AGENCY > TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. O No. 4 REBAR A � - PROPOSED SEPTIC SYSTEM DETAIL m r Q.D. HOUSE (NOT TO SCALE) No. 4 REBAR v TEST HOLE DATA ELEV. 13.0 ® z' O.C. ,� THE EXISTENCE OF RIGHTS OF WAY FINISH GRADE FINISHED GRADE FINISHED GRADE �� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 14, 2005) AND/OR EASEMENTS OF RECORD, IF ELEV. 9.8' a PI►•O ANY, NOT SHOWN ARE NOT GUARANTEED. if ELEV. 10.6' �, �� EL. 7.3 MEMBRANE WATERPROOFING -�,�,�;,��';, / O' SEPTIC SYSTEM SIDE ►:-�� I� / DARK BROWN CLAYEY LOAM OL TOP EL. 9.6'x.. r? Fr---1' MIN. TOP EL. 8.8'- -t-1' MIN. /\ 1. MIN. 4" DIA. r6" SEPTIC I LEACHING T 3' CLEAN INV. EL.� APPROVED PIPE ( TANK APPROVED PIPE ( POOL LEACHING f SAND BROWN CLAY CL PREPARED IN ACCORDANCE WITH THE MINIMUM 83' min. PITCH 1/4'/1' - min. PITCH 1/8"/1' INV. EL. 8.0' POOL pr.? COLLAR ro 3. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED -INV. EL. 8.6' INV. EL. • I I- I i' 1' PALE BROWN FINE SW BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Nathan Toft Corwin I I I �8'-+-1 8.1' 8'7--4- � I� 8' Z(!" q EL. 3.3 •'o TO COURSE SAND FOR SUCH USE BY THE NEW YORK STATE LAND 8" 4' TITLE ASSOCIATI N,•••.' = GROUND WATER'vv '"" �1 DISTRIBUTION POOL OF /\... �I ��f i. Land Surveyor BOT. EL. 6.3' GROUND WATER No. 3 REBAR 0 12" a '--/�-/`/� ��,,cc.,,/"`�""�' WATER IN ! 1 I \O 5 POOL SYSTEM ELEV. 3.0' 0.C, , PALE BROWN FINE SW j., , „ TO COURSE SAND Gj Cr t SEPTIC TANK (1) � �� 5 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (5) . :. Is 2" z �.i..��. �` rvc'1 :, 1 TANK; 8' LONG, 4'-3"WIDE, 6'-7" DEEP • ^� 10' ^< '�"', a=e, •�"" ..Tr 1. MINIMUM LEACHING SYSTEM FOR A 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ,<'1` hr�l • Title Surveys - Subdivisions - Site Plans - Construction Layout 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. �' °' cy amu'..,"ih`,•' 3. WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) f{0 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psi. LEACHING STRUCTURES. SOLID DOMES AND/OR SLABS. - E 4�'• '� I�" s 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. No. 3,REBAR 0 18"O.C. �� . / PHONE (631)727-2090 Fax (631)727-1727 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). .� 1 7 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX.TOLERANCE OF f1/4") 4. A 10' min, DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. <,...," ' ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. / x 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. . c'r A^ � OFFICES LOCATED AT MAILING ADDRESS �Vt J-ri:)-'' '`S` 'AV' 322 Roanoke Avenue P.O. Box 1931 i+�� N.Y.S. Lic. No. 50467 Riverhead, New York 11901 Riverhead, New York 11901-0965 23-096F1 1 SURVEY OF LOT 20 O''' MAPWILLOWOFSUBDIVISIONPOINT� �� FILE No. 4652 FILED JUNE 16, 1966 4 NOTES: SITUATE ,c. DI ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ARSHAMOMAQUE � �� EXISTING ELEVATIONS ARE SHOWN THUS: --UEXISTING CONTOUR LINES ARE SHOWN THUS: — — — — — —5— — — — — TOWN OF SOUTHOLD 2. FLOOD ZONE INFORMATION TAKEN FROM: SUFFOLK COUNTY, NEW YORK FLOOD INSURANCE RATE MAP No. 3610300158H S.C. TAX No. 1000-56-05-22 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED SCALE 1 "=20' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. MARCH 30, 2003 FEBRUARY 23, 2005 ADDED PLOT PLAN MAY 17, 2005 UPDATE FOR BULKHEAD R=25.89' JANUARY 30, 2006 ADDED PROPOSED DECK L=39.76' APRIL 9, 2009 UPDATE SURVEY & LATH PROPOSED STRUCTURES • MAY 22, 2009 ADDED 4' PATH OCTOBER 18, 2012 UPDATE SURVEY 0c, JANUARY 14, 2014 FOUNDATION LOCATION s� `� AREA = 13,835 sq. ft. 11j LOT (TO TIE UNE) 0.318 C1C. Ir o DWELL G F ti� a`� ;1; 1q1 �� nn� ..f. AA o S 2 51 '20" % 104. FLED MAP) . '�"fl .�,__ 1°(' J COUND E iRT:: t:' o �f C) LOT 95,83' :• ..$' FLOATING DOCK O tip14 0 ...� �■.. �. I� Q, \,--- J � / 3.2'S /I/II.I.• aL ``! DOCK , n q T� Q•1`` i — _/ _____—_— I 1.2'5 0.BS V (/1 W I of,e \ ` x�5 /J 144 �°�� F l �,, �' ��4 \ / / \ _ `�°' �'' `4 � TEST HOLE DATA X OS w �� \ �_ • / / OF I IGF= S, + (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 14, 2005) \ �� ! \, 99 •e. / , FS'T4 0 OBS 9. 2012 1 \ , O _.1 EL. 6.4' AD I III' k , �G, ON 1 I nd O. b 1 r \ k/1 n' X 6.D k' o \ \� I� ad S v DARK BROWN CLAYEY LOAM OL 0 z:sj / / �O,y �� 1' ct,9t� . LG(-y�c'y�' "� BROWN CLAY CL n o o o > 4W� 3' a. • °�GtiO °Q V. �� / �� G,�� T • PALE BROWN FINE SW ' \ / o� O •,3 — — — , / j ' • • • a, TO COURSE SAND a a ' o / 2a G 0 /' �' , F EL. 2.4' . ,L ?• /� wk 9oy� \ / / �� Oo GROUND WATER 4' >• • k / / c> /-/��_ WATER IN J \ / " / 5.6 X /.(6.-.,....L., � PALE BROWN FINE SW / • TO COURSE SAND e is '/ • , / /� \'''a ,41) 5 A./J.,/ r.9 �J 10' • ,A • / / x.;.111 / / 2°ti �.. 1 : v 7 oe `F \„ / ,� ,;,,y� NF k (F4 s O \ I ti/ / / / , ION OF / J UNAUTHORIZED ALTERATION OR ADDITION TO THIS'/ • At • I oi' / / 0 SECTION 7209RFSTHEN EWTYORK STATE �� e \ / S+ �5�" O< EDUCATION LAW. � ` /I • / / / Srittsitsc,` COPIES OF THIS SURVEY MAP NOT BEARING E COPY. r?b ,c\ v X / 7.0 1_ lr' �0\ THE LAND SURVEYOR'S INKED SEAL OR O '9 x 1 I �� / ��' EMBOSSED SEAL SHALL NOT BE CONSIDERED <44 e• At*,,,t4. \ I I ••••. �O / o O� CD CTOERTIFlCATIONBE A IS INDD ICATED HEREON SHALL RUN O O\ I��O�� O� c�,6..1e. �/ t p ONLY TO THE PERSON FOR WHOM THE SURVEY Y IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND N(jo / V TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. ,s� • 's 0 0� .t •. CERTIFICATIONS ARE NOT TRANSFERABLE. 0.•1'.ii, as yO THEEXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF a.a ANY, NOT SHOWN ARE NOT GUARANTEED. . . .., 1.... V.-; I T‘ • I \ PREPARED IN ACCORDANCE WITH THE MINIMUM I • STANDARDS FOR TITLE SURVEYS AS ESTABLISHED x "..q� \ • FOR SUCHI USE BY THE NEVI S. AND YORK"STATEOPTED LAND Lathan Taft Corwin III TITLE ASSOCIATION. - Land Surveyor �• , 'h... t. ' If # .., 4 • r \ Title Surveys — Subdivisions — Site Plans — Construction Layout 1)1 (! PHONE (631)727-2090 Fax (631)727-1727 '` /� OFRCES LOCATED AT MAILING ADDRESS -:;\~ F._ P.O. Box 1931 t -. �, ' .�"�� 322 Roanoke Avenue N.Y.S:'Lic:1Jo. 0467 Riverhead, New York 11901 Riverhead, New York 11901-0965 /, -3 ----) °. --. 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / TG +1.0/ GharlesiV. South( / to co ARCM\\I T 1 , — �\-+ + \ - - / I TG +8.0 H 7 lx,Iter's Edg / / 3T-4" (n / Smith\Point, New Yor — (2) 2x 10 grider t TG +W — Phon8 (631) 4t1-522 --- - - - ` T� J I�-I I� \ Fax (63 _ / \ F I) 4j1-522' o — E = 1 --\.: :: in.O- - - - // Top of Deck +15.55 v I 0 _ TG 10.0 v + - -_ - _. _ 2 -_ ___ - - - _ - x I r / O OI + to _____________________„...____________ ._......_____._..„....:.................________ . / 6 I - - O � 2 str'nge \ 0 - I` I"f 8 IO O at-o" p II I 11 I 11 x x I in o o `�� - __ Top of grade +6.00 Q (3) 5 bars I. \- �\ - - \ \ _) _ 10 grider - I - - J--7„..,,,W-, - - - -- - - 10"x24" footing TopThl of Fnd. 10.6713 To of Fnd. + IO.E- / 30-0 t1 — \ \ �I ` I `� I - - L I _\ ` 2/Sxs/8 \ - I o d- \ -- r11 1 - , , \ I ly I/2° L " STORAGE III 4'-4° - �� 3'-8 �2'-5' 2-5 2'- I 4" x I --- / - \i -�i��.� _.�/ _t 3 O 4 4 : r 16-4 �'/L (3\2/5 x I/8 �w� --V- _\ _J .� r 4} �� d Top �f Fnd. +p�6.50 �, J 2 x 8 floor.\st 2 x 8 floor.\st _` ` L 2 x 8 floor. st To of Fnd. - 10.67 \ 16" O.G. 0 \ g 16" o.G. N 2 x 8 floor. ,jst 0' J p 2x6 stud wall o v I (N o iL o \ \ I6° o.� XIII \ is" o.G. HI K 1111 - .9 III / 6'-O" _ � BASEMENT -0 - - � m 2I'-4" b' 6/ m N -F. d) f=i #F..50 -I- - _ _ _ - / -4- I3'-2" / / 6,_e,...- / / 4'-4" if) / � v Top of Fin. Fl + 6.50 _ x O \ I I 3'x I' o o ( 'op of Fin. FI + 6.00 ° o ° LuLl I- !II ° I- I I m III 3'x.1xl' ` I I o - I I ,.______\ BASEMENT L J x ° L J m 3 1/2" steel L / tally column l N / II'-2" II'-2" / .0 .(3-3- i''' O 0' 5/8" tpe "X" I- /i/ - (9 9 \ \ z \ \ \ \ _\ o III O I I O II gyp bd w t 1 \ I I + M 11 I 11 /4 ceiling 0— N \i! �- _ - — I �/ II'-2" 5,_s„ cx S-5 / 10'-II° L J 11.1 c0 -1(5) �I 3'x3 I' \/ _ _ _ _ _ - - - - m � r r 1 3/4 x 01 1/4 micr�olam7 (3) 13/4 x �i 1/4 mic^ola I i\ \ _ r 0 E 1x1 L I J L_ J 1 J ' III GARAGE o - rn c 1 \-1 J iv 3' xl' =' 3'x3'xl' /6x6/1 Top of Fin. Fl + 6.00 L o O C d- N 3/4 hr r L 0 ^,_ 7 ) 2 x lO girder I- - -1 (3) 2 x 10 girder 2 x 8 floor. Jst 2 x 8 floor. est 0-1 9 N ii_ 71- /-1-- O V \ I I \r I t) \ 11 \ OI v \ " \ O # ry -X 13 0_ 0_ L _ I6 O.G. 16 O.G. 0_ iO = 0,III • L II J L _ J v II in �x II o_ Cr') o H = 0 3 x iv 3'x3'x1' 8x16" footing rJ ILIm i- _ N x �, _\ lu A SSTS24 X 5/8 oi m I Top of Fnd. + 10.67 `� \ i m I-- S �f�se Section East/ w `� m r- ,. \ I r Top of Ft . + 61� -I- -1 -I 231 o" II ` I I g I I - II I- 22' 4 � ,, Scale: 1/4" = I'-O" �'� -- 2 -011 I/�'i I lo'-O" �t ��-� 2x6 stud wall (3 #5 bars L� - \ L 8x16" footing 3'-4" l'7' 3'-4" i I d- I Top of Fin. FI +r 66 10"x24" footingJ I / s / I Top of plat + 14.72 I- J- s Z . - � I � `�a Tom of Fnd. + 10.6 . -� \ —� iTi in To of =nd. + - rpiite \ ! 1 2 1/2" Top of Ftg. + 6.11 r Top of erode 4'.... 0-1___ - _I--- Top of Ftg. +3.16 11) 1 I /1'-8"/ — -- 20'-+" /I'-8"/ 0 • Holddowns to be min. 14 guage x 3" wide BGsel�ont I®®1� an • IN lio'=o° - - J " + Metal w/ min. holddown capacity 3000# 23-8 _ Scale: I/4" = I"-O" I (t1 � � ,,, corners Fastened as per manufacturer Ground water + 2.4 r \ + - / �" . �x \ \ \ Tip o Slab o Tco of grade +5.25 4- ;,=�. �j/ Endwall -I I� -I 0 . ,,..� i, Ufa t • °° ° Corner stud connected + I O.i RE I NECRG I NS BAR SCHEDULE o O �/ I. / °° to transfer shear °° 1 I � KEY REBAR SIZE REBAR SPACING K ° ° 2-16d common nails I asphalt roof ° �6" o.c. • shingles with :_ - - - — o # - o 0 i / ® Ice , water......... L - 8 O.G. ~ / \ ' ° 5/8 dia. Anchor bolt • / -5 I/2 / - Min. 7" into Foundation ® # 12 O.G. -77,.' 7......H-:.,' ..... ...,:i NNNN.. , .., ., .7...„ _ ___ shield ® eaves .,\,\tvdt. • , [ ; 01 valleys y Foundation t . © # . 12" o.G. Io Fo dat' n Plan Ea ' Elevation $ Section/ ' . . . . . ,_. 711 I , u o 06) \\Aey , . . �OO \ Foundation Wall • Fnot to sc, le- ON • in I :.: „I : ' l j m p cementions plank siding ' � 3q ,. .., s,_ s,,, Top of grade +S.Oo . i3- fA / • N — — _� - - \ / � ' Ei \ l __ _, — � - -fo--- o 2'-61 _ __ _ _ ___ ___ _ _ __ _ _ _ _ = 11 , . tY®rner c® iGld®wn ®nneG i®n • 1 Bay � ome House N.T.S. I0 • O ' x6" or 4"x4" treated �j ( -, : .. : . .. .-•- � - - , , ,jni - a. O r post iiir,r, 11 ✓�' , ,,,, ,•. , . , . : I . . : . , , . . . : : • , : , . : , K 011 i i l 0 1L FF +15.33 0 14 guage metal strap 1 . 9 9 p --� Ir ar rr it it rr r it r� it r w O o - fastend as per manufacturer _ p - - -'- -.-_ - - - - - = L - r rr rr II II IV u tr rr rr rr cr n r� �' Q I , , � I • + o zr'x4" metol base anchor I--- 12 ua e metal base Firdill 410 p fastened as per manufacturer `,v 435 Bay Home Road concrete I TGG +10.0 K foundation Southold, New York is-4 ` J v ., clean fill 1' 1 yy v v ✓ ✓ Y : r ! v v v • v v w .Y t, l ' ' a v .✓ Y JY r ✓ i J , J i '1 J v J J 1 J vv Y I , i, • , , I r - 4 1 J J 3 v J v • 1 1 v 1 v v ✓ • J v , v W v ' ', • ' ', I , v LV 1, i .1, 1., J' L � w y Y I, 1. . J1 v I 1 Y , A, J L, V r d . v �. v ✓ I; r. ✓ r . . . 1 v v v ' Y V V v v . Jl , r _ J v w . O 0 O — !- Ili Top of grade +4.5 Ier ®S Bose Anchor July 13, 2001 April 8 2014 1 i � • � I t \ TOS-.+7.11.l� N.T.S. — Eos; - ovation Scale: 1/4" = 1'-0" of 4 I ' / Charles W. Southard Jr. 6'-4" • Rafter connectors as required I T 1-1/4" x 20 gunge steel strap w/ DECK holddown capacity of 135 pp rafter Water's Edge 8-1 1/2" I1 I H II I I II Smith Point, New York IIci6-1 --4 / bo'-o" (1) 5/0 x 4/0 fxd (1) 5/0 x 4/0 fxd DOUBLE TOP PLATE (I) 2/5 x 4/0 fxd with (I) 2/5 x 4/0 fxd with Attic Floor 1i 1 �1 11 11 17'-8" 18'-8" (1) 2/5 x I/8 awn above 23'-8" (1) 2/5 x 1/8 awn above Roof Fra - - - - - - - 2X6 BLOCKING Phone (631) 471-5228 E ming I� -I I �I 1T - -TI AT SEAMS I/2" 2'-5° 3" 2'-5' 3" 2'-l0" 2'-8" 2'-5° 1'-q 1/2' / I 11 I TO ENSURE LOAD PATH TRANSFER Fax (631) 471-522c1 )2-/ ♦ N 2'-8' 3'-8' 3' 3'-8" I -7" I -'1" 3'-8' 3" 3-8" 2-8 \ MIMI I AX A A N 1I 2X6 WALL STUDS �� ;� v 6 His!i�6l.�.��4�9�� E =ilim � ap � HiTIS/S2 PLYWOOD SHEATHING (2) /5 x 4/0 fxd `9 2. i • ' `r -' ,� II I 1 II g (2) 2 5 x I/8 awn above X 4--O" 2'-O" Header I I '1� WITH JOINTS STAGGERED 11'-2" 5'-O" -7 I/2"' 3'-8" /3, 3'-8" 3" 3'-8" 3" 3'-8" I'-7�1/,"2/6 x 6/% E 2 x 8 floor estII 16" O.4 . A A I I I SHEATHING SHALL OVERLAP AT WINDOW 4 DOOR I. Iii 2x8 Contin ous band beam = I �,in I -7I Ir -IF -� �I / HEADS TO ALLOW LOAD TRANSFER AROUND • ; I Cripple Studs OPENINGS TO COLLECTORS/DRAG STRUTS ""\ 41111111W 2 8 floor4) . jst ( :dl 1- .1.111.11. . .....m, ,,.. %. , =� 1 (typ. Connections Required) I II II I (4)3/8 x 4/0 fxd with I 2nd Floor I II 16 O.G. BST}-} (4) 3/f3 x I/8 awn above s. I I L - \ _� I II II TYPICAL FRAMED OPENING x lift connector 1 I o- I p s as re wired / I q II II co - 1I �._ 3-8 ;-,'-4OI I I I Iv III p - point "A" See Design "Notes = -- BEDROOM X in si10 / I I7'-2" 2'_011 13 m _ For windspeed For applicability / 1� II �I 2X6 BLOCKING AT SEAMS I O T'_ t II II 1 II TO ENSURE LOAD PATH TRANSFER / gas fireplace w/Blas- N Header Studs II II II I N C�RvT BOOM r - _ _ s I5/32" PLYWOOD SHEATHING N d doors, make up air, a'-0" 0 0 I II III Illy S 3'-8" v 18" non- combustibl= 4�-• - J IT I T I- III III II WITH JOINTS STAGGERED N o '�.' II o I I Nd 'Uplift I I I I = 1 I /��I II - KITCHEN I I 1 Zn 0 I 6 2X6 WALL STUDS in 2/4 x6/8 6-�/� N O • I I Renlne ed r I l I I I = III I I I BOTTOM PLATE N y cv Top of Fin. FI + 15.33 1 5'-6" I I f I I I I III / 2X6 SILL PLATE o N t` '- v o I I I 1st Floor - II = y IL _ =711.=1/11 - /O - = _ 4' @ ` -' w • m A A - -ILII - - -I )L -I 1- ' -f / 3'-6" , cv 5' 4 '_6 _ �, _ ` o NOTE: ALL SHEATHING SHALL B5 INSTALLED IN STRICT -- 1ifl / 8'-2 1/2" 10'-51/2" / / O I in II S _ARI�IAL_ DETAIL AI T- /4 x6/8 (3) 3/4 x d 1/4 microlaM (3) 13/4 x d 1/4 m crolam 11 -2 � DEVIATIONNFROMCE TD HD GN SHOWN MAY REQ ESIGN REFERENCE. NY _ _ _ Openinc Framing Detail 'RAYED OPENING DETAIL ADD DIRE - o ►� rin ' Scale: 1/2"=1'-O" ADDITIONAL STRAPPING. �2 x 8 floor. std v 6 I 2 x 8 floor. jst �+ Scale: I/2"=1'-O" x CO l0 ® N N ry c� ' X _ • 0 cv X O - 16" O.G. rn \ ci 16" o.G. I `_ ENTRY N �\OTI S : m m . (3) 2x8 (5) 2x8 c0 - - - - m- - N o I. The window sizes and styles shown on these drawings refer to "Anderson Corporation "Series 400 products. x 3' 4" �r _ XIII DINING ROCS( This is for the purpose of illustration only. BEDROOM - r (N 3'-o"N cv • m 2. The connectors required or shown on these drawings for Hurricane Resistant Residential Construction shall �v S meet or exceed the design requirement as shown on these drawings and shall be installed in accordance with the LAUNDRY m � Q T� • 0 FOm the manufacturers requirements. The contractor may used any product which will provide these design specifications. ir ' �' Products as manufactured by "Simpson Strongtie" are shown for the purpose of illustration and compliance only. I- _ I P y 8 4' = 8'-2" III / / �/ �� , �,�, 3'-6" 3'-0" 3'-6" �' I 16-0 3. These construction documents have been prepared by or under the direction of the Architect whose. seal and signature -O 5'-4" t+ / m have been affixed upon these documents. Any addition, deletion, or revision to these documents or the work performed 2/5 x 4/0 csmt `r (2) 2/5 x 4/0 csmt in accordance with these documents, is in violation of the New York State Licensing Law, and anyone who directs st ill � these additions, deletions or revisions will be held responsible. .1-cl a • ,' / �'-8" / 2'-5" / 16'-3" / 3_6 1-3" / 2'-5" // 2'-5" / q'_3 W 0 4 1/2" in10-O GENERAL NOTES: / 26'-4" / ' " / 23'-8 / I. Contractor shall verify conditions and dimensions and notify Architect ' ` of inconsistencies, prior to proceecing with any work. T j rs t'F l O O f' F i Q - 2. The Architect is not responsible for construction supervision unless specified by written contract. Scale: I/4" = I'-O" i in 3. All work shall be done in accordance with all Federal, Residential Code of New York State, WFCM, 4 local Building Codes \ 4. All electrical work shall be done in accordance with the National .------ ., Electrical Gode, the Board of Fire Underwriters, and Residential Code of NYS, „.<_=-48 :--2,4,12-6)-'-,'„\\ continuous ridgevent pt(-, j,i{. Vt,C`i,/,h\\ Part VIII, chapters 53-42. continuous ridge vent 12 5. All plumbing work shall comply with the Residential Code of NYS, Part VII, chapters 25-52. ,i•_'- '.r' A. `e'--‘ 2x10 Ridg- = •m I� 6. Do not scale these drawings. Refer to written dimensions. ; .. i) 2x10 Ridge Beam III ` ` 7. Basments with habitable space and every sleeping room shall have at least one openable t, ;n\i `;+ emergency escape and rescue opening. Where emergency escape o ein s a t p ♦ Architectural asphalt shingles g y p p g g y p p g re provided �+�'-�;� gg theyshall have a sill height of not more than 44 inches. �'' %J 1� `\ accordance with section RZg05.2, Detail "A" m rx8 - - ♦ IS# felt, 1/2" plywood sheathing All emergency and escape windows shall have a minimum net clear opening of 5.7 sq.ft. ® 40/il 4. 0oof ra Grade floors shall have a minimum net clear opening of 5.0 sq.ft. / - q The minimum net clear opeing height shall be 24 inches and the minimum opeing width shall be 20 inches • / ' 8. All glazing shall have a minimum classification rating in accordance table R308.3 2x6 Ceiling Joists g 16 0. \` � from the Residential Code of N.Y.S. Windows 4 Glass doors shall be in accordance with Section 8613. insulation baffles * 2x6 Ceiling Joists C� 16" o.c. And designed with exterior wind pressure based on 120 m.p.h. winds. 1st $ 2nd Floor Plans r.-# -..„.„..„ iii �� 12" R-42 batt insulation cl. Handrails shall be provided on at least one side of each stairway with two or more risers AI \14.is Min. I" airspace to be maintained g \ location of all ridge 4 soffit vents Handrailnot height, measured ind eabove stair tread nosings, shall not be less than 34 inches g and more than 58 inches. 18'-8" MI II'-l0" / II'-l0" �` 10. Provide stairway illumination directly over each stairway section in accordance with the Residential code of NYS section R303.6 ir o o Aluminum Gutters 4 leaders Detail "3' _ vented soffit y d II. All "Treated" lumber to be pressure preservatively treated and naturally resistant wood. 3/4 T4G I wood sheathin _ _ O �t O Pressure preservative) treated wood and naturally termite resistant wooshall not be used as a ' p y g ---•- 3/4 T4G plywood sheathing in T- Physical barrier unless a barrier can be inspected for termite shelter tubes as per R320.1 of RCNYS glued 4 screwed to joists glued 4 screwed to joists -,6- TOS TOS +25.00 TOS +25.00 ry GON�TRUG�10'\ NOTES: _� \ E.� p : 2 x 6 studs 16" o.c., �; - =�, N 1/2" plywood sheathing, cementious m - O plank siding, 1/2" Sheetrock, 5 1/2" I. All footings shall bear on undisturbed soil of 11/2 ton bearing capacity. / , 17_8 1=15'-2 -,- ;j- R-21 Insulation.and R-5 rigid insulation 2. Concrete for footings and foundation walls shall be 5000 psi @ 25 days p m on exterior. Note: All insulation and have between 5% and 7% air entrainment by volume iv to be installed IN/ moisture vapor 3. All concrete slabs shall be placed on clean fill, compacted to cis% density. Bay Home House =, Io I retarder on warm-in-winter side 4. Concrete for garage slabs, and concrete exposed to the weather shall be ' 0 _in accordance with section R310 3500psi @ 25 days and have between 5% and 7% air entrainment by volume `fl 1 -5 1/. 3/4 -4G plywood sheathing 3'-2" 3t2° N 5. All lumber shall be construction grade, Hem-Fir, 850 psi strength. lued screwed to thin 5/4 T4G plywood sheathing ir 6. Double framing around all openings. ` g glued screwed to joists m 2x6 Treated plate 7. Double floor joists under all partitions. 5/8 xl2 8 long anchor 8. Headers over all openings shall be (2)2"x " unless otherwise noted. TOS +15.33 bolts ® 52" o.c. q . Double 2"x4" posts under each end of all headers and girders. Detail "C" 1111 ;.i \ 4. ` termite shield 4 sill 10. Provide metal joist hangers where all members meet flush headers � p sealer insulation II. Firestopping is required at all concealed spaces within wall, partition, floor, 8'-3" stair, attic, or cornice construction, and around chimney, pipe and �t _ O iv First Floor (less than 6 above grade plane)) y, p p duct openings. TOW +10 7 m in Such construction shall be fire-stopped or filled with non-combustible material, 435 Bay Home Road 4" concrete in Refer to to Residential Code of NYS Section R602.5 Southold, Nev. York :� iv Slab with 66x1010 mesh �I ��M � ` _ Zei m 4 c ncrete �o ` m 12. Ceiling finishes shall be in accordance with section R505 Residential code of NYS on compacted clean fill ' Zo , Grade Plane (average grade 6 out from foundation wall) TOG +10.0 p r Slab with 66x1 10 mesh `� • 13. Insulation shall be in accordance w;th section R316 Residential code of NYS July13 200ci 6 mil. moisture barrier on compacted clean fill IIIIIIIIIIM 6 mil. moistur barrier 14. Wall coverings shall be in accordance with section R700 Residential code of NYS �' `t b 5" concrete foundation wall April 8, 2014 m cv\ 7 8" thick x 16 wide concrete 15. Asphalt shingles shall be installed in accordance with section R0105.2 Residential code of NYS TOS +5.5 3asement Floor (partially below grade) footing 4 Dampproofing 16. Dryer Exhaust vents shall be installed in accordance with section MI501 Residential code of NYS A, ` - \ Zo TOS +6.0 17. All mechanical systems work shall comply with the Residential Code of NYS, M 1300 1__Ix GLOSS SeCtior" N®rtl / Sou;' �- Scale: 1/4" = I'-O" in +2.4' ground water of 4 1 WOOD HEADER Charles W. Southard Jr. 14 GAUGE ANCHOR WITH WOOD HEADER ° `%; - -1 T UPLIFT GAPAGITY OF 1800# 14 GAUGE ANCHOR WITH .*� ARCi `= ITCT AND LATERAL CAPACITY OF .011111111 ° ° �� UPLIFT CAPAC I TY OF 1400# ° o �.:\1400#. FASTEN AS PER �� ° ` AND LATERAL CAPACITY OF =� -1 Water's Edge 700#. FASTEN AS PER Smith Point, New York 11161 MANUFACTURER RECCOMENDATION ° IA6 °° 00 ° , ` ' Phone (631) 4-11-5228 (2)2X4 POST a Fax (631) 4-11-5221 E (2)2X4 POST 17'-S n �_ / —_ ��1► 3'-7 I/2" / 10'-5" 3'-1 I/2" // 2'-5" /I'-7" 2'-5" ye -=/lulllf/Jll ` ,� ply �3�!—!Y��! �1 p i i I V L VI N1-1 41 Joist Hangers Steel (Min.) 2/5 x 4/0 csmt with 2/5 x 4/0 csmt with (4) 2/5 4/0 csmt with 2/6 x 6/8 �EC 2/6 x 6/ 2/5 x 1/8 fxd above 2/5 x 1/8 awn above )1* ®S -c�de� ®nnec ®� �ap \\\(2) 2/5 :x1/8 awn above 1 1/2� 1'-7 I/-" \64z. I�IIIVG AI�101-f0S 1 Flooring• NTS IIS UI (4) 5/8 x 1/8 awningLII , II Guag e Steel (Min.) \ \ b s' 16'_8, P' 18'-8" s' II'-2" i!'-6" 6' - Joist Hangers Floor Area Ratio Calculations ° y ° Flush header Date: April 4, 2014 T m MASTER 0 . • ° Floor Joists Project Title: NEW RESIDENCE SEDiROOM FFER GREAT ROoM 0 0 0 ° A. Nev Home: Top'Esof Fin. Fl + 25.00 0 / 2-0 �, First Level: 1,616 sot. ft. -, o MUSH -coder- Detail i I O roof scissor trusses c v ® Second Level 611 sot. ft. N COO m roof scissor trusses scale 1"= 1'-0" 19 Loft: 545 sot. ft. • l x ' g 24" O.G. inO - - I 24" O.G. TOTAL HABITABLE SO. FT. : 2,832 sot. ft. N • x / Lot Area (as per certified survey): 13,864.35 Sct. Ft. ci _ - - - - _ open to below + 1FAR (FL:: ;::0tbo/ 20.4 S CLOSET CLOSET it N ' '-' '' ' II -cV1 - Basement: 0166 soL. ft. T 'p (4) 3/8 x 2/4 awning )00411 -, Garage: -110 sot. ft. -i- - co x - x co 41 Lot Area Coverage: 12.00% oi N m N /�prio— g r - — - m l .., . _ ° m l OPEN LOFT S-g 0 O r Top of Fin. Fl + 25.00 11'-lO" 11'-Io° Charles W. Southard Jr. .n N Registered Architect N __g. SATS# . (3) 2x8 ' (2) 2/5 x1/8 awn m co X54/ 3'-2„ % x X54 —a k\ - oi �.. DESIGN CRITERIA CHARTS FROM THE: RESIDENTIAL CODE OF NEW YORK STATE (SECTIONS R301 through R30! 6 16'-8" 9; 3'-4" 1._,,, 3-4" p').----- -10'-1" jamCLIMATIC AND GEOGRAPHIC DESIGN CRITERIA � I m .-. ' m I Section R301 Table R301.2(U (g) I/q < 3/^ csm (2) 2/5 x 4/0 csmt Ground Wind Seismic Subject to Damage from Winter \ • X44 If f1 \ Il,l � o i �J Ice shield Flood Snow Design Frost line Design underly ment Hazards 4 --e-6-1C1 y 2/5 x I/8 awn 4 I/2" Load Speed (mph) Exposure CatagorL Weathering Depth Termite Decay Tem: Required 1'-7 1/2" 2'-5" / 16'-2 1/2" __� 2'-5" 5'-I" 2'-6" q'-3" 2'-5" ,L 2'-5" j, 1'-3" f / 20# 120 B G Severe 3 feet Mod-Heavy S-Mod II f YES N/A IN Minimum Uniformly Distributed Live Loads DEFLECTION LIMITS 26'-3" lo'-I" 23'-8" / A\\ (in pounds/square foot) CONSTRUCTION L S OR W D + L i i i /®f`� I®®f IO ec ion R O Ta e R O . = ROOF MEMBERSL/360 L/360 L/240 USE LiveLoadScale: I/4" = 1'-O" � `.�►�► Exterior Balconies 60 SUPPORTING PLASTER GLC. L/240 L/240 SUPPORTING NONPLASTER CLG. L/180 L/ISO L/120 Decks 40 FLOOR MEMBERS L/560 L/240 Passenger vehicle garages # 50 Lateral for 120 mph wind WFGM EXT. MALLS 4 INTERIOR PARTITION: Lateral for 120 mph wind WFGM tel" R-31 batt insulation > ! Attics without storage ! 10 WITH BRITTLE FINISHES L/240 — Min. I" airspace to be maintained 8'=132 plf x 1.33 = 176#/ raft I'-. I7'-8" — - p Attics with storage 20 WITH FLEXIBLE FINISHES L/120 8'=132 plf x 1.33 = 116#/ raft 12 location of all ridge4 soffit vents 1'=145 plf x 1.33 = 113#/ raft I'-o Rooms other than sleeping rooms 40 * Attach to structure with 3/8" lag bolts = = 1'=145 plf x 1.35 = 115#/ raft I15/32 plywood sheathing , 7--:D t;r.;� Sleeping rooms 30 @24" O.G. /� c a fastened to all members p g A 1� Attach to Concrete with 3/8 masonary /,,,(. .,. .."-,..),:),-,::,-,,,,,,,,,,,,,.„, �i Anchors X24 O.G. �rt , .,;�f. �:,i ,,. '�-a\ with #8d nails � 6" O.G. on Stairs 40 �� jc<< •��.��' �� ed es and 12" O.G. on i intermediate members Guardrails and handrails 200 # Elevated Floors shall support 2000#/20 sq. in. l °.I1 ,w N 14-2" ! No storage with roof slope of less than 3/12 ; , ., ..A 't i i - �' 1- ii ° ° use (2) toenails each stud to plat: 254# �'tiT,� /;' `,a ^m use (4) face nails each stud to jo iif 540# 4.. /r_ # //I 1 ',PAW � 407# / 135# _ (4) IOd nails min. m ° ° ,+ plywood 240# plf 1 �i - - _ --_ - - o I 1, (0 hi i x El �t r 6 " Plywood sheathing to be - ii Mill..11 12 Q m blocked with 2x6's at all seams °,• ^m m - 1st 4 2nd Floor Plans o_ m m to ensure continuous anchorage = - Truss le0 i I - - - 0 x in. Plywood sheathing shall be u "- = overlapped from first to recon. story Scale: 1/4" = I'-O" Q m "O 1 I to r"00F truss C 0f`lf`1SCtiQf IIA ii - x to maintain load path. in m i m shear capacity on IOd common nail in 2x = 135#/ face nailed Q p I i 1 uv- in use (5) 10d common nail / rafter = 155# / face nailed x (8) = 1080# OK E m "Ey ii C1 floor- -6 x withdrawal capacity on IOd common nail in 2x = 56#/ face nailed m I 1 s 1- 4. fl- shear capacity on 10d common nail in 2x = 135#/ face nailed i- 0O K of use (8) 10d common nail / rafter = 56# / face nailed x (8) = 448# OK o ry ' s .. (� withdrawal capacity on IOd common nail in 2x = 56#/ face nailed 4_6 7�2" 14'-2 0_ = 121# / toe nailed i��. 0 � (y shear capacity for shearwall assemblies O ''Or _. fl = 15/32 plywood sheathing 8d nails ® 6" o.c = 240# plf / =--. a / Q ° (cv cementious siding - - - - - y � 2x6 framing ® 16" O.G. - - - - - r 9 N �� 5'-0" iN Say Home House •�� ri id insulation / ' m\ rt .�J, g Lateral for 120 mph wind WFGM y -� 2x6 Treated plate o �� sealer insulation 24'=245 plf @ 36/24 x1.5 = 365 plf x 1.55 = 456# O -0 _T 0 i brig. termite shield 4 sill - `L 15/52 plywood sheathing iia �r fastened to all members 11 5/S" x12" long anchor bolts Ridge connectors as re uired �'-8" • with #8d nails @ 6 O.G. on With 3" square slotted washers x edges and 12" O.G. on I-I/4" x 20 guage steel strap w/ ^ ~ 32 o.c. within 6" - 12" from Tension capacity of 500 rafter 12 13'-2" intermediate members end of plate section and fastened as per manufacturer recommendation / 5-OII y / ci r 1" min into concrete foundation p •- _• • • • a ° 12 • 435 Bay Home Road =0uf�dat i0f� t0 plate t0 Stud �� ° ° p m , 14'-0" ;4-4° Southold, New York f • Lateral for 120 mph wind WFGM uplift capacity on 10d common nail in 2x = 127# / toe nailed — July > 127# / toe nailed x (5) = 635 #/ stud 13 2001 8'=132 plf x 1.55 = 116#/ stud = 15/32 plywood sheathing 8d nails @ 6 o.c = 240# plf ry ' April 8, 2014 NOT COLLAR TIES ARE P'"► IDED p 1'=145 plf x 1.35 = 115#/ stud 240# plf x 1.53 = 311.2 #/ stud RIDGE STRAPS ARE NOT REQ I . Tension Capacity of 5/8" anchor bolt = 5875 #'s each in • =___ 5 Shear Capacity of 5/8" anchor bolt = 3025 #'s each • E7OtOil , Cf-055 Section East/Rest —r-r- Scale: 1"=1'-0" Scale: 1/4" = 1'-0" of 4 t\ IN E70 ( ST Ghorrles W. Southard Jr. Esmt ARGHI TECT 3" vent thru lo'-o" (5) 2/4 x 1/8 awn / roof I I " (2) 2/6x6/8 doors -1 Water's Edge 2 — — Smith Point, New York 1116-1 J L r— • - —Iven.t asphalt roofp' 1St I I O O shingles with ' . Phone (631) 4-11-5228 3 vent N (6) 2/4 x 4/0 csmt ice water xFax (631) 4-11-5221 shield @ eaves (2) 2/4 x 4/0 fxd with 14 q� I2 4 volleys2 I (2) 2/4 x I/8 awn above � � N cw (2) 5/8x4/O fxd with w - > > - y , . (2) 3/8 x I/8 awn above �ry - > lavatpry - • x x )^:1 / I • 4/O fxd 6 " toilet - - - ... r - /8 x 4/0 fxd with le/0,15,04 1 I . 4 3 Jaru zi . 11 ; 1 • ! O 3/8 x / awn above 4 I8 Showr I I • �. - (3) 2/4 x I/8 awnP141 )23, " I I • ' ' T . ', -_ L. 2/6 x 6/8 doors N _ _ - 3/0 x 6/8 door N _ I 6 6 I 1 II II --- _ / O csmt with 2 2 2ll ' vent seat . _ vent. (4) 2/4 x14/8 awn above r- T • • --� (s) 2/4 x 4/0 csmt 1 r-ef in-1 hed cedar I P ' �. x 2 4 awns N T (4) 3/8 / n c N N 1 I Tey , : 1 I TOSF +25.0 g N N N N +' — N N N +' $�1:n g ��- N —I > - > - - _ - > T. i (5) 2/4 x 1/8 awn — N ; ; . —t- kitchen - > washer _..._ .. TOSF +25.00 -r-? = I g x 3 O csmt 1 O sink Irlo� _- _ _ _® - dishw�isher toilet toilpt ��► Y N 6 >s 11� _ __ 2 2 6 x 6 8 doors 1 \ U /�. m m - -- _ : u 1 I t m , H H 1st Floor - - ultured stones. TL, • N N +0+ -N ,9, _ +' NN . . ! • • 7L _ T N N N N '� \ 6 = 6 = 6 - 6 Pref meshed cedar) m • • — \ \ \ / / , IIzementiou• sp lank siding •• • I , I 4 waste to •• • r:. NEW sanitar y TOFF +15.33 T T ''. i • system 7 • •• • , TOFF 15.33 - IIIIIiIiIIiIi • 14'-O" 6'-0" ' E21, 011 I -O FIumbin Riser- Dicier-oil - I, • - i / i \ I not to scale TOG +10.0 - —� m TOG +10.0 , J 1 J v vY J, , •.I •I v 4, Y :. I v y J' V J J v -- v v •✓ y r NOTE: Y , J l , ✓ L i, , r -1 1 IHH Y VJ J r , Y Y .! 1 , _ . v Y 1- : W ;^ . l JI ' J l t J' J 1 J v1 • 1 74- 9IoWater supply piping shall be copper i ! .✓ ✓ wJJ � :, i 1 Y i- rw J v1 i I 1 y J ! L J' .✓ :, rJ J i 1 Y V ✓ ✓ W 4 1 1 • Waste and vent shall be schedule 40 P. (.G. or copper TOG +7.0 Y w Y ✓ , I Y Y 4 u- uu ✓ r vJ I TOG + 8.0 • Y , ✓ 1 , J - ITOS +6.5 , W ' J J L I Y L ✓ ,• Y Y _ T05 +6.0 i - - ✓ - y T05 +6.5 1 r Y , . , -r-ont (l'e5t) -- evotion I Scale: 1/4" = I'-O" • 1 asphalt roof asphalt roof shingles with ice 9 water shingles with ..,,--;•:. --J--7-7;7-.-1&;';''''':\`,. t \ \ shield eaves x ice water „-,_,,,,,x„,::,.----,-•,...---„..,•/„.\\, & -valle s - shie I d-__.eaves -` a c .‘ t‘ c i i J ._____ ___ _ ------- • i fief _....__________......____ _____._____ __. i if' m - 1St .$ 2nd Floor Plans-- ____I___:__.......................... ... ______ .! .;._._ .. ..... . I I I 1 11 I • j cementious plank siding j • cementio '• s plink siding • i • ' • • • isi _ ,� Ir N _ III— ' - ;- ± IiI _L • • • • Soy Home House • • • >s t5 . / 2-5 •1 • • II !--::; -H'1 -,L -H.=.H: :!: L' -1;1 !---H__: ..r_,_ .„': T — : • I 435 Ba Home • • Bay Road Southold New York • Sept.21, 2001 1 Y1 � .✓ - Y L 4 L Y Y y V _ , April 8 2014 vv ,, ✓ .y O J' ,✓ r . Y1Vrrr ✓ v v ✓ s w-VF1 vv ' JJv J I I W v vv rVVV ✓ , v ' -✓ ✓ v v1Jv Jv , ' X : i. : v YY V v .. Y Y Y v I L l' v r .} Jv v y - v 1, r J 1 uv v _-_.-_ - _ . - vv__....-_... --__ ______ ---- I YY 1 , 4 v V ✓ •r South 'Elevation ' I �Y9I®W1 1 ' i r . V v v 4. I, V Y Y V v l v v v v vv , Y A = 4 Vf I®� JJ Jv .1 1 ✓ •L J v- ., J J v. :. J : ' ✓ --- ._---.......____ ._..._- __ v 1 __._.-- --.__-_ ..._---y--.- .v ___-a .__V_... Y___.... '�.....__- - - ..._._.__.�_-- - ...._..J_ ...... --....._-__.____ --- I� __._`- ___. _...__ __ .----' I----- ....__..-_._...._ __ --.. - V r r - = Scale 1/4 I O of 4 I 6.'/ / ..• / - 2) 2 x le ctcci girde -‘ Charles lAi. Southard Jr. P / .-'. ) ..-- 7- -8 I . L A R-G -i-1--1 -T E T / L 10" dia conc 0 TG +1.0 -(5 A.d deck and piers \ / lk -\i pier on 18" dia --Loi In / Kr 0 0 -0 4 6. x 1.2L-X 31 dee.1.2(ting in 455 Bay Home Road \\ ., • , --r\---+ T + Sout- New Y lioldt ork 10111 G 8.0 -- Phone (650\\471-5228 P E- / CA I © X 3/1-4" I I oi 11) I cwsarchitectqoptonline.net __ - IFINJOIRIF, (2) x--io ericler (Ni 4x4 acct. post 1(2) 2x 10 grIcier tT TS +a1.0 + 2x 2 strin.er \ . / MI • _.-- ---"--" If-; 1 K \ / il --3 0 1 - ' 10" olio conc ../-- . 1 0 I- \ a _ - - - - _ - - - _ -p-i-er--5tcleep I-- ...--- 1 _ ______ __ _ -- 6 0-- - 1- - 0 LF)) III .______________ ________________ _ -(5 d. 1 ,,, TG +10.0 / Top of Deck. +15.55 \ . cr 0 =9 -__ ----- ----------------- / a) 0 + -• ...l.) . "S--- CI E CA Top of grade + ( 6.00 % 3) #5 bars 1 1 i - •_ -._. I 10"x24" footing ;-- N---N-- ----\---- (2) 2x 10 grid-r = 7 SO'-0" 1. 1 N ils . Fncl. 10.61 =.1.....0 _ ,- • (4111110.11 i-.1.71 -1 N 1 0 < • N I- 0 .7t- 6' N III I ,,,_5111,, 2,_5„ , InalEi ,i_e,,, x I STORAGE III c 41-4" 3'-.0" I4'-4" N MI 16-,4 '.7.• / A K..-v.m,-.,i-m--"r.fr--1--=';--1 r---- ,.r• - I IMM, 1/••'' OW IN . _ _ _ _ _ _I - M- g I r, , _,,,,_, ........... ,..,,F Fnd. 4.H.AjoimH 2 x 8 floor-. jst 2 x 8 floor. jst 1(3 \ g 16" O.G.In _ it ligiummimp.... _ hIgNIVIIIIII,"" _ II N 0 16" O.G. E -. 1 .• • 1 I Ix 0 ir 13--1 2 x 8 floor. jst I____\ ' • il A 2 x 8 floor. jst Top of Fnd. 10.61 2x6 stud wall -6 IQ M 1 I ..i.i_ - N 0 N. - I L_ C\I 6.-0,, \ -6 k) 1H ...62 0 N. - \ g 16" 0.0. ; Ill g le" o.c. HI . K I - •E EPP' mASEMENT -(3 T 't. I . - --)' Z° 2I'-4" 6' 6Y : - a 1 .Q. _., +., t_- '..• ef-Firr: F4 -+-6450- +' 13'-2" 6,...e,,, 41-4" ifl - - 0 / IT .-vi • To. of Fin. Fl + 6.50 .1_x Hop of Fin. Fl + 6.00 s?' =9 =9 b '9 . _ I 51x11' L o 0 0 _ x 01 • -. 74- L 11 _1 T T 7 I-II -I co 1H iy- il- Zc) - EASEMENT 5'x 1x1' • 1 i 0 - g I 0 I c L J L i _J Tri 3 1/2" steel cl x / lolly column I 0 1 _ e13- 01 II'-2" 11'-2" --.. . r- 1 13 L 1/ ' il II x ..° . ‘0 .9 .- 01 1 I I -I p --1 _c 5/8" tpe "X"0 III o 11 ? I (2a) Q 9 0 ir cy gyp bd wall .33 ci b _ 11•-2" „ 5,-5„ x 5,-5„ 10i-ii" Ei ceiling L II _1 • \Y I ---] (3) 1 3/4x ci 1/4 icrpla -1 (5) 1 5/4 x 1 1/4 mi5'x l'crola II I --:. • 1 a= =-- -- cl '•• 1111 .pi*: 1 . , 1 = \ .= = r- 6 r_ii.x.aixii L .111_ _1 L _ _I _J ° III GARAGE 0 r- k3-1 (3-1 1/46 - I 3' I 'xl' I 0 L c c = 51x51x1I Top of Fin. Fl + 6.00 + L _I ill .74- ._ In 0 9_ :. /6x6/4' --.II it dI 2 -4- ; .j u_ L . F- 0 -(-5) 2 x 10 girder r - 7 (3) 2 x 10 girder 2 x 8 floor. jst ....1- 2 x a floor. Jst ir_ 71- 0.G. 1111 N. 0 IA ci I 7:-..- -7--1 -iimirsime-"'"' = MIIIIIIMMIIIIII No r - T \ @ 16" 0.0. •13-1-C. 111 1H if, x III 0 a b L *Mill IEEE -I o H 5' _1.2111111111 111111111Dixil 8xI6" footing I 1 N - , 9 5 I I - I 55TI324 X 5/5 . 0 I .111 BM I I To. of Fnd. + 10.6'7 A iii I-- 1 I - - , I _1 1 I - _ Cross Sec-tion East/ 1/Mest (I) r- .1 . 1111111&/..wwitil=11M11 IMIJIMINIMMIIIIIM I I I m 1 2 -0" IMIiiiiiiiIIMAIIMMi:-Iiiki. I Scale: 1/4" = 11-0" I 1.,. . 10'-0" 1111.1.1 2x6 stud IN Ci II 2 ' 4" .1...,..: , I 8x16" footinglEision1 Ill 5 I 11 .6 -7 7-Top of Fin. Fl +56 II 10"x24" footing I L Top of plat + 14./2 J lm . - t 1 1 I I '..ionc4L-I I Top of Fncl. + 10.61 I in `1.4.11I. To. of Fnd. + 5.34 Talr-rj I HI1111174 _ _r- I; _ 2 1/2" Top of Ftg. + 6.1/ _ _ Top of grade +5.50 _ _ _,Top of Ftg. +5.16 if) 1 e,„ 20'-4" 1,-5,, 0 . 5aserrent - Icor Flan Y1 - f___ _ _ __I 10'-0" MIME 23'-a" + ..,,, Hololdowns to be min. 14 guage x 5" wide - Metal vg/ min. holcidovvn capacity 5000# 1 + ,o K / <,,••••Q ...Pr. Ground water + 2.4 c(4-i 11.6 / A ,-, ,,,..„ • g corners Fastened asdoeadrincillrAmrlihnourfabcotlutrer f.3 -7,:-,-1 .' ,1 . 7 4114 1 1 11_2:1 61 a. ..- / ....: i . ! e i i 4 v 12 1 I 6 0_ 0 1-- Top of grade +5.25 RE1NFORGING 5AR SGHEDULE Zit -F-- - - - i‘ . -71: :--_.•:-<; , 1411t1 '%.* I. . T. . %00& 1 .fic:5ffeturdachoenonrected ommon nails ci 12 ..._ _ ---- --------- - I shingles with- ice $ water _shield 1/1N.___________C1..--- -_-__ Tp 407cjiii_Slob 1 _ _ _ _1 -P-5 1/2" I -9 o CA KE,t, REBAR SIZE q3' 445 , REBAR SPACING 5" O.G. o 0 I--- if) (0 .__ // I I Foundation/Plan $ East -Efevcition $ Section 1 4 .-------/ Ect/iin/;;;tit.nio.7 - ------- ---- ____ 0 . / - - - - - - - oi I - -- --- -- . _ __ ----- ---------- ------ ------ ---------- "0- 0 EN l• 40. - --1-• ___1 I-- RETAININO IA1ALL ___ tr) Foundation lAlall --- 0 I-- ;O.- not to scale Y •G /- ------- --- 1 ir cn , 40 t_ in 0 > G iil cementlous plank siding -------- - Top of rade +5.00 M '. ir iv 01 / - _ _ - ______=.(5)=• =cr_____ \ / \ / _. - -- - ----------- (-ii 0 ___ _ \ / \ / _______. ....______________._ _______ ___________- , ___ _ _______ ______________ __.„._ _____________________._______ ••--- •-••-- 0. tr 2,47. Bay Home House _ ,- F + _ cle-ner Halolclown C/annection - - - - - _ __ ____ ILLI<',1r----- - --------- ----- ---------- I- il N.T.S. ---ii- ---- --. il )) Li ' 1 --1, i li __ _ ----------------- -.Q, ' JUL 22 2 I;' V I 015 ; ,J, 0 6" x6" or 4"x4" treated 'lI _:_. _ ____ _ ___ _ _ ----Q - 0 r- post 3%...- ---------- 6S (NI _.._ ' ------- ... I + + _____ ---ci- K _Eil ---= -------- _______ F----r +15.55_ ____--- 0 H , 14 euage metal strap fl ______ ... - • .• 0 o fastened as per manufacturer + o 4"x4" metal base anchor 455 Boy Home Rood min 12 guage metal base sia,„„„., 01111, 110 Southold, New York - A ----- ------- I ( ) IP) • II _ \: -----_-_-__-_-_" -if: o 0 ..__ - 1--- - 5 to l' .. w ndo II - I- 0 fastened as per manufacturer Pr 0 + July 15, 2001 -41511 ._ TdPG +10.0 K foundation _ April S, 2014 '4, sl, 4, ,I, ‘4, SI, 4 4, 4, 4, 4 4, 4, 4, '4, 4 4, 4, 4, . 4, 4 4, 4 4 4 4, 4 4 4, 4, 4 4, 4, 4 4, 4 4 4 '4, 4, 4, J sl, 4., 4,' 4, 4, 4, 0 0 June IS 2015 s 4 4, 4 4 4, 4 4, 4 4 4 4 4 4 4 '4, NI, '4, .4' ,I, ,i, •1' '4, 4, j., 4, 4, 4, 4, 4' 4, NI,' 4. 0 5 A „ ., .1.• clean HU, ,.,, '4' 4' 4 4 4, 4, 4 4 4 4 '4' 4, '4' 4,, .4' st, ..v• ,,,, 4. st, sv 4, ,fr '4, 4, 4, '4' '4' 44' 4 4 '4' 4 '4' '4' 4, '4' 44' '4' sl, st, '4' '4' '4' 44' 4, 4' '4' 4' =1, '4' V/ 44' 4, Ili --= + N.Ti.e5.1r11.:111:11:1011:111t111111151111ase 4 4, 4 4, 4 4, •1, 4, 4 4 4, 4 4, 4 4 4 4 4, 4, 4, 4 4, 4, 4 4, 4, 4 4 4, 4, 4 4 4, 4 4, 4 4, 4 4, 4, 4 4, 4, 4 4, 4 4, 4 4, 4 4, 4 4, J, ,lz ,fr sl, sl, 4, 4.' 4, 4, 4, 4' 4.- 4, Top of grade +4.5 F' Anhor _ _____________ 4, 4, 4 4, 4 4 4, 4, 4, 4 4 4 4, 4 4 4, 4, 4 4, 4 4 4 4., 4/ 4, 4' 4, 4, 4, 4, 4, 4,. Jz 4, '4, t,- % 4 4, 4 4, 4 4, 4, 4 4 4, 4 4, 4, 4 4, 4 4__, 4_i_E,0•S tr 4 E 4,0 3l,/at i ,IK.. 4 4 ' ,4, 4, .4, 4, 4, 4 4, 4, 4 4, 4 4 4 4. 4, T05,1+-7.11 ,,, 4, 4, 4. 12It -- _ ,-____ __ . . ME = Ell - Scale: 1/4" = I'-0" of 4 1 T • 8'-O" 1 Charles W. Southard Jr. ARCHITE T p Add deck and "no. tub" Rafter connectors as required 435 Bay Home Road zo Hot Tub 1-1/4" x 20 guage steel strap w/ holddown capacity of 135 pp rafter Southoldt, New York 11' 71 Floor H I II II II I DOUBLE TOP PLATE Phone (651) 471-5228 Attic Fl 36'-4" 1 1 1 ill 1 11 Gwsarchitect@optonline.net _ =• - - - - - - - - - �• Roof Framin - 11 -I1- 7l- fl - �T - IT -17 -1- 2X6 BLOCKING AT SEAMS g I TO ENSURE LOAD PATH TRANSFER IL DECK X X \( I� 2X6 WALL STUDS bo'-o" 1111/0 x 4/0 fxd (I) 5/0 x 4/0 fxd /\ II 15/32" PLYWOOD SHEATHING �� I H WITH JOINTS STAGGERED (I) 2/5 x 4/0 fxd with (I) 2/5 x 4/0 fxd with Header - I II IT-8" - 18'-8" (I) 2/5 x 1/8 awn above 23'-8" (I) 2/5 x 1/8 awn above I SHEATHING SHALL OVERLAP AT WINDOW DOOR if IIIIIIIIIIIII\ q A Al _ I II I I 2'-8" 2,-511111111111-3" 2'-1 I/2" I'-10" 2'-5" 1'-10 1/2" N E 2'-8" 3'-8" 3'-8" I'-7" I'--i" 3'-8" 3._8.. 2._8.. _ HEADS TO ALLOW LOAD TRANSFER AROUND ® ill.17---N-H- �� OPENINGS TO COLLECTORS/DRAG STRUTS I i 'I le Studs (t . GonCrine tions Required) 1 I 2nd Floor Il I III- I I II/5 x4-�• 2-o TYPICAL FRAMED OPENINGd 2 -/5x4/Ofx � \ �t x O Uplift connectors as re uired 1 \ cv _ x 8 floor st I - I - � \ above E 2 p q. (2) 25x1/8awnab j �I II �I I� - 2 6 x 6/ - "Notes ► " I I/-" 3'-11" " 3'-5" 3'-5" 3'-5' -I �� 6 m © point "A" See Design - - - _ i 5 O \ / 1�l I L I I s 1- 2X6 11 -2 ING AT SEAMS I'MommommililliN m T) IH 160.• . \ For windspeed" Forapplicability / •x8 Contin I.us band b=• �I - 6 p II L 1 11 TO ENSURE KLOAD PATH TRANSFER _ �� II o 1I II 1 �t 2 . 8 floor.jst 4' N I________ _ i' �.I// I �-� C ' 4' 5/5 x 4/0 fxd wit .' N Header Studs II Q rn I H 15/32" PLYWOOD SHEATHING O @ 16" O.G. BATH (4 5/5 x I/8 awn abo e �- I _ IT 7 I7 7 1--- ° 111 I WITH JOINTS STAGGERED x I� OM I qi ' 1!1--0-.I 3'-:rT I 6 6 2X6 WALL STUDS Z-c? to 0III pNd uplift II 111 II !/ I2 , i _ olntor I z BOTTOM PLATE 11'-2" _ Reuired 1 rygas fireplace /glas SITTING I - _ o , I I I 1st Floor = I� _ �� ILL �_ - 2X6 SILL PLATE _ a o A II II A doors, make u. air, '� " U) I I I I I _ IIS-IL11L - - -I >L _I_ N v _ 18 non- comb stlbl- �; . 3-8 O iv , 11. - x 111 O I1 1 NOTE: ALL SHEATHING SHALL BE INSTALLED IN STRICT ' 6 �_ m GREAT ROOM v KITCHEN NS= i' Y/ l�l� D TI Y `4IT- ACCORDANCEWITHDESIGNREFERENCE. ANYx 2/4 x6/8zi m opening preming DeteiI �/�� ®FENINO � `� DEVIATIONFROMDESIGNSHOWNMAYREQUIRE-"` 6'-�'� x / _ 4'-8" �, 4'-0" 5'-6" ADDITIONAL STRAPPING. 11 A� p Scale: I/2"=I'-O" F ,_4" ' . T.•p of Fin. FI + 15.33Scale: 1/2 1 O1M ii I mM55' 6, !� I _ N III 8'-2 1/2" l0'-5 1/2.. I �a : ��-a O NOTES: I'-2" II'-2" N m /4 x6/8 5/4 x q 1/4 micr• (3) 13/4 x I/4 m crolam L O `I I. The window sizes and styles shown on these drawings refer to "Anderson Corporation "Series 400 products. "-11 1- This Is for the purpose of Illustration only. 2 x 8 floor. jst E. c5 III 2 x 8 floor. jstp p in Ili ,O 2 x 8 floor.jst @ „ do ® N •'n, O• p la" 0.0. ° 16" O.G u, `` 2. The connectors required or shown on these drawings for Hurricane Resistant Residential Construction shall _._ I 1 Ix S -T N I , N meet or exceed the design requirement as shown on these drawings and shall be installed in accordance with the III x \ @ Is" O.G. m m ENTR _� m the manufacturers requirements. The contractor may used any product which will provide these design specifications. 12'-0" 5'-8" -' x � _2 2'_q '- Products as manufactured by "Simpson Strongtie" are shown for the purpose of illustration and compliance only. (3) 2x8 _ _ -__=.= (3) 2x8 Immoral__: . / -', p g P p P y__ _�� mENp m X IIDINING ROe„13. These construction documents have been prepared by or under the direction of the Architect whose seal and signature _ �- - havebeenaffixeduponthesedocuments. Anyaddition, deletion, orrevisiontothesedocumentsortheworkperformedcyBEDROOM � - r N3'-O" m in accordance with these documents, is in violation of the New York State Licensing Law, and anyone who directs N iNi .,_ ,Y.� �V�_ - S these additions, deletions or revisions will be held responsible. - oL?�UNDRY '"' - !'� 1'� I POWDER JM m o 1 0 NE i 11 511111111111111s'1111111, 11 I! (�1 : 111 11'-O" 3'-6" 3'-O" 3'-6" 6'-4" I6'-O" '- ■„� . (2) 2 5 x -/0 csmt GENERAL NOTES: 2/5 x 4/O csmt I- ' `t I. Contractor shall verify conditions and dimensions and notify Architect ,II I, ��..- 11 1 �- of inconsistencies, prior to proceeding with any work. 1- / IN- 2. The Architect is not responsible for construction supervision unless - - Ib' 3 I/2" 3'-6" a'-3" 2'-5" 2'-5" ci_3 specified by written contract. Il'-8" W O 4 1/2" 5. All work shall be done in accordance with all Federal, Residential Code in of Nev. York State, WFCM, 4 local Building Godesv:- ?Arip 26'-4" Mil 10'-O" 23'-8" / 4. All electrical work shall be done in accordance with the National '� �a .uUJ\ �. Electrical Code the Board of Fire Underwriters and Residential Gode of NYS ' u, ''1 y�Q 'a First Floor Men Part VIII chapters 35-42. 1`` "� G Scale: 1/4" = I'-0" continuous ridge vent 5. All plumbing work shall comply with the Residential Gode of NYS Part VII, chapters 25-32. , `! I L- these rawin s. Refer \ � �` ` continuous ridgevent ,. 6. Do not scale d g to written dimensions. Qom, `-w , -,,°// e ' :: - => •m �1� 67 1. Basments with habitable space and every sleeping room shall have at least one openable / - III 2x10 Ridge Beam III emergency escape and rescue opening. Where emergency escape opeings are provided Architectural asphalt shinggles theyshall have a sill height of not more than 44 inches. + ! , i 41 . ` I accordancewithsectionRao' gAll emer enc and esca a windows shall have a minimum net clear o enin of 5.7 s ft. it ., \ r �� 15# felt, 1/2" •lywood sheathing emergency p opening q' 'x8 - • , -- Grade floors shall have a minimum net clear opening of 5.0 sq.ft. Detail "A" i "oof • The minimum net clear o ein hei ht shall be 24 inches and the minimum o ein width shall be 20 inches �- Ni. p g g p g / �` �� S. All glazing shall have a minimum classification rating in accordance table 8308.3 ,,� ./ �� / ` 1st 2nd Floor Plans /ice „ ��- / 1 \ from the Residential Gode of N.Y.S. Windows Glass doors shall be in accordance with Section 8613. � � 2x6 Ceiling Joists 16 0��` I insulation baffles And designed with exterior windpressure based on 120 m. h. winds. \ 2x6 Gelling Joists @ 16 o.c. g p' ill /- �1,�_ - ,� \, 12" R-42 batt insulation a. Handrails shall be provided on at least one side of each stairway with two or more risers Air \� /i�� `� Min. I airspace to be maintained Handrail height, measured above stair tread nosings, shall not be less than 34 inches � \ �_ ovation of all ridge soffit vents and not more than 38 inches. '� 10. Provide stairway illumination directly over each stairway section in accordance with the I8'-8" ,� A II'-lo" It'-lO" 1ti\lr Residential code of NYS section R303.6 '�'�� Aluminum Gutters 4 leaders O ° II. All "Treated" lumber to be pressure preservatively treated and naturally resistant wood. vented soffitPressure preservatively treated wood and naturally termite resistant wood shall not be used as a Detail "Io__ ' - 5/4 T46 •■ I wood sheathing - - ••rrier unless a barrier can be Inspected for termite sh- er •- • .er R32O.1 of RCNYS 3/4 T*G plywood sheathing O - y in p glued 4 crewed to joists 12. This house has been designed in accordance 1 ' a partially enclosed structure for purposes of glued 4 screwed to joists ZNiTOS +25.00 TOS +25.00 "high wind" design 2 x 6 studs @ 16" o.c., ONS _ - TION NOTES: 0 = ili-nom _��` I� ill �l N 1/2" plywood sheathing, cementious (0 11111U ' 6 I - p plank siding, 1/2" Sheetrock, 5 1/2" I. All footings shall bear on undisturbed soil of 1 1/2 ton bearing capacity. in I 11.11 8_2 R-21 Insulation.and R-5 rigid insulation 2. Concrete for footings and foundation walls shall be 3000 psi 28 days y I1'-8" ,- m g and have between 5% and 1% air entrainment byvolume Ba Home House on exterior. Note: All insulation ° '� • to be installed w/ moisture vapor 3. All concrete slabs shall be placed on clean fill, compacted to �i5% density. retarder on warm-in-winter side 4. Concrete for garage slabs, and concrete exposed to the weather shall be q o °, in accordance with section RSIS 35O0psi @ 28 days and have between 5% and 1% air entrainment by volume i- 12 � 5. All lumber shall be construction grade, Hem-Fir, 850 psi strength. ' 5'-2" I'-8 II/• ' 1 3 6. Double framing around all openings. N 3/4G plyw•od sheathing _- 3/4 TSG plywood sheathing 2x6 Treated plate 1. Double floor joists under all partitions. g1u-d $ scre ed to foists glued screwed to joists 5/8" x12" long anchor S. Headers over all openings shall be (2)2"x8" unless otherwise noted. m bolts ® 32" o.c. �. Double 2"x4" posts under each end of all headers and girders. .ti TOS +15.33 termite shield $ sill 10. Provide metal joist hangers where all members meet flush headers ,� - .�, I��►�i��►��I1�1�_- m , sealer insulation Detail �� i{N �1 �� 1y II. Firestopping is required at all concealed spaces within wall, partition, floor, �i Iii�� „ 435 Bay Home Road stair, attic, or cornice construction, and around chimney, pipe and duct openings. F �15,_5„ bill st FI•or (less than 6' above grade plane)) Southold, Nev. York q Such construction shall be fire-stopped or filled with non-combustible material, in Refer to to Residential Gode of NYS Section R602.5 ', , _ 12. Geilin finishes shall be in accordance with section R805 Residential code of NYS Jul 15 2001 TO +lo - 4" concrete � - 4" -_�� g y �� iv ,----I-- I'� c.• trete d� r •de "lane (average grade 6 out from foundation wall) Slab with 66x1010 mesh - 13. Insulation shall be in accordance with section 8316 Residential code of NYS April 5, 2014 �� ir m m�■ Slab with 66x1.lO mesh p on compacted clean fill r `p �� on com acted lean fill TO +10.0 6 mil. moisture barrier �I p 14. Wall coverings shall be in accordance with section R-100 Residential code of NYS June IS, 2015 - 6 mil, moistur- barrier 0 8" concrete foundation wall 15. Asphalt shingles shall be installed in accordance with section R�tO5.2 Residential code of NYSA ' ' 8" thick x 16 wide concrete in i _ ,• e 4r `� footing Dampproofing I6. Dryer Exhaust vents shall be installed in accordance with section M1501 Residential code of NYS TOS +55 -asement Floor (partially below d ) 17. All mechanical systems work shall comply with the Residential Gode of NYS, M1500 \Mil ME U =� TOS +6.0 _ Gross Section Nortlh ) Sou;h - i-- +2.4' ground water Of 4 Scale: 1/4" = I'-O" -I i' WOOD HEADER Charles W. Southard Jr. 14 GAUGE ANCHOR WITH WOOD HEADER %_\ I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T -I- 1- T - UPLIFT CAPACITY OF 1800# 14 GAUGE ANCHOR WITH ° ^e � A R i-i I T E C, s AND LATERAL CAPACITY OF .� °111111011111 �� UPLIFT GAPAG I TY OF 1400# ��:� I I I 11 ° . ° ° / �i_� I I 1400#. FASTEN AS PER r ° ` AND LATERAL CAPACITY OF 435 Bay Home Road I I I - -100#. FASTEN AS PER o Southoldt, Nev York IIci71 MANUFACTURER REGGOMENDATION ° (2)2X4 POST 61°' ° \ Phone (631) 471-5228 E IS'-S° 23_g (2)2X4 POST __ Gwsarchitect®optonline.net 17 8 �,• ►if3'-"1I/2" , 10'-5" , 3'-� I/2" , 2'-5" I'-7" 2'-5" lli/iiii y' '�_—,11'�—'1'--' '_—r, o ` I I Joist ae Steel (Min.) i„, pd Hangers 2/5 x 4/0 csmt with 2/5 x 4/0 csmt with ' ®� ¢ ll�� ®� (4) 2/5 x 4/0 csmt with DECK 2/6 x 6/ 2/5 x 1/8 fxd above 2/5 x 1/8 awn above �b �T I`�e ,t®i`' Ciao \\� 2/6 x 6/ (2) 2/5 x I/S awn above I 1/2" 7 I/�" ® \\\ 6 4 .._ ®PEN I N ANGH®RS i LP UIP UIP ' LII Flooring NTS l, (4) 3/8 x 1/8 awning leilltii II Gua e Steel (Min.) g ► 6 " IS61 -S II -2 II-6 6 Z Joist Hangers Floor Area Ratio CalculationsI6-8 , / ,/- ° / ° ' Flush header Date: April 4, 2014 ° M • ° Floor Joists Project Title: NEW RESIDENCE m MASTER / \.° ° J BEDROOM JPFER GREAT ROOM ° ° A. New Home: • -. N Top of Fin. Fl + 25.00 :o First Level: 1,676 s ft. �� • o FIUS1 -eater Detail 'n O roof scissor trusses 0 0 Second Level 611 sq. ft. 01 1- 11= " x 24" O.G. 0 0 m roof scissor trusses scale I I -O I Loft: 545 sq. ft. ry O ® 24" O.G. /I TOTAL HABITABLE SQ. FT. : 2,832 S . ft. v� - cv / Lot Area (as per certified survey): 13,864.35 Sc. Ft. - _ - - - open to below IP �'� F.A.R. (Floor Area Ratio): 20.4 in Unconditioned Space: CLOSET CLOSET V IIP Ill 41I� c, 'till �X / i i \ Basement: c166 sq. ft. do °, (4) 3/5 x 2/4 awning Garage: 710 sq. ft. ii) .T� .,.. _� �' ' ® c to oi ,0 4 , Lot Area Coverage: 12.08% r .0 m OPEN LOFT / \ LG - � t 0 O Top of Fin. Fl + 25.00 II'-1o" 11'-10" E% III a1 _ Charles W. Southard Jr. .o iv Registered Architect _ S N O 2x8 m ci3 (2) 2/5 x I/8 awn N � 1211. .... ......17h 1mo � X T01\ N DESIGN CRITERIA CHARTS FROM THE: RESIDENTIAL CODE OF NEW YORK STATE (SECTIONS R301 through R30' �' I �i`: I' 3'-4" -' 10'-I" PI CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Section R301 Table RSO1.2(I) O I/0f /^ csmt - (2) 2/5 x 4/0 csmt I Ground Wind Seismic Subject to Dama e from Winter 1111=■ Ice shield Flood ;;I -iso=GG 2i iIAi IN Snow Design Design • • x I/8 awn - 4 1/ g g underlayment Hazards 7'_-i I/2" " I6'-2 I/2" 2'-6" 5'-I" 2'-6" �'-3" 2'-5" �,� 2'-5" j, q'-3" Load ) Gata•or Termite Decay Tel Re uVed / W / � / / ,� fil20# 1m B G Severe 3 feet Mod-Heavy S-Mod IIf YES N/A Minimum UniformlyDistributed Live Loads DEFLECTION LIMITS (in pounds/square foot) CONSTRUCTION L 5 OR W D + L 26'-3" lo'-I" 251-8" Section R301 Table R301.4 ROOF MEMBERS L/360 L/360 L/240 Se ®ndI®®r PION USE Live Load SUPPORTING PLASTER GLC. L/240 L/240 L/180 Scale: 1/4" = I'-O" �_�/ =��► Exterior Balconies 6O \ SUPPORTING NONPLASTER CLG. L/180 L/180 L/120 Decks * 40 FLOOR MEMBERS L/360 L/240 Lateral for 120 mph wind WFGM Passenger vehicle garales # 50 EXT. MALLS INTERIOR PARTITION: Lateral for 120 mph wind WFGM cf" R-31 batt insulation Attics without storage I 10 WITH BRITTLE FINISHES L/240 Min. I" airspace to be maintained 8'=132 plf x 1.33 = 1'16#/ raft I'-• 17'-8" Attics with stora!e 20 WITH FLEXIBLE FINISHES L/120 8'=132 plf x 1.33 = 116#/ raft 12 location of all ridge 4 soffit vents a'=145 plf x1.33 = 113#/ raft g I'-o" Rooms other than sleeping rooms 40 * Attach to structure with 3/8" la bolts � �T @24" O.G. :;/:7,54<-;---*IF-3C-->'/ a'=145 plf x 1.33 = la3#/ raft 15/32 plywood sheathing /afastened to all members Slee�in� rooms 30Attach to Concrete with 3/8 masonar fr' y�©�� [ 40 y '•.-3,1%,,,,r: ti �''� c_ with #8d nails 6" O.G. on Stairs (c:.,.4 % ,r Anchors X24 O.G. ' _ edges and 12" O.G. on # Elevated Floors shall support 2000#/20 s in. ` ° 170 1 co 1- intermediate members Guardrails and handrails 200 (L - I No storage with roof slope of less than 3/12 1r 1 1\--1\ �t 0 0 1 ! iiii,_I1: Ij a use (2) toenails each stud to plat= if 254# _ ' ° ^m use (4) face nails each stud to Jo i 540# ` V A III• �� !�� 4 �� 40 7# / 135# _ (4) Iod nails min. 0 _ ° ° + plywood 240# plf I - -- --_ i 1 m cv cv x 7c; ._0 C - __ r —O" kill " Q Plywood sheathing to be 6 " Mr- 12 Q in blocked with 2x6's at all seams ----- ---- ----------- - - N ^m m - --- - - - _- - 1st 4 2nd Floor Plans o_ m m to ensure continuous anchorage ------- ----------- --- - - - II ------------ N XI Plywood sheathing shall be _ it "� overlapped from first to secon• story Scale: 1/4" = I'-O" Q m �01 I I to roof truss GonneGtion "A" to maintain load path. i� m 1. N -t , vII shear capacity on Iod common nail in 2x = 135#/ face nailed Q m T U_ un use (5) Iod common nail / rafter = 135# / face nailed x (5) = 1050# OK E ii ii I K - O © Stud to o cite at each floor B _ N 13 X withdrawal capacity on Iod common nail in 2x = 56#/ face nailed m A- 7n \ i fl- shear capacity on Iod common nail in 2x = 135#/ face nailed '- m j I I K c`ry use (8) Iod common nail / rafter = 56# / face nailed x (5) = 448# OK ` - s N withdrawal capacity on Iod common nail in 2x = 56#/ face nailed „ „ _ 4-6 7-2 4 / m _1_, u = 12"1# / toe nailed O D. N shear capacity for shearwal l assemblies Ar�•�W� ___ _ rA _�i�_ --A �- _ 31-5° ______ ___�i� Q = 15/32 plywood sheathing 8d nails @ 6" o.c = 240# plf / _•• • / _,- ti - N . cementious siding - - 111 2x6 framing @ 16" O.G. - - r Q fl- ' _ Bay Home House N �j4 , 5-0 ii ir A rigid insulation Lateral for 120 m h wind WFGM 2x6 Treated plate p 1-40 o o sealer insulation 24'=243 'If ® 36/24 x 1.5 - 365 plf x 1.33 = 486# p O - T termite shield $ sill _ 15/32 plywood sheathingi:.1.......... .-MIS ' I 5/8" x12" longanchor bolts o „ T fastened to all members .,_,:.:::::::, Ridge connectors as required ,m ---S / with #Sd nails @ 6" O.G. on 1 With 3" square slotted washers edges and 12" O.G. on g 32" o.c. within 6" - 12" from I-I/4" x 20 gaage steel strap w/ " o T I I intermediate members Tension capacity of 500 pp rafter 5._O.. , 12 / 13'-2" i end of plate section and fastened as per manufacturer recommendation o ry / 7 min into concrete foundation - —,, _N • ii; A A • 12 435 Ba Home Road Foundation to late to stud "G" FPN _"� ' � y pm 14'-0" i 4° " Southold, New York / I i � i Lateral for 120 mph wind WFGM uplift capacity on Iod common nail in 2x = 121# / toe nailed — • - 12-1# / toe nailed x (5) = 635 #/ stud �v July 13, 200cf April 8'=132 plf x 1.33 = 176#/ stud = 15/32 plywood sheathing Sol nails @ 6" o.c = 240# plf NOT • COLLAR TIES ARE --- IDED 5, 2014 01'=145 plf x1.55 = 1G15#/ stud 240# plf x1.55 = 311.2 #/ stud RIDGE STRAPS ARE NOT REQ --- . Z June 18, 2015 --_-_-_, 5 Tension Capacity of 5/8" anchor bolt = 5815 #'s each in Shear Capacity of 5/8" anchor bolt = 3025 #'s each Detail 'I ' i Scale: I"=1'-0" Gross Section East/Yyest Scale: 1/4" = 1'-0" of 4 Charles W. Southard Jr. ARCH I TELT 3" vent thru Io'-o" roof 435 Bay Home Road II 211 •r- Ivent I - 'I . , \ Southoldt, Nev York I la 1I asphalt roof o - Phone (631) 471-5228 . vent shingles with (v ice 4 water \ I GWSarchitect@optonline.net shield g eaves ! I 2 4 valleys ,_.1...,2_- CV > x-1. 1- 1 1 1 TLS =__ - - T- T - Lrl I T i 1--- 1 cl - ' 1-iII, T 1 Tri L :_ 1 1 1 J , __- -- - - 1_ i 11 _ > lavatlory I i I ! � T J� T _-! __1. J_ _11 11 1I 1._ -_ _i i 1 1.11 . I. toilpt _ - - ' - I ' I 1 I - T ■■■■■m ! Jacu�zf i �. - _, I ! -- - -- -- --- -- - - ---- -I-i I - --- _ - - - --- - - -- -1-.-1L '-171,17_1_1_11 I 1 I ■ � �I T- 1 i � l i IT i I _..1 ! i i i.._1 ..!_ T Ty� l 7 _ 1_TI �_. .... .._I_ ' - -- . T T T I 1 1 1. . 1 ..-.....1.. 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( i►. � �-�° ' L f �i1 l_ i I 1 � dishwasher toilpt ! ir A ! oU �i� rt,, - 1 L� -1 1 1 ! toil-pt I tI ' ter T na �a r; 1 1 - �, _ t _1 . • �, 111 II , a 1 , ; ! 1 1-" - T I �_ (v a ii- 1 .1 T T--I__"Tri...-T. .i._, _ � 1_ J_._l._ J_._ 1 J , 1 1-�. v m 11--J } lT _ Ti-T --.. ! __I Ii 1 1. I. W in III 1 I 1 ITT T 1 T iT i i ! ! I T I 1 - - r 1 m I_ T _ i__1_1- I_____1_=1---r _, E111_._. _ EL _1.-_ _ _ th ��r - �\ --i- - _ T1 i - 1 0 .r I L _- y I I 1� 1 � '1 r I � I - i ,C ,, � L1T 1._,E1-___.E 11 T r I.1 _1„._1__._1...._.1.-.1....1_ H H 1st Floor I I 1 1 HI I lr i 1 -F` 1_ I -,- .E61, u V "v� �� 11 !.. I__i.T 1 •: I _, !- _�. 11,E L1 1i l l :HiII T L ITITT= i 11 I ILi-1-T - 1 _ 1 U1,-16\( ,/1 t ) r r r ■ L Z1 1 1 ■ 1r N N N N = a 1 I r i5 L � �` Q._ / a�� <N I �1 I i 1 1 -1----1-i ! - I I_ ■ _ tD N N = to \_ T __L L r �N No In \ 6 6 In N6 N6 I 1 T11 � I�Ii I I Iii 11 TT1 I 'T �' ` � � � % J^ d � i - - II , (v \ �, J, Ulm \ I ! 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