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�`pS�ffF�t�o Town of Southold 8/17/2015 • P.O. Box 1179 ` T 53095 Main Rd © �-/� �o� � Southold, New York 11971 W-_ 4 CERTIFICATE OF OCCUPANCY No: 37727 Date: 8/17/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 50 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 116.-6-24.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/27/2012 pursuant to which Building Permit No. 37680 dated 12/10/2012 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: alterations and additions, including new foundation, covered porch, wood frame entry, outdoor shower stall on deck, to an existing one family dwelling as applied for per ZBA#6550, dated 7/5/2012, amended 5/2/2013, amended 11/15/2012. The certificate is issued to Kimogenor Pt Co of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0071 2/4/2014 ELECTRICAL CERTIFICATE NO. 37680 12/19/2013 PLUMBERS CERTIFICATION DATED 12/8/2013 Cutchogue East Plumbing s 2' A t rm. Sign ure , suFe®la TOWN OF SOUTHOLD v. BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY Rt 0 1 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#: 37680 Date: 12/10/2012 Permission is hereby granted to: Kimogenor Pt Co Attn: William W Archer 29 Green Meadow Ln Huntington, NY 11743 To: construct a new foundation, alterations and additions to an existing nonconforming single family dwelling as per ZBA, Trustees, DEC and FEMA. At premises located at: 50 Jackson St, New Suffolk SCTM # 473889 Sec/Block/Lot# 116.-6-24.1 Pursuant to application dated 11/27/2012 and approved by the Building Inspector. To expire on 6/11/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,445.60 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $1,595.60 Bui ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. §//5//2 New Construction: Old or Pre-existing Building: V (check one) Location of Property: .5-0 dGt C/C S DV! c- Note(ck H/k House No. Street / Hamlet ,�j/ Owner or Owners of Property: `�i W1()(( �(�' /C(I'i f Lo .„ Suffolk County Tax Map No 1000, Section )1 & Block d Lot c2'I' Subdivision _ / Q� �o/�l L Filed Map.' Lot: Permit No. Date of Permit. Applicant: Tam ccgq t n it e../S Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request fol: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ t&;1/L41 Applicant Signature Town Hall Annex tn ED . Telephone(631)765-1802 54375 Main Road ; ED `Z ‘ Fax(631)765-9502 P.O.Box 1179 o ���0 roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 t lie, / BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bingham Address: 50 Jackson St City: New Suffolk St: NY Zip: 11956 Building Permit#: 37680 Section: 1 16 Block: 6 Lot: 24.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No: 34091-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 47 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 14 Smoke Detectors Main Panel 200a NC Condenser 2 Single Recpt Recessed Fixtures 76 CO Detectors 2 Sub Panel NC Blower 2 Range Recpt 30a Fluorescent Fixture 1 Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 46 Twist Lock Exit Fixtures TVSS Other Equipment 200a underground service, 8 ft multi outlet strips, 1-exhaust fan, 5-paddle fans 2-GFCI circuit breakers,9-ARC fault circuit breakers Notes: Inspector Signature: A1 Date: Dec 19 2013 81-Cert Electrical Compliance Form.xls SO I �w\.Ql ij , • Town Hall Annex ► Telephone(631)765-1802 54375 Main Road e Fax(631).765-9502 P.O. Box 1179 G ,�� Southold,New York 11971-0959 L O 1 ---qcountA0 BUILDING DEPARTMENT DEC e 6 2013 .219 TOWN OF SOUTHOLD BLDG DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: O. a 5 I 3 Building Permit No. 3 7C SO Owner: l Vl 1(Cc,(Rft ease print) Plumber: a-L -. G( c 6vo,J( /lye_ (Please print) F77- p I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this . day of 20 I -7) '41) r\C-,n c• ikcigE LiNCH . ted REND,Sets Rom Yo* eti in&Rolk County Notary Public�5i f .u. County Commission Expires April 14,2(3) L SO „,i *of SW/4i;(L7 �;, 4 cfPi 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _' ,i ° ,_ , , , - / DATE (;)///3//37/7 / //3INSPECTOR 7-1"'g4-c-4"'" °° pES0(/,,�/ _ ,',moo# f:ft # eee TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: tart-- --e-'12e �..:� %eAl4j c. c7k /5,r o111 PrACIdllir;111LII e • DATE INSPECTOR --);1("P (Z.C2) ,,,,,,,,,, I, ly_ 0Z. 4\ 4/4 ...__ I, A'457-' 1 -I4ou1\1'1 IIII TOWN OF SOUTHOLD BUI 765.1802 NSPECTION _ [ ] FOUNDATION 1ST [4 OUGH PLB 0 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 061 REMARK • / ._ -i t _ - f 1 II! • Clir_ ___ MEW '.- r-4...c-li/ ' 4:44---L., 'C7, /y c.. .e:7- 4), i 621,ge-f- . 4-97---6,/?--2,,pD Irl 1 .:rG / , ' me,,/ Z / DATE / ,1 / 3 INSPECTOR 1' 4 r SO(/lyo # # ; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]"{E-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [r] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL I, AL) REMARKS: 7/( 3 DATE INSPECTOR FO /e.= 2 ��r4-- e'' 'of SOUlyo. 01% 4 ;* * e€ �, �o �� , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C �4,,A.-4-ft %I( çí ,- POI ,,11/ /424.-(Cfrtg. 401.4-42 =� 4 .0 hiea-fr,Z- . DATE /1-- 13 INSPECTO - if " �O�OFy�. T r * ,fit O '12/6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ' , ELECTRICAL (FINAL) REMARKS: DATE /.9 T 5 INSPECTOR` ` gl `4` FIELD INSPEION REPORT DATE COMMENTS W J ti EOUND�i`�ION(1ST) `` - n 6/ FOUNDATION(2ND) ' ' .-.°.' -- '4-4,-- (-Z,c9 • 3 r, 1 o r„, ,, .,,...7fi',2 ,,,,,, ,- _ , ae: .‘.-4. -z- -d-e-2-ef /. i -d 'ulc; . . k-e, ir-7----- ----6--*-- ------ ---i--•• 1-,%,,,...... .,;,(7........:e. , u c4 &-it 9 \ ,/ j A• ROUGH FRAMING& PLUIVIB1N -'r--o-''s'r-dA--1:el '' ' . .-,. - - T ' / ' ,- G ; 3 - V2, # / t=i INSULATION PEA N.Y. y STATE ENERGY CODE • 7 ?.. , 4 . • v •J '• {, '"4-a.11'c j i'-s;...t isi IicG' L I ,L- 'L. .,,,&,, --72,, • t , .494 _.' 7-FINAL , A tediQ� /uE. 0 iii4a4--e--47-4 /Al*ic__for. 41 • C / Vi ., (7 , ADDITIONAL COMMENTS NreR_a. e; , , (CIL. , ` a,\ Cc L — CJ- 3 \..e..e c. CAAA-- -6% C___E)v-vv.D --P-bi ----C-N-4 S+-12-41-J 62---tue C-46 ik , r., Z /9 � o 7z ox. oVi3 _e:- c_r-c-,--,_7.%.,‘, 2„, ap, ... . ....,0,g.‹.-8..,,,, ...g........ ,= =.0' - -,-----i-J-r..)n (9. -/k//3 , ,-, -7---.:1-x,-'',, _____.,,,s..e7 ,...,,,___;_,,>,., _,,,, 0-e„., .. ..,„,„,,,g,,,,r? • 0,Viih 3 A 4 1_ - -,-___-,',.,___:,tgeeze,,s-rg&„, ,,,„,„, ,,g.. .,....z_. -- •&,e , ,o, Adr O)- ( ( i.1� — 1 - 9 - _ „,..00,..a.„‘„_,„„-- gy p ://kV /3 /0-v-, ,-,e.,....-.7 •-‹ ....e.....„..._ h 1757 t7 /"; .OA- ° ....leg 0454 77,1,,,,_ z/ « y l-- e i T44WN OF SUIT•, *LD BUILDING PERMIT APPLICATION CHECKLIST BUILDING TEP T1VIENT Do you have or need the following,before applying? T gyp WN . : LL Board of Health S OUT,. OL I,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NI. 3tg Check Septic Form N.Y.S.D.E.C. • tJ 2 C E V V E Trustees L� Flood Permit Examined 3 ,20 / Storm-Water Assessment Form 0 AUG 2 3 2012 act- Approved •/ ,20 /� Mail to: c Disapproved a/c BLDG.DEPT. /, TOWN Of SOUTHOLD Phone: %� L 6)405 Expiratio `( ,20 BuildinI pector APPLICATION FOR :UIL 1�ING PERMIT Date �� ,20 J� INSTRUCTFSNS 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 demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Thlairgd (Signature of applicant or name,if a corporation) oW3,/116 k4 C d 7 4 e, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 4th Name of owner of premises '(Moe' l'' Ac Lt e / (a c, (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: 50 b/ce (, , )ye.) gut House Number Street • Hamlet County Tax Map No. 1000 Section /1( Block 0 6 Lot aZg• Subdivision FiledglV[ap-No .-; Lot 2. State existing use and occupancy of premises andrintended use and occupancy of proposed construction: a. Existing use and occupancy piny 7ztm if j Ve�-,`ar'el�iCe ®f'/ /YI D^�ffr4j b. Intended use and occupancy OPa//12 � / Zk%( 3. Nature of work(check which applicable):New Building Addition V Alteration [� Repair Removal Demolition Other Work (Description) 4. Estimated Cost On ()CO Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 04,6 , •Number of dwelling units on each floor if garage, number of cars n 0116 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A/`/ 7. Dimensions of existin_a structures, if any: Front £ . 4-. Rear t. Depth 41 Height Q Z Number of Stories 7-ry O Dimensions of same structure with alterations or additions: Front 6-Z oet• Rear 502 7 ' Depth 17L/ C-`' Height oZ 7 Number of Stories D 8. Dimensions of entire new construction: Front Rear •epth Height Number of Stories 9. Size of lot: Front 0/ j Rear 7/3 Depth .5-90 t 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated / i54 ��t)ed 12. Does proposed construction violate any zoning law, ordinance or regulation?YES V NO 13. Will lot be re-graded? YES V NO Will excess fill be removed from premises?YES NO 17 14.Names of Owner of premises kd�2 " I Address Ice�C2�/rl . /V., Phone No.,6l6 5W 6727 Name of Architect pt`'/kP/t eti erldnam, Address Cet 9 Phone No 4-Ct.0 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES I/ NO * IF YES, SOUTHOLD TOWN TRUSTEES & It.E.C.PERMITS MAY BE REQUIRED. Co hi 47?'uddteO, b. Is this property within 300 feet of a tidal wetland? * YES '� NO * IF YES, 'l.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 k/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 7710"m zs' 0, Sa blit Cf eL4 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Arrki 14<G-/A -e{ ,t- (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sw to before me this 'F�`` day of 20 Ce ''` ^• Notary Public , Signature of Applicant CAROL HYDELL NOTARY PUBLIC-STATE OF NEWYORK NO.01HY6189695 QUALIFIED IN SUFFOLK COUNT COMMISSION EXPIRES 06130/20 10 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 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey ; SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c 5/1`t 1 ,) ,{ �/1�) Phone: 1M- k 4.05 Expiration ,20 H. / WE -Th 2 --� Building Inspector ® ?�,, gi i� APPLICATION FOR BUILDING PERMIT Date V1411 ,20 INSTRUCTIONS BLDG.DEPT a.This tn' T '"'.ilRcACc`lTST 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 demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signa�+'e o applicant or name,if a corporation) ,252,35 ffia4, ia, caf N ( ((ZZs (Mailing address of applic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Aratii fear Name of owner of premises 0410qeh,cr Po Cl i c%((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: 5o e!l.c .g©�, a. rei n ck Ko/CE House Number Street r Hamlet County Tax Map No. 1000 Section I 1 (P Block 06 Lot 14' I Subdivision Filed Map No. Lot r.4 2. State existing use and occupancy of premises and intended u e and occupancy of proposed construction: a. Existing use and occupancyt}1G�x, f a4'Y6 f e&l Gt.2,i4G' 9 of -i- s (el plerfile b. Intended use and occupancy (>t, ,e 3. Nature of work(check which applicable):New Building • Additio • Alteration Repair Removal Demolition Ot er A Cr (Description) 4. Estimated Cost it 600,0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units oriel Number of dwelling units on each floor If garage, number of cars nO110. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1 .(�.� 7. Dimensions of existing structures, if any: Front 5)_. Rear 5 2 4• Depth 41 f Height Number of Stories Dimensions of same structure with alterations or additions: Front �� Rear '�''� Depth Height Number of Stories o r' 8. Dimensions of entire new construction: Front 5), 1t• Rear �-aa4. Depth ` rrI✓ Height 62-7 l_ " Number of Stories ttl)p 9. Size of lot: Front 17"V. Rear 7� - Depth 590 Pi" 10. Date of Purchase Name of Former Owner �'f 11. Zone or use district in which premises are situated IIL-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES 1( NO 13. Will lot be re-graded? YES' / NO Will excess fill be removed from premises?YES NO t/ 14.Names of Owner of premises 1C1ii'dolor Pi. Address Al ii Qit.O1 GT Phone No. Name of Architect t, a,( (�i,Ritd 4 eeimaNt, Address Cri, CCto Phone No 7 L- (Q 4-o `5 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. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale, with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO -/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S,Fvo` p 'no//as 0, �h avel6 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ArCki• t /Mc4/lt (Contractor,Agent,Corporate Officc. of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of -ira 20 12/ alVs I Notary Public s Signature of Applicant , L,LL- ••.�.,��L'1 ..�.. . . 2.131 :.:fry A •i<T xc,. " v ,°ry E:'" 1 ,=tr'n+q'oAi'h� u d n n' ..0 Y o,.�, '-., „v n isp, i '*, '4';'P• x, .; :3r 1;,�wnn'_, ���VafA1�du,,,;: akoN 'R'Ai ��„1 4//',' �1 t�iE. ���, ,, r'r,,,i,..�. �aAA�A UN.y ;'• i,r^-�Ooh ��(.x. ,f`'�l7 •, •t..�tl 1{9Af ' w ,* 1�t �.• \ / ^ ��." ,::: \ / „g7,'--. ' (s-i ( 1'`�N..•',J ' 311t_4':„ . 1 k� 1� o-c:�/ ` �'-, 1 `l /�� il' tip ;1�cry :%-.K2,. ”' e,f - evx�n,'!"S'."_ t.l,.r...`"k"' f = ti r lr� i�, _ /�` y'_- mak- 6a. ..'r.r.....;V',.:.7 Y'rZwvnr .''rr1e '5,..._''..;> , • 'rr`` l 2 � gNo� •" s .J�;,z .'\2y 7 \ j, ' '. f' BOARD OF SOUTHOLD TOWN TRUSTEES 4Y _, A jni8A°3 d{' "4" NEW YORK : ' - SOUTHOLD, 77,,,,i:\:::,,,,,'_1 , `j`-` DATE: JANUARY 18, 2012 s- PERMIT N 0. 7712 >0.'"i ,�-•:. ISSUED TO: DANIEL & JACKIE BINGHAM ''• y \ .y tZi r AUTHORIZATION tr PROPERTY ADDRESS: 50 JACKSON STREET,NEW SUFFOLK • _� 77,...,.4; ¢��v�1'yuz,,rN Y """-"° SCTM# 116-6-24.1 "� ' •- lr. _.. P,,� ,� J?iiPursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in , ., ` iYMN141' • _ ;z � accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 18,2012,and IL'��';> ':'- a in consideration of application fee in the sum of$250.00 paid by Daniel&Jackie Bingham and subject to the N Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits ^�"i; �t the following: 5=` {-if, --- rc ,` `. ,{ Wetland Permit to reconstruct the existing dwelling with a new addition and M �4ai, ' r, new septic system, with the condition that the most seaward proposed drywell be b'.yeN. ' m,'' relocated outside Trustee jurisdiction; and as depicted on the site plan prepared by �,,:� :`:��1 Samuels & Steelman Architects,last dated December 21, 2011, and stamped approved I,,K �� � .ep:• _{ on January 18, 2012. a;:. i ' IN • WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, a •,"0 16 and these presents to be subscribed by a majority of the said Board as of this date. t;i, e ,N•Ff e A .,. / ,tom �' ; 04�c,:,`^_ 7 ::::a. •1 • 11 ,n ((- :v �iltie %®�+�1 p'4 W i Jo, \"s5Y/ ;';';; ,( t, ( Mitt';';', !:1 61;,r �r V% -- -,--W; rz,;.:•� ,,:;c;s,4_ �:.fi„,^i;r'•G,•;s,. 2.Y?rF.::i,x,,,,•:r:,;.,„4,,,,,,,,,,„:6,,,,„.„,,,,,-„.„3„..,,,,_ 3'4 �:= .,a.:- '^,,,.�%$:__ ru.- :q:.3,r"'``ih:; ;:k:;x'�,,;;.;,F.:"T -.y".•,,.aJ•i'e5:i� - -u. _ _ _ rn =_ _ �'- - ' + �.lj; _ _ r, , ,l,-;, - _ - •'' \,. -_:r eg{ri _�y.,'•.it'rr-" - t.a - ,�L-- i' .. a.yRei' "L-t Li= ��••�•_v" - .sci, - l¢='�`` '�- yy- ✓Fd 4� `Y�` Via^ a�� ` / ,ria cF.Y �'1�':; .efi' - :ti W.�� / '''''':44'1)-- G✓ '^ �*\ ��, ( ` � ��^;^-'*sv,T4'.`x"' Zvi+ 0Y ve ';:% + ivr°.+j1- ;. r a �Nx•,u.A„d 6i V �y4 Nii Iv [ •,+.44u, ah,- -A140.9,' n. ''',,'.„,..::::`..-_:',',4,"1,4,4t.:':-;,','''' � h,. . ..,i�''t-,..,, ; 2''- nonl._F A�.."-A4 l-_';� ,.�...,,,,;;..- ^Iw _4,v Nsy.��:: ''',.� e>`�ys. "fid J/ i. y`, 1 u,- 'i4ti,ln�, n s 1c t.•.. _ ," .�._ James F. King, President I" S®U�y_ Town Hall Annex O 54375 Main Road Bob Ghosio,Jr.,Vice-President P.O.Box 1179 Dave Bergen ; a,� Southold, New York 11971-0959 kw t John Bredemeyer v' @ Michael J.Domino � Telephone(631) 765-1892 Ol,YC � � Fax(631) 765-6641 ®UNT`I, /'i° BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 14, 2012 Mr. Tom Samuels Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11958 RE: DANIEL & JACKIE BINGHAM 50 JACKSON STREET, NEW SUFFOLK SCTM# 116-6-24.1 Dear Mr. Samuels: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 14, 2012: WHEREAS, Samuels & Steelman Architects on behalf of DANIEL & JACKIE BINGHAM applied to the Southold Town Trustees for an Amendment to Wetland Permit #7712 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 5, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 7 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#7712 to raise and construct renovations to dwelling on new timber in foundation in order to meet FEMA regulations, and as depicted on the site plan preparedby Samuels & Steelman Architects, last dated on August 20, 2012, and stamped approved on November 14, 2012. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $0.00 This is not a determination from any other agency. Sincerely, James F. King, President Board of Trustees JFK:amn John M. Bredemeyer Ill, President •''o�S11FFat4.e:®G Town Hall Annex Michael J. Domino, Vice-President lit ya54375 Route 25 James F. King a cia ate P.O. Box 1179 Charles J. Sanders ;o it. Southold, NY 11971 \lb, d' Telephone(631)765-1892 off ' „i'� Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0954C Date: February 24,2014 THIS CERTIFIES that the construction of renovations and raising of the existing dwelling on new timber piling foundation with a new septic system;and most seaward drywell relocated outside Trustee jurisdiction At 50 Jackson Street,New Suffolk,New York Suffolk County Tax Map# 116-6-24.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 21,2011 pursuant to which Trustees Wetland Permit#7712 Dated January 18,2012,was issued and Amended on November 14,2012 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 renovations and raising of the existing dwelling on new timber piling foundation with a new septic system;and most seaward drywell relocated outside Trustee jurisdiction. The certificate is issued to DANIEL&JACKIE BINGHAM owners of the aforesaid property. Authorized Signature 12/05/2012 15:53 6317346407 SAMUELS&STEELMAN PAGE 03/08 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00249 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: DANIEL/JACKIE BINGHAM KIMOGENOR POINT COMPANY PROPERTY 170 OXFORD BLVD KiMOGENOR PT RD AT JACKSON STISCTM# 1000-1.16-06-24.1 GARDEN C1TY, NY 11530 NEW SUFFOLK, NY 11956 THE KIMOGENOR POINT COMPANY C/O DANIEL BINGHAM 170 OXFORD BLVD GARDEN CITY,NY 11530 (203) 834-1896 Facility Application Contact: SAMUELS &STEELMAN ARCHITECTS 25235 MAIN RD CUTCHOGUE,NY 11935 (631) 734-6405 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: New Suffolk Facility Principal Reference Point: NYTM-E: 711.731 NYTM-N: 4540.669 Latitude: 40°59'23.0" Longitude: 72°28'58.6" Project Location: Kimogenor Point Road at Jackson Street Water Course: Great Peconic Bay Authorized Activity: Reconstruct existing dwelling, entry steps and porch, construct addition to dwelling and extend porch,remove existing septic system and install new septic system, All work must be in conformance with the attached plans stamped NYS,DEC approved on 2/16/12. ARNO-DEP (CKW) Note: Jurisdiction is from the south only. Jurisdiction from the north is limited by the existing functional bulkhead that was constructed prior to August 20, 1977. Permit Authorizations Tidal Wetlands -Tinder Article 25 Permit ID 1-4738-00249/00030 New Permit Effective Date: 2/16/2012 Expiration Date: 2/16/2017 Page 1 of 6 12/05/2012 15:53 6317346407 SAMUELS&STEELMAN PAGE 04/08 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION W Facility DEC ID 1-4738-00249 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator: MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKE50 CIRCLE RD STONY BROOK, .l NY 1790 -3409 Authorized Signature: /,/1 Date._/_a_../ Distribution List SAMUELS & STEELMAN ARCHITECTS Habitat-TW CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORT7J D PERMITS NOTIFICATION OF OTHER PERM 'I"I'EE OBLIGATIONS NATURAL RESOURCE,PERMIT CONDITIONS , Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Thomas C. Samuels, last revised 1/11/12. 2. State Not Liable fin.Damage The State of New York shall in no case be liable for, any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 3. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation Page 2 of 6 12/05/2012 15:53 6317346407 SAMUELS&STEELMAN PAGE 05/08 >1111 N NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATiON Facility DEC iD 1-4738-00249 of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural.resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 4. State May Require Site Restoration If upon the expiration or revocation of thi.s permit, the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to.its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 5. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or, any other environmentally deleterious materials associated with the project. 6. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 7. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 8. Minimum Setbacks for Structures and Septic System This permit authorizes reconstruction of the residential structure in-place, plus additions. No portion of the structure may be located less than 95 feet landward of the tidal wetland boundary to the south (Great Peconic Bay). The septic system may not be located less than 100 feet from the wetland boundary. 9. Sanitary Systems above Groundwater Sanitary system (bottom of tank and.leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 10. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 11.. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per. the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas arc stabilized with vegetation. Page 3 of 6 12/05/2012 15:53 6317346407 SAMUELS&STEELMAN PAGE 06/08 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION w Facility DEC ID 14738-00249 12. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer. than 48 hours shall be contained by a continuous line of staked haybales /silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 13. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 14. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 15. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 16. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 17. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 18. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 19. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 20. Prohibition Period for Nesting Birds To protect nesting shorebirds, including threatened and/or endangered species, no regulated activities may occur between April 1 and August 31, inclusive, of any calendar year. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an.authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to FCL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 12/05/2012 15:53 6317346407 SAMUELS&STEELMAN PAGE 07/08 Arm NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 113 1-4738-00249 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the tennis, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal.,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK, NYI1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department .reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions;relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 12/05/2012 15:53 6317346407 SAMUELS&STEELMAN PAGE 01/08 New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road,Stony Brook,NY 11790.3409 111111111111 Phone: (631)444-0365•Fax: (631) 444-0360 Website:www.dec.nv.aov September 27, 2012 PERMIT MODIFICATION Kimogenor Point CompanyV C/O Daniel Bingham -itECEIE 170 Oxford Blvd. Garden City, NY 11530 i C 5 2 2 Re: Permit #1-4738-00249/00030 ARNO-DEP BLDG. DEPT TOWN OF SOUTHOLD Dear Permittee: The Department of Environmental Conservation (DEC) has reviewed your request to modify and renew the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize: Renovate existing dwelling instead of demolition and reconstruction, install pile foundation to raise dwelling and revise configuration of septic system as shown on the attached plans prepared by Tom Samuels (2 sheets), last revised 9/6/12, stamped NYSDEC approved on 9/27/12; and subject to modification of Special Condition #8 as follows. 8. Minimum Setback for Structures and Septic System This permit authorizes renovation of the residential structure in-place, with additions and installation of a pile foundation. No portion of the structure may be located less than 95 feet landward of the tidal wetland boundary to the south (Great South Bay). The septic system may not be located less than 100 feet from the wetland boundary. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, ark Carrara Permit Administrator cc: Samuels Steelman Architects BOH-TW File n US.DEPARTMENT OF HOMELAND SECURITY Efl JVARr O®N ©I TDEFOCATI OMB No.1660-0008 ' FEDERAL EMERGENCY MANAGEMENT AGENCY rL V k*U IJ ITiS I!- �9 National Flood Ina.mnn Program IMPORTANT:Follow the instructions on pages 1-9. I Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name\�,n ft. ` �� I y yNcunber �� I ��I Policy A2. Building Street Address(incl ding,Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. I Sc.) -lc. 5�.. 4.1 c .f Compare Nat Number City ,Ie.W Syr p,i�: State ,•l iJ !`ZIP Code N !"e f-✓ I"rf S C J S'6 A3. Property Description(Lot and Block Numbers,Tax Parcell Number,Legal Description,etc.) S✓f-f.Th 6,-yy T... Y 1.-.�•�' lJo• /JOCK- 114-- 06- Z-64.t A4. Building Use(e.g.,Residential,Non-Repidenti ls,,A ition,Accessory,etc.) R.�Sdr2t,.ire_ A5. Latitude/Longitude:Lat. LID"5-9 Z/• JNJ Long. 7 Z"Zs A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.Horizontal Datum: ❑NAD 1927 ❑NAD 1983 Al. Building Diagram Number !4 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosures) q‘c3. A9.For a building with an attached garage: sq ft a) Square footage of attached garage b) Number of permanent flood openings in the crawlspace _sq ft or enclosure(s)within 1.0 foot above adjacent grade b) Number of permanent flood openings in the a hed garage c) Total net area of flood openings In A8.b owithin 1.0 areafoot above adjacent in A d) Engineered flood openings? ❑Yes No sq in c) Total net of flood openings in A9.b � sq in d) Engineered flood openings? ❑Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&CoCommunity NumberB2.County Name / Ake," fU 'ro,,Jn v Sv✓ o �33 �� /` i B3.Slate B4. Map/Panel Number B5.Suffix 86.FIRM Index Date 87.FIRM Panel Effective/ B8.Flood Zone(s) B9.Base Flood Elevation(s)(Zone 3(40 3 c...)S7-31 II -, Revi,sed Date Sept; A0,use ase flood depth) 7--.5-; zoay (f B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile [FIRM 0 Community Determined ❑Other/Source: 811.Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 I 'NAVD 1988 B12.Is the building located In a Coastal Barrier Resources 0 Other/Source: System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes rjeKo Designation Date: / / 0 CBRS 0 OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* ❑Building Under Construction* ,� *A new Elevation Certificate will be required when construction of the building Is complete. I81 Rnished Construction C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: G�J S Vertical Datum: rJr7 VD I 9 8 Indicate elevation datum used for the elevations in Items a)through h)below. 0 NGVD 1929 Datum used for building elevations must be the same as that used for the BFE. 0 NAVD 1988 ❑• gaa�ag: a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 0 Check the meas r Fen'it used. _ _ __ b) Top of the next higher floor feet 11 met r - c) Bottom of the lowest horizontal structural member(V Zones only) -_1(1...__.�_ I feet NI me 1 d) Attached garage(top of slab) /1 i"feet NI IInlI1e � AUG 2015 `' �- / - -- 0 feet •imeter e) Lowest elevation of machinery or equipment servicing the building 10 0 (Describe type of equipment and location in Comments) feet r meter _ , f) Lowest adjacent(finished)grade next to building(LAG) o ' , , ' �'i ; g) Highest adjacent(finished)grade next to building(HAG) ®feet ■meters r. -Z O [$feet ■ _ h) Lowest adjacent grade at lowest elevation of deck or stairs,including y structural support [ feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION __ This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation r- rr A . Information.I certify that the Information on this Certificate represents my best efforts to interpret the data available. /-..:„."---- ---�ey I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S.Code,Section 1001. ' ■ .heck here if comments are provided on back of form. Were latitude and longituderection Section A provided by a / �A�r-0, '- `1 'r;Check here if attachments. licensed land surveyor? Yesf. °y� r 1 0 No , get. tr q Certifli�eer�''s Name NG�'Gr y ro �a^W i,, License Numbe 'Z' FLAG; - I Title Co an Name..., I 05-oil/�' _ SAI ;'A 4-7'- &b / p tS Address S.r</,!,( lpr City 1gr'�,"yGu�'WIn i� 4w 4J S�fJB,lyt"G L r` � t }}}f I P-O, ao- I'"' Jc4 mg.SpQr 7 State ZIP Code t- �•, / Signature Date f ` (?O ©�7�50.46:4- � I Telephone \' /A ` i7/11/�/3 631--7Z.7_z490 ' FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation. _. J� Replaces all previous editions. ELEVATION CERTIFICATE,page 2 IMPORTANT:in these spaces,copy the corresponding Information from Section A. � Ut 'COMPANY iPu_ Y U$E:,Buildin Street Address(Including Apt.,Unit,Suite,and/or Bldg.No.)or PO.Route and Box No. pp;3y� yq;0 Sfee • City State IP Code C new!C Nfu r:�e S-!fcz! � 19 S- SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)Insurance agent/company,and(3)building owner. Comments_il Ida or/11 S. / H 6 ak5 j ce Leha,✓ fA¢_ ile Je ci ;i G?n-kra rcr. I ., ►I Woo WI I /1_ 'PO ' 1 n li ]� i cl/-jrnJ ✓�,.1 e,- )p C7, APr cad ' ¢fvn P/ J^P1'S tine 1 // l ` / !. /Q P r aG4/'ed �/7 Sf�e .,Lc, P.daf)L S��L v� Signature � ,J Date / • SECTION E,-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED.FOR ZONE AO AND ZONE A ) (WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5.If the Certificate is Intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items EI-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(Including basement,crawlspace,or enclosure)Is 0 feet 0 meters 0 above or b)Top of bottom floor(including basement,crawispace,or enclosure)is00 below the HAG. • 0feet 0matersabove or 0 below the LAG. • E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building Is 0 feet 0 meters E3.Attached ❑above or ❑below the HAG. garage(top of slab)is . 0 feet 0 meters 0 above or E4.Top of platform of machinery and/or equipment servicing the building Is0 below the HAG. 0 feet 0meters 0 above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,Is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance?❑Yes 0 No 0 Unknown.The local official must certify Misinformation in Section G. • SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-Issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representatives Name Address City State ZIP Code Signature Date Telephone • Comments • • 0 Check here If attachments. • • SECTION B-COMMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by law or ordinance to administerthe.communitys floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. 61. 0 The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A(without a FEMA4ssued or communityissued BFE)or Zone AO. G3. 0 The following information'(Items G4-G10)Is provided for community floodplain management purposes. IG4. Permit Number • IG5..Date Permit Issued I 66.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement 68. Elevation of as•bullt lowest floor(including basement)of the building: . • 0 feet ❑meters Datum • G9. BFE or(in Zone AO)depth of flooding at the building site; G10.Commun ❑feet ❑meters Datum ity's design flood elevation: 0 feet 0 meters Datum Local Official's Name Title • Community Name • Telephone • Signature Date Comments 0 Check here if attachments. FEMA Form 086.0-33(Revised 7/12) . Continuation Page For Insurance Company Use: I Bu�0ding Street Address(rnctuudmg Apt,Unit,Suite,andlor Bldg.No.)or PD.Route and Box No. Polley Nunfher • 5(2 L-4 k 5g.-,. 5 Afzx.F CityStat ZIP Code yN/�CNumber �-P_,_ 5.•F�mc sG hov5e- Un A fr✓oacj P°a� zr�/k ti 7 e- ei/«1 -, 10,0 411 41 -r J7Y ///G 9r-e.- ioe4 e„( of. e lef✓v ic.4 �loo r �f le✓u�/„ /I.4/ / ree.-/er?r en biz/ J r tioz: Skic- ol will, (wood - PAD w, OO II/� 1-o l -P-(007 7J' J rata&_ e, 4rec, ,Jr l��� �'�.� eje;;::.�G�. �lv`vl f S 4/I LCV✓G C/ Sum . ELEVATION CERTIFICATE,page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite, nd/or Bldg.No.)or P0.Route and Box No. Poll y i'lumtei 5-Q � � k5� , 5f"''u City State ZIP Code • Comp.nv N410 Number P&L,/ 5 4-c..-) )k ki2e.. car IT (1 LI 5-E If using the Elevation Certificate to obtain NFIP flood Insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 111, �;to,I 5 de, - - C 5T rcoT" 5/416., • • • • •st — Ir IN _w rim LI Gm f/ / f 5/JO ir' • ilahlIH ---n•lwin! • � �, 1 I I 4, • FEMA Form 086-0-33 (Revised 7/12) Replaces all previous editions • • ELEVATION CERTIFICATE,page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSSRANCF COMPANN US3 Building Street Address(including Apt.,Unit,Suite,and/or BI No.)or PO.Route and Box No. Policy Number. CL") S4 L i-5s-, s�r�-z i-State te ZIP Code i1 S✓ c� k Nz✓ .`4ik` I'o (_� CiHrlpen,MAICNumber If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View"and "Rear View";and,if required,"Right Side View"and "Left Side View." When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. e A i - _ tt I I ! 4 rur++uilil•• �HtllII it lulimii.l Il !.."ks' J psi • 1,6- S%lam f 0 • I� 1 r .� R r FEMA Form 086-0-33(Revised 7/12) Reoinr, nil nrpvin,ic,-4:w,,c APPLICATION 4, • PAGE 1 01 a —'._ TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements arc 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. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE./ T' (APPLICANS SfbflATURE) / DATE dt l(2,fig Y:' SECTION 2: PROPOSED DEE1c.LOPMENT(Tb be completed by APPLICANT) NAME ADDRESS TELEPHONEAPPLICANT d 5235 I ,'/ .' 4- go- 5- , vidAtai BUILDER qr f 00 ENGINEER ✓�' !� l w "` 73 -6Y ®S- • PROJECT LOCATION: To avoid delay in processing the application, please provide enounh 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. (5 • it 'Aou ce- f-6,eiue FDP(93) • APPLICATION 4 PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT Ac;l IVITY STRUCTURE NI'E ❑ ew Structure Residential (1-4 Family) U�/Addition 0 Residential (More than 4 Family) /Alteration ❑ Non-residential (Floodproofmg? 0 Yes) ❑ Relocation 0 Combined Use (Residential & Commernal) O Demolition 0 Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S 6Q 000° B, OTHER DEVELOPMENT ACTIVITIES. O Fill 0 Mining 0 Drilling ® Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements.(Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) t 'individual Water or Sc r System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLQODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: 0 Is NOT located in a Special Flood Hazard Area (Notify the applicant that review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) 13 Unavailable O The proposed development is located in a floodway FBFM Panel No. _Dated ❑ Sec Section 4 (or additional instructions. SIGNED DATir APPLICATION u PAGE 3 OF 4 SECTION 4. ADDITIONAL INFORMATION REOUIRED fTo 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. 0 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 lust floor, details of floodprooling of utilities located below the first floor and details of enclosures below the first floor. Also, Cl Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). O Floodproofing protection level (non-residential only) Ft. NGVD (MSL). For <ra �. IIoodjiroofed structures, applicant must attach certification from registered engineer or architect. 0 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 supportingwhir finding must also be submitted. ❑ Other: E ! 5: PERMIT DETERMIN TI.N i •e corn.leted . Le AL ADMINI RATS R I have determined that the proposed activity. A. 0 Is B.0 Is not • in conformance with provisions of Local Law # , 19 . The permit is issued subject to the conditions attached to and made part of this permit. • SIGNED , DATE • If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If 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 Iv PAGE 4OF4 _. APPEALS Appealed to Board of Appeals? 0 Ycs 0 No Hearing date: Appeals Board Decision --- Approved? ❑ Ycs 0 No Conditions - SECTION 6. AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issucdl 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. I. 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. .4p7 SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law [or flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES ❑ NO • E I•N :: ERTIFI ATE •F •MPLIAN E • .c c.m leted . • AL ADMINI RAT'R Certificate of Compliance issued: DATE BY: • `NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Fae ility DEC ID 1-4738-00249 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for peiniit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 3, 2012 To: Thom Samuels for Bingham at Kimogenor Pt. 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated January 11, 2012 For 1St &2nd story enlargements & alterations to a seasonal dwelling at Location of property- 50 Jackson St.,New Suffolk, NY County Tax Map No. 1000—Section 116 Block 6 Lot 24.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming lot, is not permitted pursuant to Article XXIII Section 280-123 which states; "A nonconforming building containing a nonconforming use shall not be enlarged, or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." The existing seasonal dwelling is a nonconforming building with a nonconforming use. In addition, the proposed dwelling is not permitted pursuant to Article XXII Section 280- 116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The survey indicates a proposed dwelling setback of approx. 57.4' from the bulkhead. 47ciaL-e•—egj Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 8, 2012 To: Thom Samuels for Bingham at Kimogenor Pt. 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated January 11, 2012 For 1 &2 story enlargement & alteration, including adding heat at Location of property- 50 Jackson Street,New Suffolk, NY County Tax Map No. 1000—Section 116 Block 6 Lot 24.1 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming lot, is not permitted pursuant to Article XXIII Section 280-123 which states; "A nonconforming building containing a nonconforming use shall not be enlarged, reconstructed or structurally altered or moved, except as set forth below, unless the use of such building is changed to a conforming use." The existing seasonal cottage is nonconforming building with a nonconforming use. In addition, the proposed dwelling is not permitted pursuant to Article XXII Section 280- 116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The survey indicates the proposed dwelling setback approx. 62.5' from the bulkhead. p,, /, / Authorized Signature *altered to reference the house will be heated &clarify bulkhead setback for entry. TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 5, 2013 To: Thom Samuels for Bingham at Kimogenor Pt. 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated March 5, 2013 For demolition & construction of a single family dwelling at Location of property- 50 Jackson Street,New Suffolk, NY County Tax Map No. 1000—Section 116 Block 6 Lot 24.1 Is returned herewith and disapproved on the following grounds: The proposed demolition and construction on this non-conforming lot, is not permitted since the work performed is beyond the scope of the ZBA Decision# 6550. Authorized Signature BOARD MEMBERS eV � OF $�U c Southold Town Hall Leslie Kanes Weisman,Chairperson ����� Tiff 53095 Main Road•P.O.Box 1179 James Dinizio,Jr. 4 4? !O Southold,NY 11971-0959 Office Location: Gerard P.Goehringer ; v, Town Annex/Fast Floor,Capital One Bank George Horning 74, �O���� 54375 Main Road(at Youngs Avenue) Ken Schneider ;lij'C®U � .o Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 September 6,2012 Thomas Samuels Samuels& Steelman Architects 25235 Main Road Cutchogue,NY 11935 Re: de minimis request, Application#6550-Kimogenor Point Dear Mr. Samuels: I am in receipt of your letter dated September 5,2012 with attached architectural plans stating that your original application to renovate and construct additions and alterations to the Bingham residence on the existing foundation as permitted in the AE-6 Zone must now be constructed on pilings which will increase the height of the dwelling to+11 NVAD, per FEMA requirements in the VE-8 Zone. I thoroughly reviewed your new proposal and placed it on the Zoning Board's September 6,2012 Regular Meeting agenda, as per your request.Your proposed new construction is not de minimis in nature relative to the basis upon which the Board reached its decision. Therefore your request is denied. Should you decide to go forward with your revised plan to renovate and expand the Bingham's existing dwelling,you will have to go to the Building Department to obtain a new Notice of Disapproval and then re-apply to the Zoning Board. If our office can be of assistance,please do not hesitate to contact us. Si erel it1- — REGE 1-0) Leslie Kanes Weisman Chairperson/Department Head I SEP - 7 2012 BLDG.DEPT. Cc: Building Dept. TOWN OF SOUTHOLD �� BOARD MEMBERS fi'' Southold Town Hall Y OF SO!/ ,' Leslie Kanes Weisman,Chairperson ��• A y® - , •=® , s® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. �- '`X *3. sEs` Office Location: Gerard P.Goehringer % s Town Annex/First Floor,Capital One Bank .r George Horning '. ��� 54375 Main Road(at Youngs Avenue) Ken Schneider � ��� Southold,NY 11971 9 /II,. •see..-/ http://southoldtown.northfork.net ZONING BOARD OF APPEALS - r E TOWN OF SOUTHOLD i o _._- Tel.(631)765-1809•Fax(631)765-9064 \ O 202FINDINGS,DELIBERATIONS AND DETERMI IOl'i11Ou 2 MEETING OF NOVEMBER 15,2012 BLDG. DEPT. TOWN OF SOUTHOLD ZBA FILE: 6550 AMENDED NAME OF APPLICANT: Kimogenor Point, Co. (Bingham) SCTM#1000-116-6-24.1 PROPERTY LOCATION: 50 Jackson Street,(adj. to West Creek and Great Peconic Bay)New Suffolk,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 6, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 28, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. This LWRP recommendation was based upon an application for a total demolition and enlargement of the existing seasonal dwelling. The applicant subsequently withdrew that application and presented to the Board a Notice of Disapproval from the Building Department dated May 3, 2012 and Amended June 8, 2012 for 15t and 2nd story enlargements and alterations to a seasonal dwelling, including the addition of central heating. Based upon this current application, the Board finds that the proposed action is CONSISTENT with LWRP policy standards and is therefore CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject parcel is located in the R-40 zone on 5.90 acres. It is improved with six (6) seasonal dwellings and a clubhouse and is one of the few remaining vestiges of the summer/seasonal communities created within the Town prior to zoning and maintaining its pre-existing nonconforming status. The parcel has been owned by a real estate cooperative, Kimogenor Point Co., since 1915 with each individual homeowner owning a proportionate share of stock in the cooperative. It is located on a private right of way off of Jackson Streetand has frontage on West Creek to the north and Great Peconic Bay to the south as shown on a site plan dated 4/26/12 prepared by Samuels& Steelman Architects. BASIS OF APPLICATION: Request for Variances from Article XXIII Code Section 280-123 and Article XXII Section 280-116 and the Building Inspector's January 19, 2012, Revised May 3, 2012 Notice of Disapproval, and Revised June 8, 2012 Notice of Disapproval based on an application for building permit for 1St and 2nd story enlargements and alterations to a seasonal dwelling at; 1) a nonconforming building containing a nonconforming use shall not be enlarged, reconstructed, structurally altered or moved, unless such building is changed to a conforming use,2)less than the code required bulkhead setback of 75 feet. • T Page 2 of 4—November 1,2012 ZBA File#6550—Kimogenor Point CTM. 1000-116-6-24 1 RELIEF REQUESTED: The applicant requests a variance to construct alterations and enlarge the first and second floors of a seasonal dwelling at a setback of 62.5 feet from a bulkhead where the code requires a 75 foot setback. Additionally the applicant plans to add central heating to the new dwelling and is requesting to continue the non- conforming use. AMENDED APPLICATION: During the public hearing on April 5, 2012, the Board asked the applicant's agent, to submit a use variance application in addition to the area variance request before the Board for a non-conforming bulkhead setback. The Board explained that the use variance application was necessary because the existing seasonal dwelling was proposed to be a total demolition with the construction of a new dwelling. This demolition would have extinguished the pre-existing non-confirming status of the seasonal dwelling. At the public hearing on June 7, 2012,the applicant's agent abandoned the total demolition of the dwelling, and submitted a Revised Notice of Disapproval dated May 3, 2012, a site plan and floor plans showing that only approximately 50% of the dwelling would be demolished and then reconstructed with enlargements to the existing footprint. This change removed the need for consideration of a use variance request, and allowed the Board to proceed with the original area variance application. At the public hearing on June 7, 2012 the Board found inconsistencies in the architect/agent's testimony about the proposed bulkhead setback of 62.5 feet, and the Notice of Disapproval and the survey before the Board which cited 57.5 feet. The Board requested an amended survey and Revised Notice of Disapproval showing the proposed 62.5 feet bulkhead setback and elevations of the proposed dwelling,which were received by the Zoning Board on June 8, 2012 after the public hearing was closed. On July 5, 2012, the ZBA voted to approve the Amended application. SECOND AMENDED APPLICATION: On September 5,2012,the Applicant's architect/agent submitted a letter to the ZBA indicating that the plans for the amended application to renovate and construct additions and alterations to the residence on the existing foundation, incorrectly identified the flood zone on the subject property as AE-6 instead of VE-8 which is the current FEMA flood map classification for Kimogenor Point. As a result, the existing foundation could not be utilized since FEMA would require that the residence be raised and constructed on pilings. This letter also requested that the ZBA Chairperson approve this change as de minimis in nature. On September 6, 2012, the ZBA Chairperson, after a public discussion with the ZBA at its September 6,2012 Regular Meeting, notified the applicant that the proposed second amendment was not de minimis and required a new notice of disapproval from the Building Department, as well as a new application and formal review by the ZBA. • Thereafter, and on September 24, 2012 an additional letter from applicant's attorney was received by the ZBA requesting that the Board reconsider its request for an approval of the change as a de minimis change. The letter states that the applicant could utilize helical piles/piers as opposed to timber pilings. Further,the • applicant's attorney sent another letter to the ZBA dated September 25, 2012 reiterating the request and indicating that the applicant has applied to the New York State Building Codes examiner for a variance from the freeboard height requirement. On October 4, 2012, the ZBA responded to'these letters and voted unanimously to re-open the public hearing for the sole purpose of taking testimony on the proposed construction method for the foundation ` and the preservation of the portions of the existing dwelling as discussed in the original July 5,2012 decision. The public hearing was scheduled for November 1,2012 and the ZBA waived all associated fees. ADDITIONAL INFORMATION: A letter of support was received from the Kimogenor Point Company Board of Directors. At the November 1, 2012 public hearing the applicant stated that it preferred the installation of pilings which would require the lifting and temporary relocation of the residence. However, the applicant noted that the alternative use of helical piles would accomplish the same end and would not require the temporary relocation of the building. FINDINGS OF FACT/REASONS FOR BOARD ACTION: • 3 ' Page 3 of 4—November 1,2012 ZBA Filet16550—Kimogenor Point CTM. 1000-116-6-24 1 The Zoning Board of Appeals held public hearings on this application on April 5,2012,June 7,2012 and November 1,2012 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following fmdings: I. Amended Application: The ZBA has previously found that the temporary removal and relocation of a residence would result in the loss of any pre-existing nonconforming status retained by the building prior to its removal from a location (See ZBA #6198). The Applicant was made aware of this precedent at the public hearing and was notified that the installation of pilings, which requires the temporary relocation of the building, would trigger the loss of the pre-existing nonconforming status of the residence. As such, the ZBA finds that the applicant may proceed with helical piles as indicated in the amended plans submitted by the applicant on November 7, 2012 without disturbing the findings below. II.Variance Findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Kimogenor Point Company is a unique and rare community of 12 waterfront homes located on two parcels adjacent to each other with a total of 8.10 acres and has been in existence since 1915. Several of the seasonal dwellings on this property have been renovated and updated with heating. The location of this dwelling will not change and the bulkhead setback will remain the same. Many of the dwellings on the cooperatively owned property have non-conforming bulkhead setbacks. Additionally, the Board finds that the proposed expansion of the existing footprint including porches and stairs, and is reasonable in relation to the size of other dwellings that have been renovated at Kimogener Point 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Since each of the dwellings in this community are non- conforming on a non-conforming parcel, any improvement would require a variance. Additionally, due to lot size, configuration and area of unbuildable land located on the parcel, the relocation of the residential structure to a conforming bulkhead setback is not feasible. '. 3. Town Law $267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 17% relief from the code from the existing bulkhead and is similar to other non-conforming bulkhead setbacks in the community. 4. Town Law§267-b(3)(b)(4) According to the LWRP report dated March 28,2012,the requested variance may have an adverse impact on the physical or environmental conditions in the neighborhood because "the action is located in the VE Coastal Flood Zone characterized by high velocity waters generated by tidal surges and hurricane wave wash". However, \the upgraded septic system will conform to the Suffolk County Health Department regulations. Additionally, the applicant will be required to comply with Chapter 236 of the code regarding storm- water, grading, sanitary system, and drainage control. It is also noted that the applicant has approval for the proposed construction by the Southold Town Board of Trustees and the Department of Environmental Conservation. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the amended relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. • Page 4 of 4—November 1,2012 ZBA File116550—Kimogenor Point CTM. 1000-116-6-24 1 AMENDED RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer, and duly carried,to GRANT, the variance AS AMENDED, and shown on the drawings stamped received by the Board of Appeals on November 7, 2012 as follows: site plan dated 8/20/12 and by hand notation dated 11/7/12 as sheet 1, Foundation Plan w/Helical Piles hand dated 11/7/12, Helical/Sonotube Structural/Pile Foundation Section dated 7/15/11, North, South,East, and West Elevations hand dated 11/7/12 and floor plans dated site plan dated 4/26/12 as sheet 1 and floor plans sheet 2 prepared by Samuels& Steelman,Architects. Subject to the following conditions: Conditions: 1. This variance is granted subject to review and approval by the Storm Water Management Officer for compliance with Chapter 236 of the Town code 2. Once the house is raised and secured above the existing foundation, the applicant or agent must call the Building Department to schedule an inspection to confirm that the amount of demolition will not exceed 75%of the structure,before additional construction commences. 3. The applicant or agent must call the Building Department for a second inspection once the new foundation is in place and prior to lowering the house. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Amended Vote of the Board: Ayes. Members Weisman(Chairperson), Goehringer,Dinizio.Absent were Members Schneider and Horning. This Resolution was duly adopted(3-0) Leslie Kanes Weisman, Chairperson Approved for filing 7/ / dd /2012 • y BOARD MEMBERS Southold Town Hall rP Leslie Kanes Weisman,Chairperson i'���®� $®LIE , - 53095 Main Road •P.O.Box 1179 tZt•Eric Dantes ��0 A„ �® 4 Southold,NY 11971-0959 Office Location: Gerard P.Goehringery Town Annex/First Floor,Capital One Bank George Homing ;a ' 4crei 54375 Main Road(at Youngs Avenue) Ken Schneider -lyc®UN.`l*',. '°‘ Southold,NY 11971 http://southoldtown.northfork.net .---E rr _ v\n_ - "iIONING BOARD OF APPEALS D1__J -; 1A? - 72013 TOWN OF SOUTHOLD .1.(631)765-1809•Fax(631)765-9064 ': GS, DELIBERATIONS AND DETERMINATION BLDG. DEPT. MEETING OF MAY 2,2013 TOWN OF SOUTHOLD ZBA FILE: 6550 AMENDMENT No.2 NAME OF APPLICANT: Kimogenor Point, Co. (Bingham) SCTM#1000-116-6-24.1 PROPERTY LOCATION: 50 Jackson Street,(adj.to West Creek and Great Peconic Bay)New Suffolk,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 6, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 28, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP.This LWRP recommendation was based upon an application for a total demolition and enlargement of the existing seasonal dwelling. The applicant subsequently withdrew that application and presented to the Board a Notice of Disapproval from the Building Department dated May 3, 2012 and Amended June 8, 2012 for lSt and 2nd story enlargements and alterations to a seasonal dwelling, including the addition of central heating. Based upon this current application, the Board finds that the proposed action is CONSISTENT with LWRP policy standards and is therefore CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject parcel is located in the R-40 zone on 5.90 acres. It is improved with six (6) seasonal dwellings and a clubhouse and is one of the few remaining vestiges of the summer/seasonal communities created within the Town prior to zoning and maintaining its pre-existing nonconforming status. The parcel has been owned by a real estate cooperative, Kimogenor Point Co., since 1915 with each individual homeowner owning a proportionate share of stock in the cooperative. It is located on a private right of way off of Jackson Street and has frontage on West Creek to the north and Great Peconic Bay to the south as shown on a site plan dated 4/26/12 prepared by Samuels & Steelman Architects. BASIS OF APPLICATION: Request for Variances from Article XXIII Code Section 280-123 and Article XXII Section 280-116 and the Building Inspector's January 19, 2012, Revised May 3, 2012 Notice of Disapproval, and Revised June 8, 2012 Notice of Disapproval based on an application for building permit for 1St and 2nd story enlargements and alterations to a seasonal dwelling at; 1) a nonconforming building containing a nonconforming Page 2of5—May 2,2013 ZBA File#6550—Kimogenor Pt.(Bingham)Amendment 2 SCTM. 1000-116-6-24 1 use shall not be enlarged, reconstructed, structurally altered or moved, unless such building is changed to a conforming use, 2) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct alterations and enlarge the first and second floors of a seasonal dwelling at a setback of 62.5 feet from a bulkhead where the code requires a 75 foot setback. Additionally the applicant plans to add central heating to the new dwelling and is requesting to continue the non- conforming use. AMENDED APPLICATION: During the public hearing on April 5, 2012, the Board asked the applicant's agent, to submit a use variance application in addition to the area variance request before the Board for a non-conforming bulkhead setback. The Board explained that the use variance application was necessary because the existing seasonal dwelling was proposed to be a total demolition with the construction of a new dwelling. This demolition would have extinguished the pre-existing non-confirming status of the seasonal dwelling. At the public hearing on June 7, 2012,the applicant's agent abandoned the total demolition of the dwelling, and submitted a Revised Notice of Disapproval dated May 3, 2012, a site plan and floor plans showing that only approximately 50% of the dwelling would be demolished and then reconstructed with enlargements to the existing footprint. This change removed the need for consideration of a use variance request, and allowed the Board to proceed with the original area variance application. At the public hearing on June 7, 2012 the Board found inconsistencies in the architect/agent's testimony about the proposed bulkhead setback of 62.5 feet, and the Notice of Disapproval and the survey before the Board which cited 57.5 feet. The Board requested an amended survey and Revised Notice of Disapproval showing the proposed 62.5 feet bulkhead setback and elevations of the proposed dwelling, which were received by the Zoning Board on June 8, 2012 after the public hearing was closed. On July 5, 2012, the ZBA voted to approve the Amended application. SECOND AMENDED APPLICATION: On September 5,2012,the Applicant's architect/agent submitted a letter to the ZBA indicating that the plans for the amended application to renovate and construct additions and alterations to the residence on the existing foundation, incorrectly identified the flood zone on the subject property as AE-6 instead of VE-8 which is the current FEMA flood map classification for Kimogenor Point. As a result, the existing foundation could not be utilized since FEMA would require that the residence be raised and constructed on pilings. This letter also requested that the ZBA Chairperson approve this change as de minimis in nature. On September 6, 2012, the ZBA Chairperson, after a public discussion with the ZBA at its September 6, 2012 Regular Meeting, notified the applicant that the proposed second amendment was not de minimis and required a new notice of disapproval from the Building Department,as well as a new application and formal review by the ZBA. Thereafter, and on September 24, 2012 an additional letter from applicant's attorney was received by the ZBA requesting that the Board reconsider its request for an approval of the change as a de minimis change. The letter states that the applicant could utilize helical piles/piers as opposed to timber pilings. Further, the applicant's attorney sent another letter to the ZBA dated September 25, 2012 reiterating the request and indicating that the applicant has applied to the New York State Building Codes examiner for a variance from the freeboard height requirement. On October 4, 2012, the ZBA responded to these letters and voted unanimously to re-open the public hearing for the sole purpose of taking testimony on the proposed construction method for the foundation and the preservation of the portions of the existing dwelling as discussed in the original July 5,2012 decision. The public hearing was scheduled for November 1,2012 and the ZBA waived all associated fees. THIRD AMENDED APPLICATION: On February 28, 2013 a verbal stop work order was issued by the Building Department to the applicant. On March 5, 2013, a new Notice of Disapproval was issued stating "the proposed demolition and construction on this non-conforming lot, is not permitted since the work performed is beyond the scope of the ZBA decision #6550". By resolution dated February 28, 2013, the Zoning Board voted • unanimously to re-open the public hearing for the sole purpose of determining if a demolition had taken place and if the Applicant had therefore exceeded the scope of the relief granted in decision #6650. The public • r Page 3 of 5—May 2,2013 ZBA File#6550—Kimogenor Pt.(Bingham)Amendment 2 SCTM. 1000-116-6-24 1 hearing was scheduled for April 4, 2013, at which time additional testimony was taken from the applicant's builder and architect and photographic documentation of the demolition/construction/reconstruction process was presented to show the methods used to preserve at least 25% of the original structure as required in the conditions imposed in ZBA decision#6550. The Board requested that the builder's construction photographs be time dated and submitted to the Board, that a calculation of the exact percentage of the remaining original dwelling by the applicant's licensed architect be completed and submitted, and that an interior inspection of the construction site be scheduled for personal inspection by the members of the Board. The public hearing was then adjourned until May 2, 2013. On April 16, 2013, the requested site inspections took place and the photographic documentation was received. On April 17, 2013 The ZBA received the requested information submitted by Thomas C. Samuels, Registered Architect, showing schematic plans for the first floor, second floor, and roof of the original structure of the Bingham residence and confirming that 26.2%of the original structure remained in place. ADDITIONAL INFORMATION: A letter of support was received from the Kimogenor Point Company Board of Directors. At the November 1, 2012, public hearing the applicant stated that it preferred the installation of pilings which would require the lifting and temporary relocation of the residence. However, the applicant noted that the alternative use of helical piles would accomplish the same end and would not require the temporary relocation of the building. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on April 5, 2012,June 7,2012,November 1,2012,April 4, 2013 and May 2,2013 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. Third Amended Application: Evidence was submitted by the Applicant's architect that indicated that the renovation project left 26.2% of the original structure intact, a figure that the Building Department does not refute. The Applicant maintains that the project should not be considered a structural demolition as defined by Town Code 280-4 which states: DEMOLITION:Any removal of a structure or portion thereof that exceeds 75% of the total square footage of the existing structure before the start of removal Based upon personal inspections by the members of the Board which confirmed the builder's photographic evidence of the portions of the original structure that remain, and the applicant's licensed architect's calculations that 26.2 percent of the original structure remains, the Board of Appeals has determined that a demolition as defined by 280-4 has not occurred and that the Applicant's project continues to be within the scope of work granted in decision #6550. II. Second Amended Application: The ZBA has previously found that the temporary removal and relocation of a residence would result in the loss of any pre-existing nonconforming status retained by the building prior to its removal from a location (See ZBA #6198). The Applicant was made aware of this precedent at the public hearing and was notified that the installation of pilings, which requires the temporary relocation of the building, would trigger the loss of the pre-existing nonconforming status of the residence. As such, the ZBA finds that the applicant may proceed with helical piles as indicated in the amended plans submitted by the applicant on November 7, 2012 without disturbing the findings below. III.Variance Findings: Page 4of5—May 2,2013 ZBA Fi1e#6550—Kimogenor Pt.(Bingham)Amendment 2 SCTM: 1000-116-6-24 1 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Kimogenor Point Company is a unique and rare community of 12 waterfront homes located on two parcels adjacent to each other with a total of 8.10 acres and has been in existence since 1915. Several of the seasonal dwellings on this property have been renovated and updated with heating. The location of this dwelling will not change and the bulkhead setback will remain the same. Many of the dwellings on the cooperatively owned property have non-conforming bulkhead setbacks. Additionally, the Board finds that the proposed expansion of the existing footprint including porches and stairs,and is reasonable in relation to the size of other dwellings that have been renovated at Kimogener Point 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Since each of the dwellings in this community are non- conforming on a non-conforming parcel, any improvement would require a variance. Additionally, due to lot size, configuration and area of unbuildable land located on the parcel, the relocation of the residential structure to a conforming bulkhead setback is not feasible. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 17% relief from the code from the existing bulkhead and is similar to other non-conforming bulkhead setbacks in the community. 4. Town Law 4267-b(3)(b)(4) According to the LWRP report dated March 28,2012, the requested variance may have an adverse impact on the physical or environmental conditions in the neighborhood because "the action is located in the VE Coastal Flood Zone characterized by high velocity waters generated by tidal surges and hurricane wave wash". However, \the upgraded septic system will conform to the Suffolk County Health Department regulations. Additionally, the applicant will be required to comply with Chapter 236 of the code regarding storm- water, grading, sanitary system, and drainage control. It is also noted that the applicant has approval for the proposed construction by the Southold Town Board of Trustees and the Department of Environmental Conservation. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the amended relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. AMENDMENT 2 - RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Horning, and duly carried,to GRANT, the variance AS AMENDED, and shown on the drawings stamped received by the Board of Appeals on November 7, 2012 as follows: site plan dated 8/20/12 and by hand notation dated 11/7/12 as sheet 1, Foundation Plan w/Helical Piles hand dated 11/7/12, Helical/Sonotube Structural/Pile Foundation Section dated 7/15/11, North, South, East, and West Elevations hand dated 11/7/12 and floor plans dated site plan dated 4/26/12 as sheet 1 and floor plans sheet 2 prepared by Samuels & Steelman,Architects. Subject to the following conditions: Conditions: 1. This variance is granted subject to review and approval by the Storm Water Management Officer for compliance with Chapter 236 of the Town code 2. Once the house is raised and secured above the existing foundation, the applicant or agent must call the Building Department to schedule an inspection to confirm that the amount of demolition will not exceed 75% of the structure, before additional construction commences. Page 5 of 5—May 2,2013 ZBA File#6550—Kimogenor Pt.(Bingham)Amendment 2 SCTM. 1000-116-6-24 1 3. The applicant or agent must call the Building Department for a second inspection once the new foundation is in place and prior to lowering the house. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Amendment 2 - Vote of the oard:• Ayes: Members Weisman (Chairperson), Goehringer, Schneider and Horning. Member Dantes a.staine 1. This Re olution wa duly adopted(4-0) AirAlp /i Leslie Kanes Weisman Chairperson Approved for filing /3 /2013 00 `\� , BOARD MEMBERS ��i�'®E SOur ; Southold Town Hall Leslie Kanes Weisman, Chairperson ,�'��� yo - 53095 Main Road •P.O.Box 1179 '�� . 4 It Southold,NY 11971-0959 James Dinizio,Jr. iii % Office Location: Gerard P. Goehringer • ` G Q ,�� Town Annex/First Floor,Capital One Bank George Homing '�r� a���� 54375 Main Road(at Youngs Avenue) Ken Schneider =I�COU � d�i Southold,NY 11971 b -E 70 -E [ W E n http://southoldtown.northfork.net J U L 1 6 2012 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD BLDG. DEPT Tel. (631)765-1809•Fax(631)765-9064 TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 5,2012 ZBA FILE: 6550 NAME OF APPLICANT: Kimogenor Point, Co. (Bingham) SCTM#1000-116-6-24.1 PROPERTY LOCATION: 50 Jackson Street,(adj.to West Creek and Great Peconic Bay)New Suffolk,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 6, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 28, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP.This LWRP recommendation was based upon an application for a total demolition and enlargement of the existing seasonal dwelling. The applicant subsequently withdrew that application and presented to the Board a Notice of Disapproval from the Building Department dated May 3, 2012 and Amended June 8, 2012 for 1st and 2nd story enlargements and alterations to a seasonal dwelling, including the addition of central heating. Based upon this current application, the Board finds that the proposed action is CONSISTENT with LWRP policy standards and is therefore CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject parcel is located in the R-40 zone on 5.90 acres. It is improved with six (6) seasonal dwellings and a clubhouse and is one of the few remaining vestiges of the summer/seasonal communities created within the Town prior to zoning and maintaining its pre-existing nonconforming status. The parcel has been owned by a real estate cooperative, Kimogenor Point Co., since 1915 with each individual homeowner owning a proportionate share of stock in the cooperative. It is located on a private right of way off of Jackson Street and has frontage on West Creek to the north and Great Peconic Bay to the south as shown on a site plan dated 4/26/12 prepared by Samuels& Steelman Architects. BASIS OF APPLICATION: Request for Variances from Article XXIII Code Section 280-123 and Article XXII Section 280-116 and the Building Inspector's January 19, 2012, Revised May 3, 2012 Notice of Disapproval, and Revised June 8, 2012 Notice of Disapproval based on an application for building permit for 1st and 2nd story enlargements and alterations to a seasonal dwelling at; 1) a nonconforming building containing a nonconforming use shall not be enlarged, reconstructed, structurally altered or moved, unless such building is changed to a conforming use,2)less than the code required bulkhead setback of 75 feet. �• J Page 2 of 3—July 5,2012 ZBA File#6550—Kimogenor Point CTM. 1000-116-6-24 1 RELIEF REQUESTED: The applicant requests a variance to construct alterations and enlarge the first and second floors of a seasonal dwelling at a setback of 62.5 feet from a bulkhead where the code requires a 75 foot setback. Additionally the applicant plans to add central heating to the new dwelling and is requesting to continue the non- conforming use. AMENDED APPLICATION: During the public hearing on April 5, 2012, the Board asked the applicant's agent, to submit a use variance application in addition to the area variance request before the Board for a non-conforming bulkhead setback. The Board explained that the use variance application was necessary because the existing seasonal dwelling was proposed to be a total demolition with the construction of a new dwelling. This demolition would have extinguished the pre-existing non-confirming status of the seasonal dwelling. At the public hearing on June 7, 2012, the applicant's agent abandoned the total demolition of the dwelling, and submitted a Revised Notice of Disapproval dated May 3, 2012, a site plan and floor plans showing that only approximately 50% of the dwelling would be demolished and then reconstructed with enlargements to the existing footprint. This change removed the need for consideration of a use variance request, and allowed the Board to proceed with the original area variance application. At the public hearing on June 7, 2012 the Board found inconsistencies in the architect/agent's testimony about the proposed bulkhead setback of 62.5 feet, and the Notice of Disapproval and the survey before the Board which cited 57.5 feet. The Board requested an amended survey and Revised Notice of Disapproval showing the proposed 62.5 feet bulkhead setback and elevations of the proposed dwelling, which were received by the Zoning Board on June 8,2012 after the public hearing was closed. ADDITIONAL INFORMATION: A letter of support was received from the Kimogenor Point Company Board of Directors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on April 5,2012 and June 7, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Kimogenor Point Company is a unique and rare community of 12 waterfront homes located on two parcels adjacent to each other with a total of 8.10 acres and has been in existence since 1915. Several of the seasonal dwellings on this property have been renovated and updated with heating. The location of this dwelling will not change and the bulkhead setback will remain the same. Many of the dwellings on the cooperatively owned property have non-conforming bulkhead setbacks. Additionally, the Board finds that the proposed expansion of the existing footprint including porches and stairs, and is reasonable in relation to the size of other dwellings that have been renovated at Kimogener Point 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Since each of the dwellings in this community are non- conforming on a non-conforming parcel, any improvement would require a variance. Additionally, due to lot size, configuration and area of unbuildable land located on the parcel, the relocation of the residential structure to a conforming bulkhead setback is not feasible. 3. Town Law $267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 17% relief from the code from the existing bulkhead and is similar to other non-conforming bulkhead setbacks in the community. 4. Town Law 267-b(3)(b)(4) According to the LWRP report dated March 28, 2012, the requested variance may have an adverse impact on the physical or environmental conditions in the neighborhood because "the action is located in the VE Coastal Flood Zone characterized by high velocity waters generated by tidal surges and hurricane Page 3 of 3—July 5,2012 ZBA File#6550—Kimogenor Point CTM: 1000-116-6-24 1 wave wash". However, \the upgraded septic system will conform to the Suffolk County Health Department regulations. Additionally, the applicant will be required to comply with Chapter 236 of the code regarding storm- water, grading, sanitary system, and drainage control. It is also noted that the applicant has approval for the proposed construction by the Southold Town Board of Trustees and the Department of Environmental Conservation. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the amended relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance AS AMENDED, and shown on the drawings stamped received by the Board of Appeals June 8, 2012 as follows: site plan dated 4/26/12 as sheet 1 and floor plans sheet 2, ,and elevations sheet#4 prepared by Samuels & Steelman,Architects. Subject to the following condition, Condition: 1. This variance is granted subject to review and approval by the Storm Water Management Officer for compliance with Chapter 236 of the Town code Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the-subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity Vote of the Board. Ayes. Members Weisman(Chairperson), Goehringer,Dinizio,Schneider,Horning. This Resolution was duly adopted(5-0) 1 /16(1(71(''44114t°. Leslie Kanes Weisman, Chairperson Approved for filing 7 f /2012 D'') IF, C IE ng E ___., 75 . .. , . `_ To at ©f .4 t .4 4' o Cita..,ter 23 n S'�0 '. .ter Ix' rtaQ ., 1 . H = --,°4,------ �4' S PP't - Stor :-t-r ' o i tfl®i t Prey-nil• n •l.:Erg -,- ent Form ,•,,; _ TOWN OF SOUTHOLD GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contracjor or Other(Circle One) Property OWNER:(If Different than Applicant) /-e ()f[ eP✓' �ia%?�IrI��LGI -^�//��i ' c /�� �Q9��1����/2 (, o1�///�L� !/� Lti -G/ Oma/ F_o` ./� �T p�rg77 i. Address \?�JJ O[�(bL/4 �` l a tiG�it: Address:�,/ �J i e•�,22c� Y (� /�i�/SL��/d tGf 1— et, � Telephone ik13(14_ •_r/� Fax#'--73,,' r/ O7 Telephonee::b(/C Pte' ✓ , E-M 7'CWe"6-12 yM''CCUCif-JeCc!ee,(2jfi�t90 t 60 i E-Mail: Property Address: ...S.--O (JCkSC:„ 6-474,/e147(1z4/ (ABrief Description of Construction Activity,Proposed Structural BMPs,Soil S.C.T.M.# 1060 //�P �� � - Si hali7ation BMPs,Project Scope and/or Sequence of Construction Activity (Provide Additional Pages as Needed) District Section Block Lot N 7eof Co cto�andior Contact Perso Responsible for Implementation of SWPPP: //q 70b� � �O�CQS C� _ p1``c _flab___ ^from Address:6775- ,/✓1L�` r� o (/i7�c �1fit `7C -yam 9 _�vrG l� G,P�,`��t© i5 ._ j Telephone#GC�O -!7 O V Fa # �C7 r / l J 9/ g 1Z/66✓� r /�!�!l a17 O� �, E-mail: N/ COW//VG . /lec •©C0ry fC Name of Persons Responsible for ins tion 8 Maintenance of Erosion Control Practice: �� Apt/5e rs LPcm7- Fc e,ll -..0 J �y� aL i. Address: /2 �jGt GG }7 �l / G� _..- 5f 75---V Leer C chi(. /,6J a 2 !i �,2 reser �14����_ Telephone#.2 �^ r/C72 Fax#: �q - �T t ea�� - L''� !`���s' E-Mail: il/t-u/�l/VC a /dal, - C.�c�+� -u/ e )91/- Total Area cof eAll �r Q AL`• Total Area of land Clearing � � --Uri -�.r' "� OPZ- � .J _ (/L jt�` —_ Project Parcels: ( and/or Ground Disturbance; / (S.F./Acres) (S.F.I Acres) Start , _.__w_.,.-._._-,_.___- Project Duration: 6. +� —" /' End /S -------- (Anticipated) `rf f`//5 Date: /7/`Z Date: �/� -. --'..�Y4 (Number ofCalendarOa,sl r `� Will this Project Disturbe five(5)or More Acres at r—i rvi Any One Time During the Proposed Development? Yes No -•-._.._....___.. If YES:Please Answer the Folfowinglr� -..-.-•--•-•---�-•--•-•--•_--•-_.._......�_.___• v i a. Does the Applicant have a Qualified Inspector On I l Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site r � �� List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No __•_�if1G o r cp__,e T.- r47�L-C/4//'C . c. Does the SWPPP Adequately Identify Al!Temporary r1 r--.1 and/or Permanent Soil Stabalizatlon Measures? Yes No �'/� d. Does the SWPPP Adequately Identify a Complete (—I 1-7 Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.NIX,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Specific 1 1 E-1 Practices that Will be Utilized to Protect Water Quality? Yes No t. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review r� F-1 /� `� by the Town of Southold? Yes No ia�� '5- . E STATE OF NEW YORK, COUNTY OF. l.I.. 'SS ` That I, 7 x" 4--5 C &dn tie``5 being duly sworn,deposes and says that he/she is the applicant for Permit; (Name of Individual signing Document) And that he/she is the i r ('y er,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and • that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this;• 1 d ,,� - d 4 l' DO , ei 2o...Ig-- .,0/ :.1�: : airy r rc ,,, y®lr .!%i Notary Public:i , e� 9.f` O. 't'j pT 142467 (Signature of Applicant) SWPPP Assessartent O iii gn Suffolk County Commission Expires day 30, . dig 4, \— f t (2_ 0(1,k1/4 P\S-P\ Town Hall Annex * * ' Telephone(631)765-1802 1 54375 Main Road ; ax(631)7 5o2 • G � roger.nchertf town.saR s P.O. Y 1979 � �� 6p\ � s? Southold,NY 11971-0959 • C �i1"� ,1 � G COUNTY, �' 418 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1(CIT11- Date: c 2-20f 3 Company Name: pc i,,ju„,tg .c €C6- pt /4-f Nanie: __ Vj-ITtf- - - License No.: 3 Yo c i Address: 07_0 i(c. vS ,'O cvci�Ffo /lj I. //9'7/ Phone No.: '7 CS-- 49(0 y JOBSITE INFORMATION: (*Indicates required information) *Name: /It -t-,d1/6 /S/111 *Address: 5-0 TA-C cc fav S T/ i�'Li cv fPd t/C *Cross Street: ,%Je,,. 5 , c - 4-citj *Phone No.: 76 j-9 Y)-(-1 Permit No.: (® Tax Map District: 1000 Section: J ( 4 Block: (f, Lot: c(, I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) C r---; ik,u 4/0 _ _____ (Please Circle.All That Apply) — *Is job ready for inspection: 16,)/ NO Rou - �Fial *Do you need a Temp Certificate: / NO 1 JUN 20 2013 Temp Information ede ) `Service Size: 1 Pha 3Phase 100 150 200 300 350 B EFT—Ott r *New Service: Re-connect ndergrou Number of Meters ange of Service soUH - Additional Information: PAYMENT DUE WITH • = " - • • \\N°144 1/40( • 82-Request for Inspection Form • 1 r1® 1� .S®Ury®® ,tom O Town Hall Annex * * Telephone(631)765-1802 54375 Main Road (631}76550` P.O.Box 1179 roger.richertc rown.sou o!d.nY.us Southold,NY 11971-0959 V3A, e BUILDING DEPARTMENT TOWN OF SO:JTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �,� �� r Date: i() s�� q Company Name: lN C.. Name: cz License No.: 2, q Address: ®O a ,e 4.1 eV at t44t'". Phone No.: c ? ?g-e 3 JOBSITE INFORMATION: (*Indicates required information) *Name: Ke.4 A . so *Address: ( m® C NI®� !OSA sA *Cross Street: *Phone No.: 4.3.1 ?rix g Permit No.: (Ij Tax Map District: 1000 Section: 11 Bleck: to Lot: 11-t, I *BRIEF DESCRIPTION OF WORK (Please Print Clearly) a 11 B �o�w% ON �lP a¢x..11 ®e�� � 1.0".d4 (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YE N•. Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 9 4,4, S1419D 82-Request for Inspection Form : o —Ly nes f+ 1 — ► 1 Co—(.0—ag• 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER ----- - - — ... STREET 5 VILLAGE DIST SUB LOT tU- k 1 ma ednor fomt C o . Jac.►c smn st• Ne,,u S u f-fo1< 15 ACR. S 1 REMARKS 90 TYPE OF BLD. 271-10)) BP 3Jo(- g den�a construct neitit, ciInue.1l,'h PROP. CLASS/G v LAND IMP TOTAL DATE /. -4qD'C� 6 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND r - _ BULKHEAD HOUSE/LOT _-T__ TOTAL ;� -6 _ 6 Q,�_6-.0 OF !�%UT[ ! L E Y EC S'' CAR® //�1 a - OWNER STREET ,D (1 VILLAGE DISTRICT SUB. LOT r i M0 1 C A' 4 I- t,; co l cic cson5-+-ree,�-/Ve Lv of i, /SI" Ztosrc t FORMEK OWNER N E4r ACREAGE .,/'eSo+Y- /'Woe -f,16,ee4- -; 0 d Q/ ' -P5.9 - S 61-4- .C��.z�` f��e!c� W r--C..-C,,--1,-c-c TYPE OF BUILDING RES. SEAS. 2_4)0 VL. FARM COMM.- IND. CB. 1 MISC. - LAND IMP. TOTAL DATE REMARKS 1. 7,-,4516 7- 6 7 1-6071565.- 6o7156s- ' .C5,nr ��•�2 �,Ndp, p '55` 6 / --�� �9�Q v ‘Id ,/,, ,,76( f e p )G... C .2..2- I )12-41-i- ice 1P-- --') - 6'J7:1 /0 e9 O O , .3Q Q ? J ,re 6 V 2.("1 L ,o .,/,:rii/:,e.,).0 1..G-1,---t egir /!J a /40 �n, c, C) � 7, [; 0 . ` '- 7 o o >.t�c_' /i e:e.�,.l- e 74— - .-. 44.e='e..."—n ,'7/7---C / / ,:_ e')Aa` _3 3 r' 'a' @ Y ( /$,/, ^1,,- /5/Q i3 (Sg-6 1 D- C1-)54, cOG�a)4 O V Oz71) 1,0 _t"' , "Cara O 37) +� ®0 4/ i /_2_1 i(l9 '.�.?�. // i-::)-771�7 t'!' ,^ 4 . _ , , .,.t., / Ere, L..Q O O' -t( SIA Eb c 5 ° 6' BU LD/1/11G6 CO1017,1V-)*� /- ; � i' ,%' /t/ ANEW NORMAL ir BELOW ABOVE t1 I ® 6 ✓ Farm Acre Value Per Acre Value a g ob Tillable 1 I qi - r Tillable 2 - Tillable, 3 /0 .6- D 0 Woodland t/ / 476 / Swampland Brushland t House Plot --- 4e1 _ G `t. GOO 9/7I - P*/c �()6 -l\n-.{i iaee*i fi'eyGI'if'"�, ;si., 1) ,J, 4 7' fc ocrre . g////(099 O 59,.:5-Y ,e%�� (9 ('/J.-- refcaar • Total 5 17, G' tbr �vr.�vcq g.✓. g(_ • o &.P#t-so.sao de. `o +! ons' rkct rte, cli ti m9-It �-. ----- - -- _ - - i-----.._7._-_--_ -_—=-=---- ---..---: -::_E--_:-::"------=-7-7:71-: _. __- _ - ---'— .,: .- _i-- _ _ -:.::::_.=.: _i_ _ :: - ----- ---'--' _ � . . . . (1; '' ��" ' � � �� / / / � + '� /WA W4���' '~w � � ^ _ * � ' ' _ � � / - � l - - / '- / .�/� / / (7.) � �\�[�� 9 /��l / � '( 6 Bath Foundation M. Bldg. Floors Basement Extension Ext. Walls Interior Finish Extension Fire Place Heat Extension Porch Attic Porch Rooms 1st Floor Rooms 2nd Floor Patio Breezeway Driveway Garage 0. B. ^ ` • / 1 / / / r—rr I I 1 [ 1 1 I I COLOR 3mo q (') ,,,, ' 5- TRIM 35 V-A--. ter^_v--A vt-, ib r ..e>4 t _ _ -� �,� I _ c.�vk � 7 1st 2nc M Bldg Foundation cB Fin. B. Bath .0V/- Dinette — FULL COMBO Extension Basement CRAWL PARTIAL SLAB Floors Kit 7 -- r — -- ' Extension Ext Walls Interior Finish L R / Extension 'Fire Place \(e_,S Heat D R. ` Patio J Woodstove Y— �BR. — Porch T Dormer _ Baths I - Deck Dock Fam. Rm. A.C. . — Garage _ _ _ OB . Pool `r. — _ _ _ ---_ om_ _._-..•_�__ax.-.+= —_ems -..-,� _ " _- _ -�_v __- _.-_�_,.-�._—.__.___'__-_ ----__ -. _ -- -- _ I File Edit Viev,i Bookmarks Insert Selection Geoprocessing Customize till+indoIA;s Help 1_2l i to - I1 1,311 —' I- b,. '1 +w —; + r!i :d,' L.� G•$ • I YI ' �4 rt s R.:1 ,'Y `M R L K _ .i4'If 7. s:c r - -— J ,..] :w A _ e,t. § Layers � .z.� # iti 1. ❑ Ti: Parcel-Suffolk selection ` Aletsitth. S A M U E L S & STEELMAN January 11, 2012 ° Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: BINGHAM RESIDENCE Kimogenor Point New Suffolk, NY Dear Sir/Madam, This project calls for the demolition of an existing house, and its reconstruction. It is similar to another project of our completed a few years ago for Bill and Barbara Archer. Attached please find materials required for a DISAPPROVAL from your department, which is required for me to apply to the Zoning Board of Appeals, including: 1. Building Permit Application 2. (4) sets of SITE and BUILDING PLANS and ELEVATIONS 3. Check for $50. The issues for disapproval, as far as we are concerned, are as follows: • The house is part of a multi-family, cooperative community. It therefore violates the zoning code limitation on one house/one site. • The existing and reconstructed house is sited less than the minimum 75et from on existing bulkhead. We are already in application at the Town Trustees, County Health Department, and State DEC. Please review the enclosed and get back to me with any questions. If complete, please issue a disapproval, and notify our office. Thank you, •'�6 /.I Ism Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S EELMAN April 26, 2012 m a S S Southold Town Building Department L7-f—C Town Hall Annex �._.�_-.� IE Southold, NY 11971 } r L O j11 APS Re: BINGHAM RESIDENCE Kimogenor Point, New Suffolk, NY ` { I T�r p,!^,outHOLD Attn: Mike Verity, Pat Conklin This is the second application to your office for the above referenced project, which has an open hearing before the Zoning Board ofAppeals. Unlike the previous application,the project is now for renovations and additions to an existing house. The existing foundation will be retained and supplemented, as will the first and second floor framing. There will not be extensive demolition, other than as required to achieve the renovations and additions shown. A building permit application is already in your file. Attached please find materials required for a new DISAPPROVAL from your department,which is required for my re-application to the Zoning Board of Appeals, including: 1. (4) sets of SITE and BUILDING PLANS and ELEVATIONS 2. Check for $50. The issues for disapproval, as far as we are concerned, are as follows: The existing house is part of a multi-family,cooperative community,and therefore does not conform to the zoning code's limitation of one house/one site. The existing and renovated/added to house is sited less than the minimum 75 feet from on existing bulkhead,though we do not propose to encroach more closely than does the existing house. We are in application at the Town Trustees, County Health Department, and State DEC. Please review the enclosed and get back to me with any questions. If complete,please issue a disapproval, and notify our office. Thank you, Tam Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & STEELMAN ® o © ❑ 0 0 0 ❑ June 8, 2012 Southold Town Building Department Town Hall Annex VV Southold, NY 11971 :I JUN - 8 2012 j Re: BINGHAM RESIDENCE BLDG. DEPT. Kimogenor Point, New Suffolk, NY TOWN OF SOUTHOLD SCTM# 1000-116-6-24.1 Attn: Pat Conklin This project came before the Zoning Board of Appeals today, and afterwards the hearing was closed. The board asked that the NOTICE OF DISAPPROVAL be amended to reflect our intentions in two ways: 1. The proposed setback, as shown on the attached SITE PLAN, matches the existing setback of 62.5', not the 57.4' shown on the disapproval dated 5/3/12 (copy attached). 2. It is our intention that the renovated house be heated, not seasonal. Please make reference to this in your disapproval. If you would please amend the Notice of Disapproval, and deliver it to the ZBA office, I would be greatly appreciative. Thank you, Of Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 s7 ..e.o...ae ii / .emcuaur 'H°�1e' ~UJV _ - 7 == Z ri Imommimi I/ I � � IIIIIIOIIIOMIII71541)4, II IIIIII _ F N/ I Ii �1 i 12 LU — rAMl�r .. 0 r . 2 cc O 1 aw 1-14= - iicrHs-Ras.J - O o SErartaEl _ _______________ 11111111!_. l�� x �® __._._.___ m..._ �� �M 111111 1: = I �r f r eem" �. I �I ='. -- --- Ii---„,_-::- , i_. -_-_ a ', VVV • \j O, itit 'pAMILr�® <�I �r}�` % _ �IIII `/ n 2,.._ '� I ,1131 I .-';'Dem f.:.r':PMI.<y", — —_— II�`�� <, d°4¢ ' ®.�C.�,c -,0 ., ��!',_� . i i ' v ems: ®:<(;= ':;' -- -`Y,�o A --- , x w. __-- _ -_-- L — ''1111111111IIIIIIYIIIIIM.: sivp —.— Poi ae.nou..a..[ww L ___-J nau vH rown+ nm.ra.N, Te mmw r PROJECT HO: l 110° FINAL MAP RawxD / REVIEWED BY ZBA ' T TCB SECOND FLOOR PLAN FIRST FLOOR PLAN SEE DECIISIONa n.NEU ..HDV, .1..Iy DATED1nI-5.-lik1AIt 4/28113 $CHL. 111••1'-D• sxEE ms: N w[VW.. .arta e....4, FLOOR Re...v.4 Et;sfi'., Wa I RECEIVED" PLANS mom." R...,...4 E,59+'ny Wal r D4r11,,, Rau oat EoavO OE«o SHEET NO 2 REGULATORY APPROVALS B eye .. == F =-��1 A if- i___--= iii °W _ _ � =� „ zoo _ —— — � IIIII sIf —I ._. a= LIZ SOUTH ELEVATION WEST ELEVATION m -1113 e — _--- - - ___ r' _ --- 9k0�CToJS7 -ZL-- _' it_ _ _— ne TCS . ._ ©6,:,:.�::lL. �9f:'" 6s:....,�°L'3 s.:.!y OE::::;ct�l= v;q:::y.:�ME:: _ --_ iE' -7 - `- - - sNFs.,m.'. 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ELEVATION: th J L e 4 0454 rwcunto.ma roma N—.1 row.1%..2 wen. SOUTH ELEVATION I r EAST ELEVATION SMEETNO 5 ! BID DRAWING I I I • \,. ..,..,_ _...,...-...--..-.. -____, .--- „------ -----....-- '---4,------ A 7c, , / _.. BOARD MEMBERS ��i�'®� ®�� Southold Town Hall Leslie Kanes Weisman, Chairperson �����`� ® - 53095 Main Road •P.O. Box 1179 I �® ® Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehrmger Town Annex/First Floor,Capital One Bank George Horning � y� 54375 Main Road(at Youngs Avenue) Ken Schneider -:`TC®U iT; �i�oSouthold,NY 11971 ... ,'' http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 •Fax(631) 765-9064 July 9, 2012 Tom Samuels 25235 Main Road Cutchogue,NY 11935 RE: ZBA Application#6550, Kimogenor Point Co. Dear Mr. Samuels: Transmitted for your records is a copy of the Board's July 5, 2012 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above application for variances. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of this determination to the Building Department. If you have any questions, please call the office. Sincerely, VOC49?)-g-\. Vicki Toth Encl. Cc: Building Dept. S A M U fE L S & STEELMAN 0 0 0 0 0 0 0 v August 24, 2012 E L „ [ '� Southold Town Building Department AUG 2 3 2012 L-1.) Town Hall Annex Main Road Southold, NY 11971 BLDG.DEPT. TOWN OF SOUTHOLD Re: THE BINGHAM RESIDENCE 50 Jackson Street, New Suffolk, NY 11956 SCTM # 1000-116-06-24.1 This project includes the renovations and additions to an existing two story house, together with a new sanitary system. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Survey 4) Red-stamped SCDHS permit 5) Southold Town Sanitary permit 6) Southold Trustees permit 7) NYS DEC permit 8) Southold ZBA determination 9) Erosion, Sedimentation & Storm-Water Run-off Assessment Form 10) REScheck Version 4.4.3 Compliance Certificate 11) Application for Certificate of Occupancy w/check for $50. 12) Check for $200 Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & STEELMAN 0 0 0 ® a a a a September 5, 2012 Zoning Board of Appeals Town Hall Annex Southold, NY 11971 Re: Application #6550 Kimogenor Point Company Attn: Leslie Kanes Weisman, Chairperson The above referenced application was approved on July 5, 2012. Since that time, in application to the Building Department, it was noted that the Bingham Residence, and the entire line of houses in Kimogenor Point facing Peconic Bay, are in the VE-8 Zone, not the AE-6 zone they had previously been located in. By FEMA regulations, the house will therefore have to be constructed on timber pilings, instead of the masonry foundation shown on our Construction Documents. The first floor elevation will also be increased to the required height of +11 NAVD. In all other ways, the plans will remain the same. We believe that this change is de minimus to your approval, which was concerned with the setback to the existing bulkhead and a modest increase in the size of the footprint. This proposed change does not affect the character of the community in any significant way. Could you please be so kind as to discuss this with the ZBA members, and, presumably, confirm it in the form of a letter to me? Leslie, time is of the essence in this matter, as it has been our intention to begin construction this month, or at latest next. I understand you will be unavailable for a period of time, and would sincerely appreciate your willingness to address this matter before you leave. Thank you so much for your assistance, Best personal regards, 411,4 Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 ka /per S A M U E L S & STEELMAN September 20, 2012 Southold Town Building Department E C L" I, h Town Hall Annex Southold, NY 11971 SEP 2 l ??I Re: BINGHAM RESIDENCE Kimogenor Point, New Suffolk, NY B1°G DEF, TOWN 01,118010 SCTM# 1000-116-6-24.1 Attn: Mike Verity As you know, our regulatory situation on the above referenced project has been complicated by the revelation that the flood zone where the house is located has been changed from AE-6 Zone to VE-8. You have sent us back to the ZBA,which denied our de minimus application. We have been given two options with that board:seek to re-open the original hearing,or apply for a new one. We prefer the former option, but in the interest of ensuring that we are heard at their November hearing, we are pursuing both options. To that end, please prepare a new DISAPPROVAL for this project, based on the previous zoning issues, but showing the proper flood zone designation and our intention to comply with FEMA requirements by placing the house on a helical/timber piling foundation,and raising the house to the required minimum first floor elevation. I have enclosed DRAWINGS for your review, including FOUNDATION SECTION DETAILS. Please let us know when it is ready to be picked up. Thank you, Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 • S A fel U E L S , iFOFI1/ STEELMAN NAV77�� 80 20/2 (25S November 7, 2012 RQ OE PpZoning Board of Appeals BgtS Town Hall Annex Southold, NY 11971 Re: RENOVATIO, S is ADDITION TO THE =INGHARESIDENCE Kimogenor Point, New Suffolk, NY SCTMI#1000-116-6-24.1 Attn: Leslie Kanes Weisman, Chairperson Enclosed please find materials requested at the still open public hearing on November 1, including the following: 1. Site Plan, w/current flood plan line 2. Foundation Plan, showing helical pilings 3. Building Elevations 4. Helical Piling Detail You will note that the first floor elevation is noted at a maximum of+11 AVii . This might be reduced to +9 NAVD if the NYSDOS grants us a variance from the otherwise required +2' "freeboard", which we have been led to expect from Mr. Richard Smith. Please let me know, as soon as possible, if you require additional information. Please complete your review of this application, close the hearin , and vote to approve this appeal. ,Bldg Dept copy from ZBA Respectfully yours, c >' Final reviewed c5mentsv'Date: J( / /oZU I _ Tom Samuels Fl L cc: Bingham, Pat Moore, Esq. REV 4. 11 - SE'` DEC 1 # ' TED ARCHITECTS 25235 MAIN ROAD i CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 T RI TE p REVISIONS ..SEPTIC PROFILE RITZ CA{ 6-A6a6a4., 9>42 FLOOD zmE PROPERTY: KIMOGENOR FaNT.INC. (N.T.S.) WEST N50 JACKSON STREET W MMLL rrN.1008 OWNER: ROBERT PoX�119% MICE IN ELNMfON AO PTCREEK 226 WEST LANE RIDGEFIELD,CT 0607 F BIWA W dEYATIO1!I,D T. = AREA 257,W4.00 SO.FTA)-=6.80 AC. PPal?IMIL _ SITE j DISTURBANCE 6,536 SO.FT. MrPMIIIII III. 11 Co I ZONING: Y TOP POOL III PT. CO ZONE YEA ' IDMJ®M 8 EXIST- SURVEYOR: NPO BOOTTHAN S In y�� I POOL PROJECT SITE JAMESPORT,NY 11947 W NOP OP POOL 110 PL CONSTRUCTION LICENCE NO.50487 - I� MAW ISLAND A4L�5 Z DATED:MAY 16,2003 0 MIIIWI �' = oELTT6IIm AX A 6,101]/DoVETO KOtE Z Z 0 MN , SEFIEMIER Y1SURVEY Y JQELLAT 05 REFERDRO TO W NARS.1088 OATH O W S ?ooyf ¢ LOCATION MAP E ® LL yf�-4 ( �(e� DNLITY MI T WN liii iii istioscs \\ iwg, - R.•f Q 2 fv, Z = \ WATER LI �!4-HC9 o 14 O 1. z O Z St \ `by4 DREDGED CANAL• 0. O~ C O .CRATE ( g�`. N C+ re O �` `` ..�_ .Y EXISTING. �'Y I NEW SUFFOLI(,NY ITE 0 RC W D BLU=STO E srI G PERMEABLE 6 TEST HOLE K I 0 (�N�!�' DRIVEWAY - Ilw') O 0 co 7 al � STONE SURFACE , RP MARK Mc00NALD GEDSOIDICE Y 2 D N IO `. -=IC NO SOME SODTNOLO NEW YORK 1,0/1 Y 1D ,. NEI6!✓BORIN6 ` UNDERGROUND Z T1-I O RESIDENCE ..i PATER LINE AREA OP �: • ILITY POLE N I T al ,•' _ - • (PUBLIC DISTRGANG=B '1 M CD G WATER) S0.FT. .L2.- 1...s a W �'1•f I / ILL,20 I• 420 G _ '%STINK ON SITE W I ::OWN II g A I \• FILL,ZOO•Y 1 - L BE RABASIN WITH W".'''="'5'...... REPSLT�N4S QAC AC i I'--- "� EIOSTI ` ` IN AF@Aej Zp • ��\\®• 1(19nN&FRAI•Q •'`L1Py ATFSIM PALE GROWN cousimon.. ,. ////-ESHER AND TOWER N" M_L•COAR I` 0 O EXIST . S ` �y`` -\ -- ACE•` liStekk,„, �, STTURBANCE -TW1CTI • �•````?\/ Y'GOp BELOCOSWW IIRFAG aEV.tS:WATER UNTD9D 4A �� T5\`�F .. pNC NI ��OUR` ADDITION TO N9 Rt�I•= `t , , T:NSL.AREA :� ) E�' EXISTINw DRAINAGE CALCULATIONS FOR AREA ws.` EXISrRY 1.�ri FEN'E TO REFLliR PROTPLT DURI •BPSE�IP ,5 ../' I.gTgyO 6 LAWN GF NEW ROOF(DWI .. > GatiSEOUIRE14 FTE% Alm RcommaSFLnoNs As 1 � uNE INTO '--• DSOO L.2N!A x RMOSYLa IO MI PP OPtPT. .5 z. Bi Ay. REGlIRE7J AFTER N1A.lOR coNSTw)cTIOr{PIwsE ♦ ADDITION TO EXISTING RE51 JO x l7fO R)x 10.w 4'1l R x a• �, t LITY li@)Y DMNstx B MN PURI. J •.\ ." 1 EXISTNS LAWN TO BE RgPL(ANTED AREAS OP CONS- DISTUFifl4`ICE h•. • "� AREAS nR1.CTON DISTURBANCE E LE NYT (y Y Xq/10101 2:11:6411010.DDO OA lT. �• — -�—. PERMANETlTSTORM W(T�R CONTROL MEASURE 1 EXISTING • � �\. SOO PL ' • PPIONOOP w� 91-1,11 ,1 \ • NEW UNDERSROUND,DRYI1rZL_(51ZED FOR A IP tiii:`/�' RE91DETioa . * ` , ATION OF EXISTING SANITARY SYSTEM i \RAINFALL 01016 FT DIP 6$4 FT HT)FOR RAINWATER "Nm BASENffHT' ��\� BE RENbV® D LUI n \, RUNOFF FROM GUTTERS ATTI¢WILDING STRUC HNC PP.ELLN.I ` 61�' TEMPORARY STORM WATER RUNOFF •• -••L I f Ul• I HiEA�URE,PROPOSED HAY BALES 6 SILT E TEMPORARYBTORM PLATER RUNOFF CONTROL 15`_•.1 NG CONSTRUCTION SEE DETAIL OGOPO GP 91MPIq✓r.TON71N PIIOlNOY M Q M• \ T¢ASURE,`=KOPOSED HAY BALES 6 SILT ,�` • A• �I Z d • NOiO TO TIM PROMOT R{D6M HMi M WV om• FENCE DURIN4PCONSTRUCYIIr1 SEE DET'WI�/�A _ .M/ r M 'IaM M',j�OP 11� IW/ \` \' . `� ."--' I — 0, ,� A�A'yyv • `�-"� \\\ CONTOURS,AREA•F FILL' M{✓eL/LT PM✓�M WA111Q VMS PUN �ROVIOE EAN SAND FILLI TO MAINT - �11'�•I ST PUBLIC ---••.•WATER 90'H1RASS•L JT'IRL.5 REPLANT H I p; �(/O'Jd�. A•57-0.p .? N LINE NO 0111111NALDON•CO LAM ON TIE PPOPORT r•IN�..1p K71fi COM111L1i1101L r' '— GRASS TO IN`AREAS OP DI' ANC,' ' -_ .,;r+ w - ` `RN`SE,�JCISTI 1D INCE,ADD TO —" v ;• _•• \ ISTREIMIN NS SAN - SYSTEM ALA WARI NA=ON FROJIGT IMMO PILL AN tea .��m � RENOVA-.FIN FLR ELEV N' y'� RPM ON WV RDI INN WO URi_ FINAL NE1GHBORINS 'la yLn EXISTING 171lYP6ii If 111010101119141.10/1 I N L ` ``EIR5TI__BE 6RA?S TO REPLANTED I 1 RESIDENCE 'ryf�.�• BLI�TO7�, OF Oet£TRUGTON DISTN�ANCE I PUBUC DRIVEWAY• DOPMM OfMYWD PILL NOT NO DIPME®REI i*Itt II N. - WATER) ��F<6je `R AIIYIO✓•IV141A16Y PROVO T7=IMO PaaEcrxo TOR REVIEWED Y .p �.,.no PAAWaaT 9 0 Z(.I,I.t I `' a15uH \T5 N SETBAC FROM MARK \� UT TUPfOL.IRL M7P�fItlAQL�4I11 NIR `` `CI \ 1101104.1441!•rAIOIMIPANED P1ID.fCTNIt DATE 62Nt1 'SEE DECISION # BAY I Ii PLACID C MERN=NMI NIS COMM 1HYOD4EP11N �A p • {XISTINS LOW FENCE TO REMAIN,PROTECT gFiIN05 ® 'TAn4Yp `.` CONSTRUCTION,REPAIR AND REPLACE SECTIONS AS I4kr E 1 a OLT POCK OUR*CQSIRKr11AI LE 1'=20'-0- DA6T-ED , / h a e REQUIRED AFTER MAJOR CONSTRUCTION PHASE SHEET Tale By'1'Tf�y'✓O ` 5 NEW SEPTIC SYSTEM ,qp, �'�141 p FORA 4 BEDROOM RESIDENCE ® �'Qy"f0 "'14 41,,* .q� `` `' -1200 GAL SEPTIC TANK(5T) l QOq.`rfpRYgR9. f��YYD \ `�J -(H)IJTURE ILOCATIHON FOR(9)ETH IN DDIA a 2'LW SITE PLAN l'4.4.044,'Y Oy Nq H164 LEACHING.POOL(EXP) B D �•R S 1 6YWR <1'0'1? •TC/ 7 $a DRG 1A�� 2dp LAN DR \ N. BIDDING&PERMITS ■ SWPPP APPROVAL Al -�fg7 c - : «7/n06-awe (7 l/7742- FLOOR JOISTS ARE FLUSH w/PILEI ��/ 4 J B FOUNDATION GIRDERS. PROVIDE T T `T' GALVANIZED TECO FRAMING ANCHORS T a• AT ALL FLUSH FRAMING CONNECTIONS 4b' y B°e• ,I. B�I�j• B�Kj• ,� T- B°�• 1 / B'DIAMETER TR AD.PILING FOR SUPPORT OF COVERED PORCH AND PORCH ROOF USE IV PILING �T� s-P�j• 4'-'4 ' I ` IF E.NOT AVAILABLE. SEE SPECS. r�--1-4--4--- 1 _ _�_ 1 1 6•DIAM-TER TR M.PILING,OR • � 6x6 POSTS FOR SUPPORT OP •I • I k i, I_ I 1 1 I 1 g STAIRS TO GRADE. VERIFY v - —-_ - (2)2x6 TR M.FLUSH GIRDER i7 I r r 1 I T ,„ (2)2,6 TR M.FLUSH GIRDER I LOCATION PRIOR TO INSTALLATION _giro T T i I I I ---- � P. �: _- Tr- s _ �}�j Uyyy - yyyy� �{��uu p� q �I1,-- -I o m ® .±-1_, '-j--� '+ I I2. DEW 2x6616'DI WOOD JOISTS Ti 'Sdip I / III V Z'' L--1-- ILII 9I f ,I = , B _ BRAC 1 LINE OF FRAMEDI OR WALL 1 II (3)2x6 GIRDER I M T -- --_—__—__/ SIDE IN6 BETWEEN FOSTS -� PROVIDE SOLID BLOCKING I I -I I I 'DV I — DETDNEEM GIRDERS FOR SUPPORT OF POSTS ABOVE(TYP) L- f R PROVIDE DOUBLE FLOOR JOISTS Vq{ I T- Q BELOW PREFAB.FIREPLACE 1'"�) �,'I, b' j• ".. tOt2}rj• B4�(j' B ' '-�r�' �.I 02,6GIRDER ,L I----J I �gRALES _--'—_ �I \\\A O --- - -�—��----�PROVI BRAGINb BE�P�T'g SPECS. � �•�--( � -------ir- B TON GAPAGITY HELICAL PILE m/16° 1 ' 1 e I I REINFORCED LONG.SONONdE, } }�,-- 1I -Y'1-T- 1T' IP riBxe PRESSURE TREATED POST, 1' - 1 -- --- IE I LINE OF NEW FIRST FLOOR II 1,,,i ATTACHED TO GONG.vl/6ALV.5TL. 11 !;517- �� LAYOJT ABOVE m STIRRUP SEE PILING NOTES IPROVIDE p90 SPRAY FOAM ICIBRACING DETAILS IN SPECS. pI LL QI gI �IIINSULATIOABOVE W/i'THK p T. X XX ��ppCRAWL SPACE TREATED YWOOD UNDER I�X(I I�nll _L_11Y1 _ 1. JOISTS ABOVE ry (3)2x6 GIRDER4ma10 �IiT __7�:_ I GLEAN SAND RAKED 5 THO / ill _—_—� \ ul (2)3x12 TR 1'�.GIRDER C� 1L/// I II LINE OF FRAMED EXTERIOR WALL ABOVE li � }I BRAGI'% BETNEEN P05T5 IIPEGS. - � ': _— h I1'-0' �,,1� I 4.-J- �IIr 10 (6)2x6 GIRDER 6-D'Z° 1342 4.-J, 10 6442° T"C2' 941• PROVIDE 21,4 OIb°TREATED WOOD Ir-' il -- -- ' 1 9 FRAMING FROM UNDERSIDE OF FLOOR 1 2x461e TREATED WOOD FRAMED I-- 1 \ II I I ENCLO PURE.VBA INSULATION Y \ P. FRAMING TO GRADE,44/VINYL LATTICE TTI1 , t I � 1 1 PER SPECS. PROVIDE TWO(2)HINGED GRAM_5'AGE 111 (y IL UTILITY 1 I FOR WATER SERVI E$SANITARY --T-1-4-1---1' PANELS FOR ACCESS I �WJ' n r ARA 01____�L II INAGTE O TF OW 6w• __T__T__T_____ Sd y q k m ,1 1 IA' / -- n ___—_—_—_—_-_ I _—_— —_u_ISL-_—_ SAN1�AKED SMOOTH -1IA_-�_ (2)3x12..:7...WD.GIRDER ..1'....1 ��II__$__$__$__1 � O 3 -I _V_ _--- - :_ L_1•LJ�( \ �m I ,I b�B• \ _f I I I 1 1� © --------- O !22912 TR ..GIRD r. 111 ��►�:� �--.=--�'_. m µ1-I" -�_J• I -i.. - '■ p VALVE LOCATION FOR NATURAL 6A5, ^. 111 U 'C LOCATION FOR NATURAL GA5 ^ �9 STAIRS TO GRADE FRAMED r✓6xx6 (2 121 METER TIGHT TO CORNER {I f 0 N T -i AGO POSTS,2xlO AGO CUT STRINGERS. - - -' __ \ Al MAHOGANY TREADS 4 VERSATEK R 1D --- RISERS a FACE FRAME G.DIAMETTR TREATED WOOD �� PILING 1alival .. T l 0.- �,-0./ s'4• / 61.4 =Pr 1.-4' 6'-6° / 1\4t ' OPERABLE E PANELI.Ux4AGO ATGO FACE PROVIDE SSTSTAIRS ORAGE.WM�OSE + PANELSI _______________._._.___i# N®ISID 1C �3S I a GABLE BRACE'6ALV HINGES 4 LATCH y S AS a3M31A3N 33 BI4P 0 / / dYIN 7VNIA IDD --- FOUNDATION PLAN w/HELICAL PILES SCALE:114"=1'-0" /%T6-Q-/4// 1/-ES7 9 tic(,----- , k, i 0 -&---/VO4 Pr: //77/' A ASPHALT SHINGLE RO4 BLD&PAPER ON S/4°' PLYWOOD=KM OP RAFTERS•Ib'O/G. - _ - - LEAD COATED GOPPB WPM AT EACH WINDI • i . ••• — • INTO ROOF 4 WAW SI MI ... - : C. WATERTIGHT ONDITk MI ADH3250' ADH;1. i250* ADH3250' ADH3250' ADH3250* = ADH3250' ADH3250* — • A PROVIDE M _ AT ALL RO ® GOl�GTIO - - .-<' - - - - - - I K OPEN RAPS ' I I _ - + 1 -i- ni3/4°X4°ff • = } _ — /\ —i_ 6IJfl PI / \ / \ / \ ADH3250* APW5050 ADH3250* _ ADH3250* APW5050 ADH3250* 2S // W1D \\ 2711D5 ===— \ / i — _ \ / - , \ / \/ +II'-06 NAVD_ 1 MAXIMUM) pRpR a� E° ..o.000aoo.o o.o.e o�a000ioe.��.00...o...oa00000 ,�,.� .o .o���,�,�, m , �ooa ,,,00,.�.�o.00aoa e..0000..oe,ao.0000000a000 n a. c Ro�a�aoE , — t "TCO ' FINAL MAP ftEVIEVUE® Y ZB�►§2YT1 ' ELEVATION � cC C��++ w1 " ' I� Q'' SEE DECISION Io l 3 3' ®ATE® I� I I . 0 '(/ M /a-S/0 WC-G !\[/% 0601/0et I_141 ///7// rZ . ,111==111111..M111=11. 11....0_ N 900 . awl •""--'.7....illiNI III=IMMIEM Ilii...__ .dor ..- .... IIIIIII i 1 --- OPS4 RAPIER TAILS.MEE DET'AIL°I'seer 6) LASHIN6 MMUNIII/ IMMEMI 3 POR MINIr . Mil. , IMMIllOr AINIIIM _ NW AMMEMINIIIIII ADH3044 INIMMMIIMI Ill MI IMMINIMINIMM= V TEP FLHIN 4 L NIMMiinali - 11 .1=11111111eligall r__, r _. ....._ -11111IIMMIrmillIMMI - _ , FOR , I 1 IMIIII iiTil FM 11111 I ir1117 moil no MI1114411 .1, 1, 1 Iii iiii Hi i 1 : 111AN7327 IIIADIIH32510* III + 11.-0°NAVP po —Emistilliiiiimilli noimmorinumni I I I , 4x4 POST GAM)IN WOOD STRAPPED BOTH , TOP 4 BOTTOM(TYP.) NEM S/41/44 MMOSANY 17ECKIN6 Pi/1/6°SPAGINS I EMMEN BOARDS ON PTL ___STELICOME DELON! (mAximum) III 1 111111 1 illEMITIF 1 1 .g0 =EN . .• on... ;2g 'gg=2gg22g 1MEEHHEH MMEMM MEMMEE NiiiiiiiN 022M Mill. M ..2gEgg Ig=g2g=ggg rm............... ................ =ggNg2g2gNg .00............o 31, mommim •coog000 30000c000000s0000 Joec0000000000nvo ocoop000000poopo . ...°0° ,3..... ........ .... g g222g2Eggg gg22E2g2g= .' IHHHHI HillIMM . '. I I III . ;::::::::: ::::::::iiiii iiiiiiiiiiiii ii; iilf'2.' '''' '''''' ............‘ ............. 2,,,,;.., .02mig2FF THERM iF=g''''' ........... ..........- 0*X.Cu to ...c.o...., ............ (.° - .0._......_ .....0...... -71—, CI FINAL WI- P i,4 4 $ *CD g 8 TIEVIEWEnt 0:0 0 , C40i . - 4 WEST ELEVATION 2 § SEE DF P, N ___ SCALE: 1/4"=1 -0" = al 0, DATI-75-- , / --- - --- Bi,A7,6_&-4/4 x6-6--406-7k;C._ Koi106-571zOie PF /(77,7,4a ANDERSEN FIXED SKYLIGHT. / PROVIDE ALL REQ'D FLASHING 8 COUNTER-FLASHING INTO ROOF SHINGLES SKS2838 .. " 4x4 PURLINS EXPOS r_ I I _1 SACK MINIMUM(?)F TEIWINATE! HIND CURVED SWEEP IN - 9RTION ROOF 4 iirIS' TAILS TO MATCH ADH3044 ADH3044 ADH3044 < .- PRE-DIPPED GEDP m [1/16°/, PER SPEC.,w/6'E) WEATHER,ON 15*E ON 70°THK.PLYWC real — < CUSTOM POOP&4 T — ADH2638 ADH2638 ADH26381 12' PRIMED AND PAINTS II/ T ADH3250* PER Sar, v - ,- " III /I'S / 22°FLARE AT LOWE 1 'ssi- , _ ___ j + 11'-0'NA (MAXIMUM) s J �La. , 000ao I / e000 00000 0000000e00000eoe 0 • •� o000000e0000000e 00000000000000000 0000000000000000 � a000000 0000ea00000000aooo 000000000000000000 ]oo VINYL LATTICE OV �' o oeo 0000000000< ��° � � ` FOUNDATION Mx4- r 3958886o°B°°° 9 _— • °00000°000a�oo �.2��,_������--- I I I I ooaa00000ao _ _ FACE FRAME,w/8 Q rt• �a,� c �I m �� v FI A i CD<.v o REVIEWED 0 . SEE DECISION # EAST ELEVATION ®ATEA s SCALE: 1/4" = 1'-0" '" fj/ W/ £ms-/ f6 - ft7/1Ol:/vO/ f- 7/777/x. 4\;jk . , Mme. POSED TO CARRY —�� leii '2)RAPIERS AND • CASINO Y4/IMP W` ,., Nimm III' I lea��'p I=..— _ Q — -- - ----- BHATERSY - iii _ - o; "El�'� �� EL;SIM ilEt ADH3250+ OYER WISE , , 1 1 uuuu OVER GONG. o`7"."<s . o .'°::.2—:::::' °°°°e0000eooo °°.°°°° c - L,S 1x4-b■VHiSATgC °° d: ° ^_ i ooh° ooh°o neo°° B,4se y ,°°° °°.°°� °°°°°°: „�7 � ,°°°�000eae ;oa°°°.°�ooao °°°°° 0000000 g . oo4ao Sao ooh° o�000 ooh° Em ao° fav v &oo Mq oy°o pv� o�°v `,v bo°vvv°v000c As������ Doo MKT o�v v vvaao° .....e.,..... vv8° '� co�^^o�oo Mb �°°°°�a nl� �I'. .. �6cc33yy oo vrvToo awl El jai NORTH ELEVATION 1'#`° 0' i a3<3j SCALE: 1/4"=1'-Cr ;--- a 1 co 1 � W 45//K6iy/it /''Z (.D / C -- 1(.I 0 &iyQ/( 107- /7(7// o, • c n c 0 a c 0 U- a) Es %"PLYWOOD—, x 6 STUD WALL U /-2 fn /y'FIN.FLOOR `N /a'PT PLYWOOD SUBFLOOR *' 1Y"x18GAGALV. U STRAP w/5-10d� - - COMMON NAILS EACH END 2x10 FJ N a) 0 11'-6'v t I 0 Am \--SIMPSON H2.5 HURRICANE E2.3%"MB A CLIP AT ALL JOIST TO E 4"}}I I MIN. :TGIRDER CONYP. N 2-3x12PT a) GIRDER it c y 8 x 8 PT POST—\ m E0 SIMPSON ABU88 GALV.POST BASE #3 REBAR STIRRUPS .7-5/8"x 12"ANCHOR BOLT @ 6"O/C °• • (GALV.) / EXTG.GRADE r\r\r\r)!. fir\\fir\\r\\r\�� 4-#5REBAR "'. 7c a z 40 6"x 6"x3/4"STEEL PLATE T WELDED TO SLEEVE °.• .: s% H �1'-411 w 16"DIAM. n. SONOTUBE --v-N--2 7/"®SHAFT CL O V) Z_ HELICAL PILE 8 TON CAPACITY-S.W.L. in Bldg Dept copy from ZBAI Final reviewed documents FOUNDATION SECTION Dai File# / SCALE: 10=1 LO" I SHEET DRAWN: ill "ATE:m.t HELICAL/SONOTUBE stt SCaLEASHOTID STRUCTURAL/PILEFOUNDATIONS OF t SHEET DATE BEV610H9 BY .litih . S A M U E L S & STEELMAN 0 0 0 0 0 0 0 0 December 7, 2012 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: BINGHAM RESIDENCE Kimogenor Point New Suffolk, NY Attn: Mike Verity Per our phone conversation, please note that: The bottom of the lowest horizontal structure shall be above +10' NAVD, in accordance with the requirements of FEMA plus the New York State freeboard. The Utility area shown on FOUNDATION PLAN is for the delivery of public water to the house, and will not include any mechanical equipment, again in accordance with FEMA. I hope this satisfies all your concerns, Thank you, :1E OF N`\ ooPs C. S,9 °'A ( tat*, rc-n .73 T, ,.,,, - Is RA t , � 4 IRj ►liirr- ---- ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 A1111111%k. S A M1 U E L S & STEELMAN 0 0 0 0 0 0 0 0 December 19, 2012 p1� ECEDE Southold Town Building Department 15) V Town Hall Annex -, Main RoadDEC 1 9 2012 Southold, NY 11971 BLDG.DEPT. Re: BINGHAM RESIDENCE TOWN OFSOt;TNOLD Kimogenor Point New Suffolk, NY Attn: Mike Verity Per our phone conversation, please note that: The square footage of the pre-existing house referenced above was 2,006 square feet, with 1,126 square feet on the first floor, and 880 square feet on the second. In order to raise the house in its pre-existing footprint, as mandated by the Zoning Board of Appeals, space is required below the house to install the helical pilings which form the bottom level of the foundation. To do this in a safe manner, the contractor determined that the first floor must be removed and the second floor raised to the required height, and stabilized on cribbing. The entire second floor remains. It comprises 44% of the pre-existing structure, well above the required minimum 25% to prevent the project from being seen as a full demolition. Thank you for your assistance, ,c c OF IyFGL �' p.S C, )- Tom Samuels off sq04-7 "s-'. ,itiray Ff.; i 13 t c_ ..; 78350-1 n ,417 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 • S A Ml U E L S & STEELMAN v 0 0 0 0 0 0 0 07 /� l3 O ae ( �-� fi gips 376a?® 664-ctig-//igkarw- X • 1," lux , fife_ fa, ott.el eve---67/6 -1.erek t?-144-1‘ 7 774.4.4441 li �\I � \\\\ I Fa 6 2013 Te741 `�/444 �° B'LUG OF SOUS�OtD (i� ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631) 734-6405 FAX(631)734-6407 02/11/2013 15: 36 6317346407 SAMUELS&STEELMAN PAGE 01/01 SAMUEL41,16Shib. -111 S & STEELMAN a February 11, 2013 1111_1_1-g Michael Verity, Chief Building Inspector FEB 2013 Town Hall Annex Southold, NY 11971 FAX 631 765 9502 BLDG.DEPT. TOWN OF SOUTHOLD Re: BINGHAM RESIDENCE BP# 37680 I hereby certify that the foundation of the above referenced project conforms to all drawings and specifications issued by this office, and meets or exceeds all regulations and requirements of the New York State Code and FEMA. Thank you, Thomas C. Samuels PSS.of NEty� • "psC. s o . i; 1 _ ', C> -763—DU-.1 1 bAF CK AR(:I II I Ll_I S 25215 MAIN RR(>AJ) t:UT(.:I I(.l(;i.lf, NFW YORK 1'1'13 (c,3i1711-(1(1 FAX(h'3111.'I-6'1f)7 S A M U E L S & STEELMAN 0 v 0 0 0 0 0 0 February 27, 2013 Michael Verity, Chief Building Inspector1ECEFVE \N Southold Town Building Department FEB 2 8 2013 Town Hall Annex Southold, NY 11971 BLDG. DEPT Re: BINGHAM RESIDENCE —, TOWN OF SOUTHOLD Permit#7712 Kimogenor Point Corporation New Suffolk, NY Dear Mike, I hereby attest that every effort has been made by North Fork Wood Works to preserve existing fabric at the above referenced project, as required by the Zoning Board of Appeals and your department. At the same time, they have closely followed the drawings stamped as part of the Building Permit, and the structure complies exactly to the size and configuration shown, approved, and required by code. The pre-existing structure was a lightly framed, seasonal cottage built in 1915. It had 2x4 stud walls, often greater than 24" on center, with (2)2x4 headers and no multiple framing at openings. Significant portions of the existing building had sagged and technically failed. In order to meet current standards of construction, new framing was required, as was shown and approved on the permit set. That said, much of the pre-existing structure remains, including • first floor ceiling/second floor framing and subflooring • all pre-existing interior/exterior second floor wall framing which was shown to remain on the drawings • all pre-existing second floor roof rafters which could remain to achieve the approved new roof configuration Floor, walls and roof framing: together these constitute existing structure, even if the members are sistered with and entombed in new framing. The second floor framing accounted for 44% of the pre-existing structure. Although it was necessary to remove some of the framing elements to achieve the approved design changes, I contend that more than half of these elements remain, accounting for at least 25% of the original structure. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 The pre-existing T&G siding was not diagonally installed, and therefore did not provide adequate lateral bracing. Plus, it was deteriorated by rot in many places. It was replaced to achieve continuity of new and old structure, and to meet requirements of good building practice and NYS code. That said, its replacement may give an impression to the casual observer that it encloses entirely new construction. This is not true. Many of the complaints received by your department regarding this project have been stimulated by erroneous reporting by the Suffolk Times, where the project has been described as a "reconstruction" required by damage sustained from Hurricane Sandy. None of this is accurate. We were never contacted by the paper, and were unable to responsibly rebut their misinformation. Great effort has been made by me, Scott Edgett, and Kyle Schadt to find our way through the exhausting regulatory approvals process and technical challenges presented by this project, created by the "non-conforming" nature of the property ownership (which was the basis of the required variance). We have been back and forth to your office, the Zoning Board, Trustees and DEC, making every effort to satisfy your and their concerns. You have been very helpful in explaining our responsibilities regarding these approvals, with which we have endeavored to comply and for which we remain grateful. My clients, Dan and Jackie Bingham, have accepted the enormous expense required to meet these requirements, including lifting the house within its footprint in order to install a state-of-the-art helical pile foundation, at great cost and delay. It would be unwarranted to impose additional cost and delay upon them, when they and we have done everything possible to comply with the variance and the building permit stipulations. The essential structure of the pre-existing second floor remains. It amounts to more than the required minimum 25% necessary to prevent the project from being seen as a full demolition. Thank you for your assistance and support, OF �\ Oop.S c . J-O it 544 , !c 07 5350-1 - Tom Samuels, R.A. co \ CLL - G 255-- ° *" TECEFUE 'Th NO'eT 'Oe WOODWOR -4s [J298 'r'Ji@ +2119 February27, 2013 BLDG. DEPT TOWN OF SOUTHOLD To Michael Verity,Chief Building Inspector, North Fork Woodworks would like to take this time to explain some of the challenges of the current situation at 7 Kimogenor's Point. We feel secure in knowing that we have met all the guidelines that the Town of Southold Building Department has required. We would like to take the time to explain this to you and clear this situation.We appreciate your time and understanding,as we all know this has been a very difficult and challenging project. At the start of this project we were given clear instruction to save at least 25% of the existing structure. Please note that the pre-existing"lightly framed"structure required substantial reinforcement with new framing to meet local and state codes.This was requested by the ZBA and enforced by the building department. Early on in mid December, North Fork Woodworks received a"stop work order"by the trustees. This stated that too much of the house was demolished. At that time we clarified that 44% of the existing structure still remained. You came to inspect the situation and the"stop order"was lifted and we resumed this project. Since that time,the foundation has been completed and the"new"first floor walls have been erected. The entire 44% or 880 square feet of the existing second floor was lowered and attached to the new first floor. The first floor ceiling can visually show this original structure. The original,entire Second floor remains;we still have the old wood existing,but it has been modified to ensure that we met code.It is relevant to see the Old framing next to the new; the OLD roof rafters have been sistered with new timbers.The OLD walls have been sistered to allow for new heights and layouts. The OLD "tongue and groove" fir flooring still exists. All the existing sheathing was removed and replaced with new CDX in order to comply with wind codes and help structurally tie the old structure with the new. (Please refer to the attached photographs.) As you can clearly see we have had many obstacles to overcome in order to meet the town requirements and a safe home once this job was completed.We have gone way over and above to preserve the 25% of the lightly framed original structure. We take pride in North Fork Woodworks and the honest reputation that we have built. We cannot express enough how important it is for us to comply with all local agencies.It has been an honor to be part of preserving the North Fork,we certainly hope you take the time to understand the challenges we have faced while working hard to assure that your requirements have been met. This has not been an easy task for all parties involved,but we are sure that if you investigate this situation further you will see that OVER 25% still remains. Sinc•rely, OP'Scott Edgett&Kyle Schadt North Fork Woodworks*5175 Route 48*NY 11952*Ph:631-298-7900 Second Floor Wall/Roof Detail w. Please note how the old framing has been mixed with the new framing of the roof and wall. First Floor Ceiling Detail r / . _ ., ,�,,; .i . . , 1,14114- ,. i _7 i _ „ , . �_ ' �r w Y ^amd ,1 i I i. — _.--. 41111114,- , .a1 — m .:r.a . rpt _.�_......r:—.or T , .!i! ii : U-_ Please note all existing first floor ceilings remain in new construction Original Structure k 0,40 — It ai 1 f __________ d _. ea " Please take into account the number of vertical wall studs (10 studs) that existed prior to the first floor demolition. This stud layout was consistent in the second floor. Our new photos will convey the diligence we took in preserving the ten existing studs on the second floor. For example: r -Igor ' - Virlf_ . 4:), ., .t ., : om. 1 .1 Ati it 1. Ls d , All • i 11 I �I s:.l ^ r Second Floor Proposed Interior Before: iy - - i ii - — itki Please note the stud wall carrying existing collar ties is noted to remain in the approved building plans. These walls consisted of approximately 8 to 10 - 7' studs with large openings from existing closets. Please note again, we did our best to preserve the 7' studs. After: i II .1 I I! 1 , . ; "#11%.: Existing Second Floor System Conditions Before: I fie ii lawIll lilt I dpil 1 1 rk / - : 1 gi i ii ._ ,..,_ i„, / ,,, , This photo is an example of the existing second floor conditions. After: Al.. i. :w _ I is at. �. I f h In e7- , \,. s i Above shows existing fir flooring which remains. Also note the distinct line of new 3A." CDX plywood meeting existing fir flooring. The new CDX was installed due to the opening left behind by the existing staircase. MI i .. ., 114,Ticw i . .., lair,. .ilm, _. .. . OIN .T. �. ,.ill , . . - ( , 0 i ". 1. t k { _ .mom T ti 'i M ., f 1 _T t I ,�..tea - •H M*r P , y- s. 4 r+r 44 a� `s 4 " i r ir- a �Y y x F ."1 v.-,y1rrc"_. ' ...�_.,—..-„,.... `'..• .,,., ! 4.LJN „rrr srt IrEi_ 1 - w Ilipriniellell1111* 4. ' -.' ." .- , 'Nil: -: , -7bIIIIIIIIIhk. . .74‘11*6-:,.:,,:."*. ...,0., y C i y.k.. .. : . .k1,:- . G , .\., a 1 , i ., . i . ..„..,,,,........ .. „.. . .. ... 1 , 4 -....,.. rt 1 t. :or__ a _._. Cl ,c iry f i . •. • t I441 A +Iw- NL. y i Existing Second Floor '411111111 _ z 00, r .. 1 1i■ , _ i - _ t f� •— — ..— —• AN.— 4i• ,S fir. Ir. ff• ter. 0.11. ,ti. •ram _y .4111110 • 86 ass Ir ;II "i < t a. { .R '�•• .. r ..i 1 fit. "'7• I nw .. This photo is not only a roof line but the existing second floor walls, gable ends, and floor system. Totaling 44% or 880sgft. Although exterior sheathing did not remain this structure has been entombed within the new structure as per the plan. Panorama Photo of Entombed Second Floor 4 . k ' i( 1 , y i 1 , a 4 - ' Aggemsh._ S A M U E L S & STEELMAN m o ® m o m m a April 16, 2013 1E7, EllYE APR 17 206 23 Zoning Board of Appeals Town Hall Annex BLDG.DEPT. Southold, NY 11971 TOWN OF SOUTHOLD Re: RENOVATIONS AND ADDITIONS TO THE BINGHAM RESIDENCE Kimogenor Point, New Suffolk, NY SCTM#1000-116-6-24.1 Dear Zoning Board members, Enclosed please find schematic PLANS of the first floor, second floor and roof of the original structure of the Bingham Residence. They have been shaded to show the portions of the original which remain entombed in the new construction. There was a total of 7,822 square feet of surface area of structure, in floors, walls and roof. Of that, 2,052 square feet remain. This equates to 26.2% of the original structure remaining, above the required 25%. It was a pleasure meeting you on site on Wednesday, /'S-ctx OF�e4, el. C. , lb //*,�'-�t,j �4 ,�G� j d 1 i ?mac, 0783504/.I i „, . /, "\ R.. tV, err e`' Tom amuels . 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MOORE Attorney at Law 51020 Main Road Southold,New York 11971 lECE [IWETI Tel.(631)765-4330 Fax:(631)765-4643 APR e 4 2013 J www.mooreattvs.com BLDG.DEPT. email: pcmoore a.mooreattys.com TOWN OF SOUTHOLD April 4, 2013 Mike Verity, Chief Building Inspector Town of Southold 53095 Main Road P.O.Box 1179 Southold, NY 11971 RE: Bingham & Kimogenor Point Dear Mike: We would respectfully request to secure the existing structure in order to protect the owner's investment by completing the sheathing and installing 30 pound felt. On this date we had our first re-hearing on appeal #6550 with the Zoning Board of Appeals and the Board left this decision up to the Building Department. We understand this work will be done at our own risk and hereby release and hold harmless the Town of Southold from any and all liability as a result of this action. Please let us know your decision as soon as possible. Thank you for your anticipated cooperation. Verry trtfly- rs, (7 - / .E ricia C. Moore PCM/bp c: Samuels and Steelman Mr. & Mrs. Daniel Bingham North Fork Woodworks I ,�c4.% SO c4.% Town Hall Annex � ,.rrzA.zz, ®,.r�, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ofx Southold,NY 11971-0959 - 1 COUNNI°1 01, BUILDING DEPART - • TOWN OF SOU ' OLD January 29, 2014 Kimogener Point Co Ccs 5b Attn: William M. Archer '/L� 29 Green Meadow Lane 4/` } Huntington, NY 11743 Re: 50 Jackson St,New Suffolk TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Yorr Certificate of Occupancy: ** Note—Need a final elevation certifica ? iltedi�( Application for Certificate of Occupancy. (Enclosed) CO C9/ Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. "via Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 37680 —Alterations and Additions Town Hall Annex � rz� ® : ovic• ,� • SURVEY OF P-OPIEli'.TY SITUATE NH:W SUFFOLK . a TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �� S.C . TAX No. 1000- 116-06— P 0 24. 1 P,���p`h ff_ 1 `(� p° �'" SCALE 1 =401,pCpP�,G,rpJs MAY 16, 2003 o�-.0"' 9� DECEMBER 8, 2003ADDED WETLAND NOTEC1g90+`' JULY24, 2006FINALSURVEYSEPTEMBER22, 2011ADDEDTOPOGRAPHICALSURVEYr� C��i E JC�- I''' '' '''''' '- /1 �` NV�i JL S EEK) �N {� i Fo D C1 cRAVIre 4yON. (TUTHILL, I 1 1 AApA I I Fror hchr---- I �qT A<oNc afR M MFTF� U<kNf D --- ) io I �qT o0 I MFrRR� e°<�yFgo I NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM _�) e, I EXISTING ELEVATIONS ARE SHOWN THUS:.Q EXISTING CONTOUR LINES ARE SHOWN THUS: - —-5-———- </Tj</ �Q- ,�Q- F.FL. - FIRST FLOOR �' ° I G.FL. - GARAGE FLOOR '�O<F rya 0 T.B. - TOP OF BULKHEAD 't ,c, I B.B. 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I$' 1-71 ' ' ' / 1 I (A:SU`/ t� I N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin HI I TO THIS SURVEY ISA VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION I. Land Surveyor 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF OFFICES LOCATED AT ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31-174 I WEST SITE DATA' , oc5►'24/12 SEPTIC PROFILE CREEK I SCTM# 1000-116-06-24.1 PROPERTY: KIJPOINT, INC: - 8/18/12 • (N.T.S.) _ I 50 JACKSON STREET BUILDING WALL FF EL 10.0 FT -i GRADE LINE ELEVATION 6.5 FT. I m NEW SUFFOLK, NY 11956 /--- OWNER: c/o ROBERT FOX GRADE LINE ELEVATION 6.5 FT. ; a 226 WEST LANE / I' MIN. 2' MAX. 120 .. RIDGEFIELD,CT 06877 I/4°/FT. 1/6"/FTT-si TOP OF POOL 5.2 FT. t'• c� 1 AREA ZONING: 257,004.00 S FT.+/_ =5.90 AC. R 0 W SEPTIC. . HIND ISLAND I / /C? FLOODONE A Elevati �i 8) IE. +555' LIE. +4.45' POOL BOT OF POOL 5.2 FT. SURVEYOR: A AN TAPT�ORWIN III IE. 45.45' IE. +4.61' A^ k' Er PO BOX 16 Z GROUND WATER ELEV +1.2' 1 e �0'4� o JAMESPORT, NY 11947 z W 5 81 2' MIN i c�Rai° a LICENCE NO.50467 O JO ,� "pro w DATED: MAY 16, 2003 �- Q ,2 s p LL NEIGHBORING � UTILITY PO N. 9,o I .,b`� at `� Q DECEMBER 8, 2003 ADDED WETLAND NOTE p p RESIDENCE \ -UBLIG 9�°A9f, �i z SEPTEMBER 22, 2011 ADDED TOPOGRAPHICAL SURVEY Q (PUBLIC UNDERGROUND \ /fro Fti 4'eio NOTES:ce N ELEVATIONS VATDIO 1988RDAUREFERENCED TO z w W w WATERT \ TER LINE \ 6'0 x/ °'�� ' � a `� N <�y°ti DGED CANAL 4 k? :•,..:' Q LOCATION MAP o z k �\\ \\\\ `�RATE•� °O O 9TF�� jN ,tp�E j'C"> :-T-' `\ North \�\ `\�fi�;\ F. a \_ Gli,-• 9"',•r I I :, Q \�4'• Country •�-\ j p \ XISTING BLUESTONE E9 / �' P. .„,„,:,,,,,,4 �`���• Club co \ DRIVEWAY �, Fri; J� o ` Caseo w i. NEIGHBORING \\ �� �� Rd * \ IY 0 \\ WATER VALVE �. (/ CJYT 1#7 P LE ���^' o Q w Y �0 -TER METER \ '3, (4 v� / c ew Seo .ve \ Z 4Jr" WA \\ EXISTING BLUESTONE STONE AREA ""� - M / — — \\ DRIVEWAY r P' \ \ \ C W — ,.\ UNDERGROUND' -GRATE �2 0 k\�ti kp ,, . •.4 \ - _ _N — — \ \ WATER LINE EEL SHEDS �\�G \ \ \ .1 OWER .> ��� NEW SUFFOLK, NY SITE \ \ \ ADDITION T• �\ __ < Y w 0e z• c, 5<- \ s X ��� EXISTING \ \ .. TER & V.:. LINE IN , HOUSE TEST HOLE (n a• _ �\ \\ / RESIDENCE \ UTI TTY OLE BY MARK McDONALD GEOSCIENCE -�z• \ � \ ADDITION TO EXISTING - •ENGE NYT 6 9 g= \\\GO'EXISTING "NO BASEMENT" �� FUTURE RETAI► WALL "WATERPRd�F \ \ / NO SCALE SOUTHOLD,NEW YORK 11971 w�. z N CONTOURS \ \ j% ! /-FUTURE - TO BE CONSTRUCTED IN TH; TEST HOLE DATA(11/10/11) ELEV+5.5' w• N ` \`\ \ 1 E>SfSf!`.I / "'�� FUTU-r WHEN THE EXPANSION LEACHING 4 FT. MIXED SAND AND LOAM w. \ \ N \ R1= 1DENE'T4 N \ N \\ ~ — 1 c . 8 ,. NOVA. \ POOL-. ARE INSTALLED FOR THE SEPTIC a F—. g a N \ \\ p u .. �T \ SYSTE 4.3 FT. BROWN SANDY CLAY CL N N \\ I / \ �► \ GONG COVER `�`�' \ N W DRYWELL (DWWATER IN BROWN N N N.N \`\\ � N \ dA. =• �,�' `- a � .:�� IRE HYDRANT 8 FT. SANDY CLAY CL I?' - nF NEW y \ \ \\ •OR RAIN T€R \ 5 O �1�� ��` �� NEW CONTOURS O \ \ \ \\ RUNoFF ROM \_ \ s Rc Alp _ N� ' WATER IN BROWN ,`( G Sq_ h'- 2\1 HK \ \ ti � - t 4 \ -UBLIG UNDERG-OUI D WATER LINE 10 FT. CLAYEY SAND SC P� 5 �j \\ GUTTERS TYP , I` .P- G \\ BLUES - \ \ / ) / '.4,,, 41r • �. \ WATER IN PALE-BROWN C < COPING \ \ \ / of d� �f� c3, f1 N GRADE \ \ \ Q ,.,1n1U; — \ —24 �' 'w ' �0 17 FT. FINE TO COARSE SAND SW 2' vtiaf a 5%MAX \ \ — I- 1�Ati(° SLOPE [ - \ \ s _�T 1 — `'. o COMMENTS:WATER ENCOUNTERED 4.3' �i) VOA 1 2"OVERHANG \ ` '� S �QUN� / \ _ ��)�� i��,. XISTI NEIL ORI BELOW SURFACE,ELEV+1.2' Tt ",+jam \ N� IUS LOCATION OF plir ; + "E �D 1 �) \ -•NITAR STEM TO REMAINt--���• GRAVEL TYPICAL \\ WTI EXISTING SANITARY 4' \ ;till DRAIN \ \ \ \-' ` / SYSTEM TO BE / TEST I v NEIGHBORING EXIST' '� '�t� REINFORCED GONG ' sroNE \ \ \ \ 14 RESIDENCE BLUEST•,N= �� �_ RETAINING WALL I VENEER \ \ \ \ REMOVED HOLE I /// (PURL/C `'`►�Y ' r Vr. W/2 x►4® I2•NORM.AND It O co .RETIE TO \\ \ \ N 0 L. +5.5� WA7 •--_-- _ - " ,- ,t t,. � •RIVE Y 2><4® 12°VERT. � m RETAINING \ \ \ N — �C� � COUNTY �, _ HEALTH�-��� ''` - • \ \ \ / �Q SUF,OtI R DEPAR i fi..ENT OF HEALTH SERVICES UAI t: LIQUID APPLIED p WALL \ \ \ \r 6-- 12/6/11 WATERPROOFING _ + \\ \ \ Q ' ERMIT Fon APPROVAL OF CONSTRUCTION FOR A SLA`t: 1"=40'-0" HQ.1.. 0 SINGLE F m E lC N 'Stitt(HILL: GRE T s .r��l /RESIDENCE Iv + r,IL "`gE-6Nt'iSICD N `s�� �, GRADE \ \ \ FINISHED SIDE AT 4'0° 1E> Tib \\ \ \ \ -ROPOSED NEW SEPTIC SYSTEM OG,WITH 12•THICK PEC 0 I C qA,/ \ \ FOR A 4 BEDROOM RESIDENCE GRAVEL AND FABRIC ° eqS A�� !y \ \ \ �s - 1200 GAL SEPTIC TANK (ST) DAT I / SITE PLAN FILTER ALONG BACK BAY rti°�sFti�� `\ N AAs - (6) 8' DIA x 2' HIGH LEACHING POOL (LP) ,.4y{ ,, H.3• F r. 1�0. g (�' 7 �N SIDE OF WALL \ gT,S,c,pLy�0D • / \ \ — FUTURE LOCATION FOR (5) 8' DIA x 2' I • • iD 9ti TO S�,e°G 'QF,I,� _ °:HIS&H LEACHING POOL (EXP) APPROVED ��el(,ice�Qe, � '1 .o HI: ' m O qT ti \ ` � '-. ' ° ;1 C°��v�i��"� /� / ------------ FOR v•S�, Ja r Si' SHttI NU: ti 44/ tic Y FrOR 3AXI. IRR Or_ 3E®i U®Mta 1- • �ti TF�4'� l'N,?:;-:?4..:,<c*,z, sg EXF;;�ES Tf-iF2 s�RS FR3Cvi Ai ® APPt ®oJAaLccoH ." , -• ‹,,pgs'I'O ,��' .� 1 ER:y�€"/ ," NO22 � z awbtti /® SITE PLA S��° ll ua,�.�C.,,� ;V a a I �,�. (RETAINING WALL DETAIL SCALE: 1"=40'-o'° "'kFjo� �� � ,t - f SCDHS SUBMISSION WEST SITE DATA CREEK x PROPERTY: KIMOGENOR POINT,INC. 50 JACKSON STREET NEW SUFFOLK,NY 11956 co OWNER: do ROBERT FOX 0 226 WEST LANE o RIDGEFIELD,CT 06877 AREA 257,004.00 SQ. FT.+/- =5.90 AC. ZONING: R-40 I.IJ ISLAND z FLOOD: AE(Elevation 8) _J ZONE 0 . - SURVEYOR: NATHAN TAFT CORWIN III } rr PO BOX 16 Z z L., JAMESPORT,NY 11947 z I.I.I x LICENCE NO.50467 0 DATED: MAY 16,2003 P 0 2 NEIL ItE \\ UTILITY PO q o'°Aq� iii x LOCATION MAP Q to P (PUBLIC -A, ,z, Ftij \\• '‘'''---4' '•., -' \ 0 W w \ e a \ North 81`�� Q = �y z WA7ER) \ �l'fycti DREDGED CANAL Q NCount ��� ~ re Z \ /y E9p�q� . '4'`-s Clubry en` \ z I- \ \` oOp�(� ���q \\,`. il Cade gl o \O` a tr a iii vr- J E > Q p /, -vi-6,,, \ > \ d Z tW9 o N New Suffolk Aver \ w I // NEI6HBORIN6 �••���••� \- 11 0 RE5117ENCE \\\ � o �� \ C Y // (PUBLIC �, v�i �Q`�\ \\\` \�; gr. WATER) • :4`� \\\ EXISTINGDRIVEWAY -1 \\\\\` J�-0- -- NEW SUFFOLK,NY `51 TE 113 \ TEST HOLE \\ �c��\\ N BY MARK McDONALD GEOSCIENCE \ 0 � w NO SCALE SOUTHOLD,NEW YORK 11971 ,�z, TEST HOLE DATA(11/10111) ELEV+5.5' \ IA -- .. TER 4 V N 8 LINE IN .0 HOUSE UTI ITY OLE 4 FT. MIXED SAND AND LOAM -12. v PUBLIC UNDERGROUND R LINE NYT #6 di 4.3 FT. BROWN SANDY CLAY CL w-i• N I HYDRANT w w• s4{ T#Nr¢>` ..� , WATER IN BROWN I 8FT s 2W• 1 RESIDENCE:. ...... �� SANDY CLAY CL I SUFFOLK COUNTY L:PART6I ENT OF C '1fW S, 4s sS c :- "Na _ E. 01 ,_ BASEMENT' o WATER IN BROWN APPROVAL OF COZZTRU I L C' wM Fe _ \�® 10 FT. CLAYEY SAND SC �' ayy SDR;OLE F��n�L�v, �`d .- WATER IN PALE BROWN 1. ; '' o %V 17 FT. FINE TO COARSE SAND SW Date 1,41 9 �� 4 2014 C .S.Ref,R9e�._ ( `� f icy \ COMMENTS:WATER ENCOUNTERED 4.3' _ \ BELOW SURFACE,ELEV+1.2' The sewage Io t d atter simply face gat'.r,.Popgu n halo bawl ito C/¢Pm \inspected andfor cat` 3.1 bb tltb Department or over coen�'.<,s and foie. d t® I be sed ct ry F�ORR A MAXIMUM OF,'_J BFftraCCMS. _ o _�:� NEIG'HBORIN ' Pf �� CE V gt Welter J.Hilbert. P.P.-,...111'i TEST RESIDENCE EXIST! G 1105 ce of Waster, ---,!,_ EL +5.5 LE % (PUBLIC BLUEST N WATER) 'RIVE 'Y __,-_.-..-___--- __ --- - - - - -- _ JAN 11 5 2014 , , SUFF.CO.HEALTH SERVICES I . 11 101 14 OFFICE OF WASTEWATER GTI 1"=40.-0- GREAT — �� . •g ,: Tj XISTING SEPTIC SYSTEM OF NEvv� P E C O N I C gopq - 1200 GAL SEPTIC TANK (ST) '�� eqs 0'9(<11'0- - (6) 8' DIA x 2' HIGH LEACHING POOL (LP) g�� P,S C S�9/Lj �� SITE PLAN r� etiC f - r Y o G 111-)I I —I� -_ l �� BAY y91gN�FO yp ep 9AA�'S'F 4,-2. 4✓tq=A`'i• <U' ' E . T /L G il/i• l ' c0�SFAypgpy y/cy �` -- �l FEB 1 2 2014 i %VII) -� �qr �,� '•ter 1 �� ��p2SSITE PLANO o, y - _? SCALE: 1"=40'-0- ���o AS BUILT SAN!TAR SYSTEM REScheck Software Version 4 4 3 y Compliance Certificate Project Title: Bingham Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor' 50 Jackson Street Robert Fox Samuels and Steelman Architects New Suffolk,NY 11956 226 West Lane 25235 Main Road Ridgefield,CT 06877 Cutchogue,NY 11935 631-734-6405 Tom@SamuelsandSteelman.com Compliance:Passes Compliance:26.6%Better Than Code Maximum UA:443 Your UA.325 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. i Gross taatty Cont. Glazing: UA Assembly Area or R-Value R-Value or Door _. a. ..._.�. _ .. Perimeter U-Factor Floor 1.All-Wood Joist/Truss:Over Unconditioned Space 1410 42.0 2.2 32 Ceiling 1 Flat Ceiling or Scissor Truss 1024 21.0 2.2 43 Ceiling 2:Flat Ceiling or Scissor Truss 16 21.0 2.2 1 Ceiling 3:Flat Ceiling or Scissor Truss 41 21.0 2.2 2 Wall 1 Wood Frame, 16"o.c. 691 27.0 2.5 18 Window 1-Metal Frame:Double Pane with Low-E 13 0.300 4 Window 2:Metal Frame:Double Pane with Low-E 13 0.300 4 Window 3:Metal Frame:Double Pane with Low-E 13 0.300 4 Window 4-Metal Frame:Double Pane with Low-E 13 0.300 4 Window 5.Metal Frame:Double Pane with Low-E 13 0.300 4 Window 6.Metal Frame:Double Pane with Low-E 13 0.300 4 Window 7:Metal Frame:Double Pane with Low-E 13 0.300 4 Window 8:Metal Frame:Double Pane with Low-E 16 0.300 5 Window 9:Metal Frame:Double Pane with Low-E 25 0.300 8 Window 10.Metal Frame:Double Pane with Low-E 16 0.300 5 Window 11.Metal Frame:Double Pane with Low-E 16 0.300 5 Window 12:Metal Frame:Double Pane with Low-E 25 0.300 8 Window 13:Metal Frame:Double Pane with Low-E 16 0.300 5 Door 1:Glass 21 0.300 6 Door 2:Glass 21 0.300 6 Door 3:Glass 21 0.300 6 Door 4:Glass 21 0.300 6 Wall 2:Wood Frame, 16"o.c. 382 27.0 2.5 12 Window 14•Metal Frame:Double Pane with Low-E 13 0.300 4 Window 15:Metal Frame:Double Pane with Low-E 7 0.300 2 Window 16 Metal Frame:Double Pane with Low-E 7 0.300 2 Window 17•Metal Frame:Double Pane with Low-E 16 0.300 5 Window 18:Metal Frame:Double Pane with Low-E 16 0.300 5 Door 5:Glass 21 0.300 6 Door 6-Glass 21 0.300 6 Project Title: Bingham Residence Report date: 08/15/12 Data filename:Z:\Common autocad files\ACTIVE PROJECTS\Bingham\Energy Calculations\BINGHAM.rck Page 1 of 2 !` Ml Wall 3:Wood Frame,16"o.c. 103 27.0 2.5 5 Wall 4:Wood Frame, 16"o.c. 519 27.0 2.5 19 Window 19:Metal Frame:Double Pane with Low-E 11 0.300 3 Window 20:Metal Frame:Double Pane with Low-E 11 0.300 3 Window 21:Metal Frame:Double Pane with Low-E 11 0.300 3 Window 22:Metal Frame:Double Pane with Low-E 9 0.300 3 Window 23:Metal Frame:Double Pane with Low-E 9 0.300 3 Window 24:Metal Frame:Double Pane with Low-E 9 0.300 3 Window 25:Metal Frame:Double Pane with Low-E 16 0.300 5 Wall 5:Wood Frame,16"o.c. 657 27.0 2.5 25 Window 26:Metal Frame:Double Pane with Low-E 20 0.300 6 Window 27:Metal Frame:Double Pane with Low-E 11 0.300 3 Window 28:Metal Frame:Double Pane with Low-E 11 0.300 3 Window 29:Metal Frame:Double Pane with Low-E 16 0.300 5 Window 30:Metal Frame:Double Pane with Low-E 5 0.300 2 Window 31 Metal Frame:Double Pane with Low-E 5 0.300 2 Window 32:Metal Frame:Double Pane with Low-E 7 0.300 2 Window 33:Metal Frame:Double Pane with Low-E 7 0.300 2 Window 34 Metal Frame:Double Pane with Low-E 7 0.300 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 7"h® el- .0C, Ea .e-/ ,r�, (5 /_ Name-Title Sign-.ure Dat Project Title: Bingham Residence Report date: 08/15/12 Data filename:Z:\Common autocad files\ACTIVE PROJECTS\Bingham\Energy Calculations\BINGHAM.rck Page 2 of 2 HELICAL PILE INSTALLATION LOG Project: Bingham Residence Engineer: Samuels&Steelman Address: New Suffolk, NY Pile Capacity: 32 Kip Ultimate Date: January 8, 2013 Pile Type: AB Chance RS2875.276 Type of Structure: Residence Contractor: Chesterfield Associates, Inc. Inspecting Engineer: N/A Crew Leader: Mike Manglaviti Total Ft. Installing Ultimate Extension Pile Torque(Ft. Calc. Brg. Pier No. Helix Desc. Lead Length Lengths (Overall) Lb.) PSI Cap. (Kips) Remarks 1 8"/10" 3' 4 @ 3' 15 0 3,972 N/A 35.7 7@3' 2 8"/10"/14" 6' 1 @ 5' 32.0 3,655 N/A 32.9 1 @ 3', 1@5' 3 8"/10"/14" 6' 2@7' 28.0 3,672 N/A 33.0 3@3' 4 8"/10"/14" 6' 1 @ 5' 20 0 3,856 N/A 34 7 10@3' 5 8"/10"/14" 6' 1 @ 5' 41 0 3,879 N/A 34.9 8@3' 6 8"/10"/14" 6' 1 @ 5' 35 0 3,602 N/A 32.4 1 @ 3' 7 8"/10"/14" 6' 1 @ 5' 14.0 3,650 N/A 32.9 1 @ 3' 8 8"/10"/14" 6' 1 @ 5' 14.0 3,711 N/A 33.4 1 @ 3' 9 8"/10"/14" 6' 1 @ 5' 14.0 3,815 N/A 34.3 2@3' 10 8"/10"/14" 6' 1 @ 5' 17 0 4,558 N/A 41.0 8"/10"/12"/ 8 @ 3' 11 14" 8' 1 @ 5' 37 0 3,667 N/A 33.0 8"/10"/12"/ 2 @ 5' 12 14" 8' 5 @ 3' 33.0 3592 N/A 32.3 1 @ 7' 13 8"/10"/14" 6' 1 @ 3' 16.0 3894 N/A 35.0 14 8710"/12" 5' 4 @ 3' 17 0 4159 N/A 37 4 1 @ 7' 15 8"/10"/14" 6' 1 @ 3' 16.0 4908 N/A 44.2 1 @ 7' 16 8"/10"/14" 6' 1 @ 3' 16.0 4041 N/A 36.4 Total Length of Piles Installed: 365.0 I hereby certify that this is a true record of the installation of piles in this location, and that all piles have been installed in accordance with design and Building Code Requirements, except as noted, and that I have supervised the installation of these piles. SIGNATURE: yeff Gru6e, General-NI- LICENSE NUMBER: Chance/Atlas Certified since 2003 Suffolk County License No. 8733 DATE: January 8, 2013 vi -o 0 c0 0 U- a) %"PLYWOOD—, 2 x 6 STUD WALL L SHEATHING •_�., 3/4'FIN.FLOOR 3/4'PT PLYWOOD SUBFLOOR +� 1%4'x 18 GA GALV. O STRAP w/5-10d� COMMON NAILS rn EACH END @16"OC 2x10 FJ 0 0 SIMPSON H2.5 HURRICANE 2-%a"MB CLIP AT ALL JOIST TO } 4"MIN.GIRDER CON.-TYP. 0 w 2-3x12 PT a) GIRDER IL crs J 8x8 PT POST 0 a) -\1/40 SIMPSON ABU88 GALV POST BASE #3 REBAR STIRRUPS x 12"ANCHOR BOLT @ 6"O/C—� e (GALV.) EXTG.GRADE I . 4-#5REBAR 6"x6"x3/4'STEEL PLATE � I • I WELDED TO SLEEVE % w L1'-4" w 16"DIAM. o- SONOTUBE -+— 2%"0 SHAFT w 0 z_ HELICAL PILE 8 TON CAPACITY-S.W.L. 11, C FOUNDATION SECTION SCALE: 1/2'°=1 °-0" • SHEET DRAWN 0E° rill DATE 0].15.11 HELICAL/ SONOTUBE DATE SCALE AS NOTED STRUCTURAL/PILEFOUNDATIONS OF 1 SHEET DATE REVISIONS BY vi c 0 ca 0 c 0 U- ii SIMPSON H2.5A HURRICANE TIE AT ALL .11 / E JOIST TO GIRDER CONNECTIONS (TYP) 4 22-2 ii21—Z" L 2 ffV^^ V/ m c TYPICAL FLOOR JOIST . I�__ i 2- a) a_ ii 0 2 MIN. SLOPE 4"x 6"TIMBER ok p 12 10E (TYP) ® PROVIDE FIRM FIT FOR E 6 GIRDER SEAT ON PILE 0 U U) 0 3/a" DIA MACHINE Io BOLTS w/FENDER as ...6x6PTPOST WASHERS (TYP) to a) E5 il O %4" DIA MACHINE BOLT W/ lib o FENDER WASHERS AND GRADE ° ° TIMBER SPACER(TYP) ° .• L J L L . . CROSS BRACES TO BE SET AT 45° IF . , POSSIBLE (6 ON 12 MIN SLOPE) ° ° e s a e s 16"DIAM. -1 -1- SONOTUBE ALL HARDWARE TO BE HDG HELICAL PILE 8 TON CAPACITY-S.W.L. TYPICAL CROSS BRACE PERPENDICULAR TO GIRDER NO SCALE SHEET fj DRAWN.EO HELICAL/ BRACE l I DATEE °].15.11 IJ SCALE AS NOTED STRUCTURAL/PILEFOUNDATIONS OF 1 SHEET DATE REVISIONS BY m c 0 c0 c O TYPICAL SPLICE DETAIL 4-3/4" DIA. MACHINE BOLTS Eli W/FENDER WASHERS. STAGGER SPLICE t TYPICAL INTERMEDIATE CONNECTION `2 2" iii 2" 2-3/4" DIA. MACHINE BOLTS W/FENDER WASHERS t 3 X 12 GIRDER - zo 2" xii 2" c 'IN___ o PROVIDE FIRM FIT FOR ° E GIRDER SEAT ON POST E 0 U w MIN. SLOPE a) 12 it c as 8 x 8 PT POST 6 4"x6"TIMBER w BRACE a) E c 3/411 DIA. MACHINE BOLT W/FENDER WASHERS (TYP.) GRADE ° ° .a:. J E 4• ' L J 'a°a C 1° ^a n e I A • ! 4 ___/- 16"DIAM. SONOTUBE -t- -4- ALL HARDWARE TO BE HDG HELICAL PILE 8 TON CAPACITY-S.W.L. TYPICAL CROSS BRACE PARALLEL TO GIRDER NO SCALE SHEET CON:EO HELICAL/ BRACE I I GATE 07.15.11 LJ SCALE:ASNOTED STRUCTURAL/PILEFOUNDATIONS OF 1 SHEET DATE REVISIONS BY m (/V yWV( q 0 • c 0 LL a) ci/ 5/"PLYWOOD SHEATHINGS /-2 x 6 STUD WALL 0 .i %"FIN.FLOOR � 1 Y4"x 18 GA GALV. %"PT PLYWOOD SUBFLOOR PUT w/5-10d - c COMMON NAILS i rn EACH END@16"OC 2x10FJ co a) p 0 I 1'-6", I"1 oIMPSON H2.5 HURRICANE E 23 „M B — A CLIP AT ALL JOIST TO - E I GIRDER CON.-TYP. U } 4"MIN. 0 2-3x12 PT a) GIRDER U- c as w 8 x 8 PT POST----\ E 75 SIMPSON ABU88 GALV.POST BASE #3 REBAR STIRRUPS • /"x 12"ANCHOR BOLT @ 6"0/C ° GALV.) //////,. EXTG.GRADE \` \\ . '\'\'', • ,'' ' ' 4-#5 REBAR �' Zo p 6"x 6"x%"STEEL PLATE Q WELDED TO SLEEVE a 9 s 16"DIAM. �1-4 wa_ SONOTUBE -•- 2 7/"O SHAFT _ O c z_ HELICAL PILE 8 TON -. CAPACITY-S.W.L. 0 FOUNIATION SECTIONS„eOFNF O � C. SCALE: 1/2".1°-®°° 7 : ( �° pS ;���,� _ 1 1S i ,1f4- 3504 00,7 SHEET Tggg LKS '1! DATE 'EO HEUCAL/ SONO E UBE I I DATE.°'/.15.11 LlLEASNOTED STRUCTURAL/PBLEFOUNDATIONS OF 1 SHEET DATE REVISIONS RV a) 0 - vi o' c o ca -a c a li TYPICAL SPLICE DETAIL 4-3/4" DIA. MACHINE BOLTS V_ W/FENDER WASHERS. STAGGER SPLICE TYPICAL INTERMEDIATE CONNECTION t j 2„ iii 2„ 2-3/4" DIA. MACHINE BOLTS 3 X 12 GIRDER W/FENDER WASHERS _ 2" iii 2" c Zo U ° o c a) 1 ...f, i o 'N_PROVIDE FIRM FIT FOR M °� g GIRDER SEAT ON POST ---"o 0 U i MIN. SLOPE a) 12 ii.. as 8 x 8 PT POST 6 411 x 6"TIMBER n BRACE a) j 3/4" DIA. MACHINE BOLT ---g W/FENDER WASHERS (TYP.) GRADE • ll J • L • ° . j° '' 1 s 3 $ 16"DIAM.Y SONOTUBE -1- -`"- ALL HARDWARE TO BE HDG HELICAL PILE 8 TON CAPACITY-S.W.L. TYPICAL CROSS BRACE PARALLEL TO GIR®ERs.o_ �Fw, NO SCALE ���p,S q G'S-� tr)* leei,4 AsIC t -p ' ‘,<C/ 0/8350- 6/ ,......X,RED ARG 9,-li SHEET ��1I ATOT1 HELICAL/ BRACE I I DATE 0].15.11 LJ SCALE AS NOTED STRUCTURAL/PILEFOUNDATIONS OF 1 SHEET DATE REVISIONS BV 0) uj - 4 c o - ' fi c o u a> 'p_ SIMPSON H2.5A HURRICANE TIE AT ALL .,I � JOIST TO GIRDER CONNECTIONS (TYP) ql/ 2 21 /�2 ' t L TYPICAL FLOOR JOIST lil c - - - IT Ipi• 2-3x12 GIRDER Iii ` a i i' A l o =. MIN. SLOPE 4"x 6"TIMBER ' E o\ 12 iiiBRACE (TYP) ° 4 PROVIDE FIRM FIT FORS E 6 GIRDER SEAT ON PILE 0 U ! a� 3/4" DIA MACHINE c �° BOLTS w/FENDER 6 x 6 PT POST / WASHERS (TYP) , co IE Z =!�/ %4" DIA MACHINE BOLT W/ I' FENDER WASHERS AND GRADE 1 •° ...I TIMBER SPACER(TYP) : 4. CROSS`BRACES TO BE SET AT 45° IF • < • , • 1, • • 12 MIN SLOPE � • POSSIBLE 6 ON ( ) •° a 16 DIAM. I SONOTUBE ALL HARDWARE TO BE HDG HELICAL PILE 8 TON , CAPACITY-S.W.L. TYPICAL CROSS BRACE PERPENDICULAR TO GIRDE' NO SCALE j -c1". OF NF�,Y\ I, 94 / - 14'1, .4';�41 r. ,, , 1, wit � „;.:ice► \ iso 078350-1 OC / RED AR ” iit,ffr,1* SHEET DRAM:EO HELICAL/ BRACE Ll DATE 07.15.11 SCALE:AS NOTED STRUCTURAL/PILEFOUNDATIONS OF 1 SHEET DATE REVISIONS BY SITE DATA SEPTIC PROFILE SCTM # 1000-116-06-24.1 (N.T.S.) PROPERTY: KIMOGENOR POINT, INC. -c \" BUILDING WALL FF EL 10.0 FT 50 JACKSON STREET .10 GRADE LINE ELEVATION 6.5 FT. NEW SUFFOLK, NY 11956 ,�Pa06`o GRADE LINE ELEVATION 65 FT. OWNER: c/o ROBERT FOX �Q 0�° I' MIN. 2' MAX. 226 WEST LANE A,r.�P �y RIDGEFIELD, CT 06877 ��G��y I/4"/FT. I/8"/FT. TOP OF POOL 5.2 FT. AREA: 257, 004.00 SQ. FT.+/- = 5.90 AC. °��41''' R SEPTIC �EAGHING T ZONING: R-4 Peo TANK POOL elFLOOD: (Elevation 8) s, IE. +5.501' IE. +4.4101' BOT OF POOL 5.2 FT. t C1j:->- -- ZONE+ + SURVEYOR: HAN TAFT CORWIN III IE. 5441 IE. 4.87 GROUND WATER ELEV +1.2' ILI O PO BOX 16 JAMESPORT NY 11947 5-0" 121-10112 MIN ,�° S � ,LICENCE NO. 50467 G No of . ,y °N DATED: MAY 16, 2003 DECEMBER 8, 2003 ADDED WETLAND NOTE W ›. SEPTEMBER 22, 2011 ADDED TOPOGRAPHICAL SURVEY I z NOTES: 1, .P. qpp W H, S T C.1- I . 'K L� ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM � gRFH EXISTING ELEVATIONS ARE SHOWN THUS: S. . T'9/Gy w EXISTING CONTOUR LINES ARE SHOWN THUS:—5— 0 0 �ONGgTFR eU`k"�°k LOCATION MAP o g „,,,r u9 �y North . .. \- (.) W Fork = Z � i 1Country O�� G,� 0/: � Club � . � �� I-- --.� iia O 8. ISLAND 8 ' \ CRde * 0 Ce NEIGHBORING O�' r V O RESIDENCE Q Co Z uLIU WATLLJ3 ����' ew Su 'o ve :x W l//is 4 ��f C W O �qjy, mooii, :_ve,cL-4- 14- — _ A1 i v \ ,. .. \\,- \\. 1:6,- mi .;\ \ 'N"\ , /* .1 NEW SUFFOLK, NY SIT 0' L NEIGHBORING .- NO ,',, REJGE a NOTES 'S. 'N\ d,� x LIR); EAS: •• \ t� to ,c? (6) housesw/porchesanddecks: 18,050sf \� �- °o° �F G'� < sting areas paved w/gravel: 6,285 sf \ i0o `- yo d s ‘\ \ �, 4- 1 y �, Iij TOTAL 24,335 sf �� \ �\\ \\ y�° °tio�q Q� Percentage upland coverage: 9.47% AREAS (Proposed): /�� WATER LINE °4ti N-W4olfair / Six (6) houses w/porches and decks: 18,160 sf v,N � \ -rs it SETBACK q 4 FROM P.PFAKENT ioGF Existing areas paved w/gravel: 6,285 sf NEIGHBORING HIGH HATER MARK .pF o,),� \ ,-/ TOTAL 24,445 sf ' :a 2:• mimic \RESIDENCE ‘N A , BALEs a s Y ��c"--- / ` cleg.144p-AoPercentage upland coverage: 9.51% ° Q /� FENCE TRuDURING • -� . \ TI %� ' °N� � BALESILTY TEST HOLE —' E' y o 0 / ` • �' �' �\ ,o FENCE DURING BY MARK McDONALD GEOSCIENCE W J• 2 z x \ _ \ 96 'g y' '� SvaINIC. \ CONSTRUCTION NO SCALE SOUTHOLD, NEW YORK 11971 = < Z LL ` \ ribby Il - -NSTRUGTED lay Z [15PtBETSA&K = W• V W n \\ // 'ADDITION T5� I �\ ydbbb,,�y� STEPS �pF �, J TEST HOLE DATA ( 11/10/11) ELEV +5.5' Q N o _-- -- — 0�2GH \ \\ ADDITION TO EXIST! � , , bbbybbybb 37) syF a.0 a 4 FT. MIXED SAND AND LOAM * W• M e \ \\ RESIDENCE �� 4,4g ,o NE 4.3 FT. Q F' El ,ss,\ � 4110.4.‘ It. eco BROWN SANDY CLAY CL V \\ \ EXISTING RESI B�VE EM�N p \ \\\ /5 ft SETBACK \ TO BE RECONSTRUCTED ‘ I TER VALVE NG io R �Z W \ \\ \ HIGH FROM RAMR R NUTFIOIIT A BASEMENT �� ���yyyd �` MEr �i� o NP's 0 8 FT. SANDY CLAY BROWN Cl) Cl). ,k \ \\ \ NEW ipmfrELL roW) - .::::. ,,,/ y4D4 \ RAINN� RUNOFF . ::.::,:.. :c:::.: �bp .. 1, -',444,1>. •' TO EXISTING RESIDENCE WATER IN BROWN \ \ \ ♦ FROM�\TVP y 7,� 1 1 :` :::::... �/"4 �4 ,/ 41J �x N N \\ \ � � :: :::::: �� y4,\ ISTJNG PUBLIC UNDERGROUND WATER LINE \ \ \ \\ _—— — \ \ bb .A,;' ISTING GONG COVER -' 10 FT. CLAYEY SAND SC N N N \\ PROP05 D HAY BAL $ SILT Gyri EXISTING RESIDENCE:::; tiybN ISTING FIRE HYDRANT O N \ \ NN\\ FENCE FJWNG C+ONSTRUIuON�—\ �by�� '�s TO BE RETIt3S/iATED.: dy�ay SED CONTOUR LINES TYP I y WATER IN PALE BROWN \ \ \ ` gy '� 34 AREA OF NEW Flu" 17 FT. FINE TO COARSE SAND SW \ \ \ \\ / • y�� , y44i ----05ED HAY BALES ! SILT \ \ \ \\ / \ 4y: �.j� Ar N,�*� FENCE DURING CONSTRUCTION , \ \ \ \\ \ bb4,�,� ,p` _� ��ady� ----OSED NEJM SEPTIC SYSTEM COMMENTS: WATER ENCOUNTERED 4.3 OF I\I \\ \\ \\ \\ \\`// // N. \ 4oyyddd ::;.'.' ?::. '$ FOI2RA4 BEDROOM 00 6 RESIDENTANK CE 1 ' S�P� PSC. Sq l'o \ \ b _ __-.10111". \ -(b)e'DIA x s'HIGH LEACHING ooL P) BELOW SURFACE ELEV +1.2 O� 4G 4 \\ \\ \\ \\\ o r'" �`, y4yy\ � // 4Nit -FUTURE LOCATION FOR(5)8 D A x 2 ,r` .:4 I 3k- , ,\\ ., ,,,, --/I' /..N ,i/ , 04.k. . .®-- `..erly..„ \ .� \� IGH ILE LEACHING DRAINAGE CALCULATIONS . }°�� .,Y N \ \ \ \\ , .,3 e — / \ `dy4yd• —` row WA -' LINE yaw • �- l 16.6 \ \ \ • 9lam'cok - y"y/y �-- p*C°'- ,, 15� ,�IG�BORING FOR AREA OF NEW ROOF \ \ \ \\�& 1 �� Eby 7Z / ANIT - • STEM TO IN �0 °'a350A \\ \\ \ / — ydy,4ge T\ '//, - _ IFY - • ION ST \,- \w HOLE - - CONS oN DRY V1ELL AREA x RAINFALL x RUNOFF FACTOR • G \ \ \\\\ \\ v agy4gq NEI6f5ORIN6 (DYV) "A" 2615 SF x (2/12 FT.) x 1.0 = 435 CU. FT. . . .-. \ \ \\ / . & I RESIDENCE \\ \ \\N\\N. �� % f • I /// io I USE: (I) 8' DIAMETER x 4' HIGH POOL PROJECT NO: • (I) 5' X 4' STORM DRAIN RING = 165 CU. FT. 1105 \ N N\ N rory / / USE: (I) 5' DIAMETER x 5' HIGH POOL DRAWN BY: N — �� 5 1NFi!SANITARY sY •� �' \ N \\N N N a\\ ' 6� TO BE REAOVE% D ` USE:) ' (I) SSSDIAMETER x 2'IHIGH FOOL CU. FT. UT \ (I) 5' X 2' STORM DRAIN RING = 84 CU. FT. CHECKED BY: \N \ \ \\\ ----- a• HAY INN SILT ` TS L A /� �T FENCE DuwnG GONs�rION PROVIDED REQUIRED G R I ' T P 1 ", c 01 V I c _I3 A Y \\ N \ N\\ \\ ` 463 CU. FT. > 435 CU. FT. DATE: 'io \\ \ \\\\\\ •` 12 - 5 - 11 ,�Oa�, \ \\\ \\\�s SCALE: �y,��,` 1" = 30'-0" '"'W-so ink.6°e \\ \ er r �oys��yO�y \\ \\ ��t ^�- I SHEET TITLE: �h�N/ F °NC \\ N APPARENT HIGH PATER MARK �':PPROV'ED BY ,_.94,4s4,0 o 4A \\� 1 SITE o,, i? SITE PLAN rIAill.... .A ARD OF TRUSTEES 'oR yoy �OUTHOLDiti SCALE: 1 " = 30'-0" ---- %, N DATE i/,9tii A. a0/ , TN- — I SHEET NO: REGULATORY APPROVALS REVISIONS: SEPTIC PROFILE1 - 11 - 12 %. (N.T.S.) /12 renovations 4 additions �P���y`' BUILDIt•IG WALL ADE LINE ELEVATION ON 6.51 FT FT. SITE DATA ���•Flood z�.,floor •levatlon ��Po��`G4-4''\\ GRADE LINE ELEVATION,6.5 FT. SCTM # 1000-116-06-24.1 �����. �� I MIN. 2 MAX PROPERTY: KIMOGENOR POINT �•S�Pe 7----'-'-'-- 50 JACKSON STREET ��G�o� 14 T. 1/8"�T. TOP OF POOL 5.2 FT. NEW SUFFOLK, NY 11956 P:s'ec�' OWNER: KIMOGENOR POINT, INC. o��o� SEPTIC EAGHING Ps�o�`� �`N POOL BOT OF POOL 3.2 FT. " c/o BILL ARCHER IE. +5.5Q IE. +4.Q01 :4 Cics, 29 GREEN MEADOW LANE IE. +5.401' IE. +4.81' HUNTINGTON, NY 11743 . GROUND WATER ELEV +1.2' T \_ QAT AREA: 257,004.00 SQ. FT.+/- = 5.90 AC. Ili. \ / 2' MIN 2 MIN F0v SP/ikkA, ZONING: R-40 �RANi F M ` FLOOD: VE-8') W °N. �/l ZONE SURVEYOR: NATHAN TAFT CORWIN III -r, PO BOX 16 I— >- JAMESPORT NY 11947 R�L \`! �~ # Z \ 0 TAV7-', S1T Ci L: �: K LICENCE NO. 50467 SFP 1.x;\2 I— ijj AppARENr Nic DATED: MAY 16, 2003 p�ppt AL`s -_ 4404,p,-,,,,, M j DECEMBER 8, 2003 ADDED WETLAND NOTE DOARu O / Z 0 uckyARk SEPTEMBER 22, 2011 ADDED TOPOGRAPHICAL 'SURVEY O U. % NOTES: w\ 1 ELEVATIONS ARE REFERENCED TO NAVD 1988 DA�UfvT"— hCi cno °O e°ct EXISTING ELEVATIONS ARE SHOWN THUS: 5.0 tiEyO j EXISTING CONTOUR LINES ARE SHOWN THUS: —5— 0 W 1 mi Z \�\ A°`c--� ' LOCATION MAP o \ a •\ ISLAND 1 6 \\ \\ ti North 0 Ce \ O (PUBUc ` m Fork i"4�\ ` Z WATER) �`� ! o Country \\ \ \` Q W 43-4,q,- - � 3 Club \ \ \ \ ♦� O Citek` CD * A ��FRsk— \ Case c \4k.‘ 12 Rd[* \ i J \ it a ,: / MI ti, ,,, // \\. 43, ,,,): a. o ew 'uolk Ave /• N .,r \\ ,,\ N \ , \ C /GC \ \s � \ � \ , GGGGGGG \� � : \\ /6\ \ ''''4 \��\ \\`\\ \\\ ATF-�'' ) ��' �y�o '0,4 CIS NEW SUFFOLK, NY SITE N. � � 1 \ I) \\ 4 \\ \ - DEI&ROUND 6�,�ssr, G�y�a� \ \ ,�� WATER LINE 1�/ -4,4/' N / ` \\ \\ ' FROM APPARENT 9 OCGF \ ---.• / 1 GIRDLE SHOWS MINIMUM EXISTING LINE OF EXISTING FENCE. \ \ HIGH WATER MARK "Pe. 0 ..---- r SETBACK FROM BULKHEAD TYPICAL SETWEEN RESIDENCES \ "Pe. i 0� Z• :.�'��� \ \ �I�jU� PROPOSEDHAY4---------'/' x';(4/7}- I in LITER) \ 1 �i� BALES d RIN �S ,› AOC 1 Q• tn WATER) ly FENCE DURING • i I:J �� \ �` CONSTRUCTION e .,y�, I ' •- � _ \ y \ '' � l Jam• � � r s >�� \ \y\ �� ST \\\\\ / In l \_ \\gggq Z \ G� (S'T W J' a z LL \ \ b 2 15 ft SETBACK i 401 -• WEN STEPS IN tO FF = W• V W H \ J \ \ 4 i OOTPRINT OF EXISTING FROM APPA- . .�,e� SITE NOTES \ / �.DDITION TO�XI TING \�\'q� 2 F.Q HIGH WATER ARK J Q N O ,p / PORCH FOOTAINT \\ \ _ ,p O } C W•• w = 49 \ \\\ •••ITION TO EXISTING V \ . "PS,. X //'�tio�i a� EXISTING AREAS ' M 6` \ R7=51• CE FOOTPRINT \ s\\ \ x \ \` \\;q�qq $ �S10- Six (6) houses w/porches and decks: 18,050 sf Q I—• \ EXISTING RES GE \ �\ \ LV PSN F- a �\\\\NN \ 15 ft SETBACK TO BE RENO `-R D `• \ � \ WA ALVE / �S��NG 8�p REM Z a Existing areas paved w/gravel: 6,285 sf oR 1 o TOTAL 24,335 sf CO co' \ FROM APPARENT \ OVER CRAWLSPA - R5, �q,' f.;,,, ��� Ne / EX� lP� Z \ \\ \ HIGH WATER MARK \ � ' ►-• �7/ 401 �, Percentage upland coverage: 9.47% \ NEW D1E�YWELL(DW)FOR ■\ ■r :s ■ / / o ? \ \ \\ RAINkAT€R RUNOFF 1 �,■..1::,■ q'a;s. ' •• "• TO EXISTING FOOTPRINT cZI \ N N \\ \ \ FROM GUTTERS\YP ;� . 71:7� c-- _ �� / EXISTING PUBLIC UNDERGROUND WATER LINE \ \ \ \\\ \ l \ ■ �;-r�i.■., ■�q •• • �' \ EXISTING CONC COVER s PROPOSED AREAS \ _ — — ■■ r: ="11�=� ■��+"� +•�'r'�~ EXISTING FIRE HYDRANT Six (6) houses w/porches and decks: 18,474 sf N N N \ PROPOIED HAY BAL d 5I LT 9601 C �n■i- ri•.Ir■■ri•rssfiur •w•: REVISED CONTOUR LINES TYP \ \ \ \\ FENCE URING CONST .,-- — \ ■■ �;rr�i•■sa■ �■3i ° TEST HOLE \\ \\ \ \\ P - .4�,: . rirr■rirr . :_:: abs AREA OF NEW FILL g g I i L PROPOSED HAY BALES d SILT Existing areas paved w/ ravel: 6,285 sf BY MARK McDONALD GEOSCIENCE \ \ \ \\ / \N. �' . ;� , , `"' ' �.�,,� �;.- FENCE DURING CONSTRUCTION TOTAL 24 759 sf NO SCALE SOUTHOLD, NEW YORK 11971 \ \ \ \\ \ a — �:Ati `"" �' NEW SEPTIC SYSTEM Of NEW y \\ \ 9 :■■���■ v► FORA 4 BEDROOM RESIDENCE 0 o � Percent upland coverage: 9.63 /o .� \\\ \\\ \\\ \\ / // ` \yeg4 \ ■ ■ """ * ��` \ - 1200 6AL SEPTIC TANK(ST) �P ca G. S/� f -(6)8'DIA x2'HIGHLEAGHING 'OOL P) P_ -FUTURE LOCATION FOR(5) 8'D A x 2 (� N N N \\ 0" Th ,,v4?„.„,„,,, Q• .- o \ I �t Percent r . h '_,G` TEST HOLE DATA ( 11/10/11) ELEV +5.5' \ 444,t,#\ s �`■■ ��' 4 FT. MIXED SAND AND LOAM N\ N N N N NN e //(, /�\4'6 N\ - t� �\ GH LEACHING POOL(EXP) a cent upland increase: 1.7 % z , :n \ N N \\ �4 "� ? / \q \ .=LIG ;' I- ,r* j oh s �'' N N \ \\ �1 i �� / P4•\ \ U •--•-ROUND (I . 4.3 FT. BROWN SANDY CLAY CL \ \ \ \\ , ' ( `\�Nggqa— — , � ' _'' ' ► 1N•4 LINE t \\ \\ \\ \\ \�� ~ \��gogy.. �1St , �i Y ��� EXIS ANIAR NEIGhIBOR- STEM TO AIN �". :., �� WATER IN BROWN \ \ \ • iii - RIFY L• ION 8 FT. SANDY CLAY CL \\ \\ \\ °c �, �; -- Rss� \\� • ' G CONS ION 5.-4,.., Sr G WATER IN BROWN \\\ \\ \\\. ��� \jam b , HOUSE NOTES ,-,., ,t 7',;,4-.0. :-..' -t 10 FT. CLAYEY SAND SC N N N N N N �t� 1 ` / 4(1 //� WATER) I EXISTING HOUSE: PROJECT NO: 1105 WATER IN PALE BROWN \ N N \\ cryo / \ First Floor: 1,132 sf 17 FT. FINE TO COARSE SAND SW \ N N \\ \ ° —o — ' / Ex~5 SANITARY 5Y-'. Second Floor: 767 sf DRAWN BY: UT COMMENTS: WATER ENCOUNTERED 4.3' \\ \\ N N\ 6 TO BE RNOVED BELOW SURFACE, ELEV+1.2' N N \ •♦ TOTAL 1,899 sf N N N \\ PROPOSED HAY d SILT Covered Porch/Stairs: 664 sf CHECKED BY: FA �( \ \ \\ \\ FENCE'DURING CONS TION TOTAL FOOTPRINT: 1,796 sf TS G_ITL „P JLC C 0 1\TI C HAY \ \ \ \\ �\ DATE: DRAINAGE CALCULATIONS agsAq�� \\ N `\ \\\ 4/26/12 r�o q���yc° Ne \ \\\ \\�s ��rr FES OVoAoTED/ADDED HOUSE: 1,411 sf SCALE: 1" = 30'-0" FOR AREA OF NEW ROOF T°°i(.g7F't'O N \ �e Second Floor: 1 059 sf DRY WELL AREA x RAINFALL x RUNOFF FACTOR °° s qty \ ,Ni 95 ft SETBACK FROM T 1 R�F,oT�iq� ,9 :N:c4::,..,,t.N APPARENT HIGH WATER MARK TOTAL: 21,407509 470 sf SHEET TITLE: (DW) "A" 2615 SF x (2/12 FT.) x 1.0 = 455 CU. FT. //FMeF sti° \ ' USE: (I) 8' DIAMETER x 4' HIGH POOL '� Covered Porch/Stairs: 694 sf (I) 8' X 4' STORM DRAIN RING = I68 CU. FT. �tio22 I A���L�O � yTOTAL FOOTPRINT: 2,105 sf USE: (I) 8' DIAMETER x 5' HIGH POOL " pi., (I) 81X 5' STORM DRAIN RING = 211 CU. FT. /°ti Percent footprint increase: 17.2% SITE PLAN USE: (I) 8' DIAMETER x 2' HIGH POOL grFR (I) 8' X 2' STORM DRAIN RING = 84 CU. FT. SCALE. 1 " - 30'-0" 4,gR,, PROVIDED REQUIRED N 465 CU. FT. > 455 CU. FT. I SHEET NO: 1 REGULATORY APPROVALS REVISIONS %3/12 PILING FOUNDATION r RECEIVED hi, 411 SEP 5 2011_ B 4 A BOARD OF ApPEAI 9 8 I I U21/ 511-11" / 6" 1 1 6" *% ,� 8'-4" / 8'--l" / 8'-7" X as-0/2" / 8'-1" / 8'-3" /� W �f I I 5" DIAMETER TR. V. PILING FOR :I:[ I I SUPPORT OF COVERED PORCH AND PORCH ROOF. SEE SPECS. ~ Z [C34- --f— �- _ _ — — 1 -\ 1 6 DIAMETER TR. WD. PILING FOR O 1-1 SUPPORT OF STAIRS TO GRADE. Iv] _-� 1 _-- I I , , I VERIFY LOCATION PRIOR TO s \ _ _ (2)2x6 TR. WD_FL FLUSH GIRDER I 1 ---l- l I 1 - _ (2)2x6 TR. WD. FLUSH GIRDER - - _ _ INSTALLATION CO 0 A - — - - - - -- —�- - - , Z . u., r--r--?--- 1 1 1 1 1 I 1 i -- -- -' iti LL 1 I r r 0p I I I I I I ,..., I - . I I 1 I II I L ( I NUS I 111' I �/ -9 — Rill NEW 2x6016 _ TR WooD JOISTS a �/ I 1 - 6 r I I I� �I �I �I �I II w I I 1 d3 e 1 xi I I 1 I � 4)/ I I z -I_ chi I 4 I 2:111 �Y+iL_-�----L--- a g QI� �I = �I �I `� 11 -_L_-1__J in ZO1 1 I 1 I 2x8 GIRDER -� Z _ __ I LINE OF FRAMED EXTEWOR WALL ABOVE 1 _� () I 1 -- 1 \ i6 -�-� i (?)3x12 TR. WD. GIRDER e T - - - \ t I imm. an=140 •••••••••em a ,an am===•••IM , I I " it 1'-SI 1 6 _ o Om -1---, 1 I 1 Z I 10' DIAMETER PILING. SEEIIX 10' DIAMETER PILING. SEE -'� PILING NOTES 4 BRACING (' PILING NOTES 4 BRACING I Ti 1 DETAILS IN SPECS. 1 I DETAILS N SPECS. I 0 I I 1_i114211 nl_111�211 81_1'1/2II 81-111/211 �1_5I/ 11 O �1' �\ GJ /1 17] 1/ 17Y ✓2 (3)2x8 GIRDER I m Z IMMO JT -6 UJ _ I (2)3x12 TR WD. GIRDER _ . ,mi x C4 - _ _ ........_IIIM• MD i IIN.OMI m ? In A sl 1 s3 , . --1 --iFr _, ,-i--I-- -_= r r p;1 IE LINE OF NEW FIRST FLOOR I I I LAYOUT ABOVE PROVIDE -JO SPRAY FOAM I Iii p '-6,(;1 I ;i" INSULATI ABOVE rA" THK. 1 no y CRAWL SPACE •o TREATED YwoOD UNDER I • N I 13- C_l-L-1_JI 1_31-,_ I A JOISTS ABOVE i (3)2x8 GIRDER 0 -T- GLEAN SAND RAKED SMOOTH O - 1 11 x I I i X I I _� - h I 1 I I h I �` I - (2)SxI2 TR. WD. 61 --I i _ _�_ f - LINE OF FRAMED EXTERIOR WALL ---�- ---+--+'---�_ - 'k ABOVE D - _ _ -- _ _ - _ _ _ _ - - _- -� 5'-O" I = ea z. 1 I X X I I 1- N w a• oAi P- 11 1 11 1 I -11-7)/2" / 614/2" / -t-oy 5'-10Y2" -t-d/211 �; T-11" / I 1.1-•1, 2• o it N Q i O r Ir=e r- 1 1 1 ' W J• Z I ll 1 1 ` \ ' 2x4016r TREATED WOOD FRAMED i (`3)2x8 GIRDER = Z � I ENCLOSURE rr/SA INSULATION9':- - W re W gro 4o M V PROVIDE 2x4 024" TREATED WOOD = 1L• , I UTILIITY 1 FOR WATER SERVTI .E 4 SANITARY -I----I----1----1----I--- ; W• a N = tO FRAMING FROM UNDERSIDE OF FLOOR I r � A RI WASTE OUTFLOW I __ _ __ _ T FRAMING TO GRADE, w/WOOD LATTICE in I 11 1_ 11 1__f__]____i___i___11 f < I-• " =° PER SPECS. PROVIDE TWO (2) HINGED t 1 ''I 4'-o" 8 I 1 I I 1 I___ I PANELS FOR ACCESS ) I 1 ------------------_ .1 111 - - - - - rye 1---+---1----1--- 1--- '� 1,6—L T J- J 1 / 1 1n 10 - -. (2)Sx12 TR WD. GIRDER 1 1 - 4 — .----- mai - - - _,0 21,_=-- -== IC \ N / I i i i h7:7 Till I\ LOCATION FOR BARBECUE. PROVIDE 21/4 1 �_-L-41,-'11--1-1I ' ' 1 ' -.-• p VALVE 4 PIPING FOR NATURAL GAS, 1 11 I -1 I I I1 ! ' THIS LOCATION / -O I I I I I L.OGATI FOR NATURAL GAS STAIRS TO GRADE FRAMED r4/6x6 -� ( 4 12 �— _w _ 1 L _ METER, TIlTO CORNER AGO POSTS, 2xIO AGO CUT STRINGERS, - - - L�� �_�_-- 1 — MAHOGANY TREADS 4 VERSATEK RISERS 4 FACE FRAME I PILING DIAMETER TREATED WOOD 1 11 1 / 6-8 VERIFY / 1' -1 I PROJECT NO: IPROVIDE WOOD DECK AT GRADE I1105 DRAWN BY FOR TRASH STORAGE. ENCLOSE : I SPACE UNDER STAIRS rr/LATTICE PANELS 1 TCS E KEDB : 2E' / / 0 TE: • 8/20/12 SCALE: 114" = 1' - 0" OPERABLE PANELS w/Ix4 AGO SHEET TITLE: FRAME, LATTICE PANELS 4 VERSATEK FACE FRAME. PROVIDE 55. DIAGONAL CABLE BRACE, GALV. HINGES 4 LATCH FOUNDATION PLAN Fo , i1 • ATIoN .1. ,,,, N SHEET NO: SCALE: 1/4" = 1' -0" 4 BIDDING & PERMIT SET ONSI kik 41 %/12 PILING FOUNDATION A5' 4 B . ,REcEl \JED ":, �. )0' ct, SEP � g0 ARD O PpPt �L ' /"...,,, i { �a ASPHALT SHINGLE ROOFING ON 500 MIMEMMOMMIIMIIMIMOMMEMEMMEN BLDG PAPER ON 5/4" THK. PLYWOOD RAFTERSePE I(ING ON 2x8 ROOF INNENom I25JHPIJJII ! OPEOPENRAFTERTAILS. (SEEIIIIIIIMIMIIIM 1.1 DAILINTO ROOF PALL FOR H3250* ADH3250* :_numimmun Gma inft _immimmis• I. NI All W PROVIDE METAL STE P FLASHING , ��• AGOf CONNECTIONS ROOF/WALLALL O e••• --a Immo CO L Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y a Y Y L Y Y Y Y Y Y Y Y L Y Y Y Y Y Y Y Y Z Ilk —I OPEN •�'-� ---- - - - - - - - -- - `\` ' LL i t' _ ► I W/!5/4•X4• FASCIA FOR a Y Y Y Y Y Y L Y Y L Y Y Y Y Y Y J Y y O -- ' — — —'7- — ' — GUTTERS hP'J Y ---- :--� —` 1 ___ _ / \ — CW'03n ACW-03zig: ADH3250* APW50 0 ADH3250* - \ _ _ _ .___ _ _ / \ I ADH3250* APW5050 ADH3250*- .` �' , FW IIC _ _ 4x4 POST CASED IN LIIII — F`VI ID / FW IIS \ FYH D — _ w / E061' \ ADH3250* ADH3250* - WOOD STRAPPED ROTH Q 276'1S \ E Ob I / 27 i 11S T ' — — TOP a BOTTOM (TYP) Z i — \ / i — — — • — \\ // —` _ — NEW 5/4"x4 MAHOGANY Z DECKING YV I/6" SPACING — — — (1),..j. M O. _ _ _ BETWEEN BOARDS ON PTL Q „, _.. ,. �� u _ 1 / i STRUCTURE BELOW po00o0o000000000013[ 0o0v0o0000oovo0000000000vo0. 00000000000u00000u00000000u0000o0[ 0130000000000000000000[ 0000000000000000000000000000000000000 00000000000000° uuu Luuu c X00220000000000000000° 0002202200no vv20o0o0o0o0og0002 02222200000000020000000000000000cEt 222222200022022222000002222202220002220 2220022222202222° Z �• 000000 x0000000000000000000000 • vo0v0000vvvvvvv000000000000 10000000v0000 0c vaovvv00000000000 02 °02 00200000° 0a o 000ov0000 13vi 0200222222° v° v000000 vv°vevvovv°ov°On vv000vvovoovvvv yr nevov0vvvve°eov nvovvovvv000vo°oc � oo13oovoo13 o0ovoo0oo0v000oo 000v0voov000000 oc vvv000vv000000 noo00oovvo0v000v o00vn000o0 vovovvv000o 00000 vovoo13vo13v0 ovo 00000000vc °[20000° o013oovv0o ❑00200000000 20000° 000000000000000000°2° ❑000000000000000° 22200022° ❑ ❑❑t ❑00000000000❑ ❑000 °00000° ❑00000000 i❑ ❑22222222222222222222222022 02220222022222222222002022220222222202° 222002 • o NgMO 00000 22222° °0020021 ❑❑❑❑°°°°°❑°° 220020° ❑❑❑❑❑°°°°❑°°° n°n°130°°°°°°°°°°°0001313°°°°°°°°°°ev°°13213 222°°°°° e°ee°ee0nee °°°eeeneee°°°°°° ❑°° 2002000020200000200000000000222000° vvo0o0o000 00002000oov 00000 O [ 00222200220202220220° 002020000 222000000 ]0000 22020220202202222222022 113131313°13131313131313 0000o0v00000000000001300000voov0[ t ovo0vvoov0000000000ovvo a0vo000000v 0000v000v ovvv00000000000a000000<]oo0ov X0000 X00000 00000 000vovov Dove ]vo0oo0vo ]00000c 000000 MIME vv v000000voovvvoo0 0000 000000vavvooc 00000000v0000ov vc ovo0v0v00000v0vvc ]oo00v00000oo0voo ]00000c 000000 000000° ]ovo 0000000 0000 0000000000000 000 vv❑❑❑❑❑❑❑❑❑00000c 0000000000000000[ ❑oo0ovv❑❑❑000000[ a0 v❑000v000❑onnoo ❑❑❑vor► • ❑❑❑❑ ❑ DD2222222222002000001]222000v0000vo0ac vo❑0v13v000000vovoo0ovo]vvov 0000v000v vvvvvvoovvvovvvvc 222a022vvovv000vv000v00ov0000000avoov0c vvov0vovvovo0000o00ovvvvvoovvvo ]v00ovovoo0o0 30000000001300c 000000- 00000000001313000 001300000000000 • ❑ 0000000000vo0000000°°0,1000o0vo000❑0000 00000000 o 000000000000000000000000030000 )000v0v0oo0o000vo00000000000000c0[ ® 000000°°o0naoo000000o000v0000vp0o00voo[ 0e000000ov0o000vo00000p000000000000000 0t 0000000000000000 00000000000[ 10000000000000000 1022000220220 000000000 00 10220 2222000202222002r 10000000000000000 Z 100000 0000000000 01 0000000000000002 00000000000000000 20000020000002022 00° °• • 0 �"'� t4C ]000000000000 .00000000000( ]00000 000000000 0( 000000000000000[ W .� � ]0o0oovv00000 oov000vovi ovo° v 000000000 022200222222 0000ao000000i 000 i000000000a000000 0222000000222202 00020000000° ]022222❑00000 00000000000v06 0000 10000000000000000 0000000000000000 000000000 a ]av 000000 0000001 0.0000 00000 oovo0000000000000 00022002002200010 0000000000 .000v vo00v ]000000o0ovvvov0o _ v00v0vovv � 220002222 020 O ]000000000000 020°O00001300f -01000130000 20000000000200000 00000000 000 ]oovvv0000voo oa00v0v0o ] 000 000 5 000000000000 iS'EEN vv000c 0020000000013 1a 220000220200000 0220000002000200 O 000000 00000000000 1v000000000o00ovv ]v013v0ovoovvo ❑1313 ❑000000 °❑vovo 2200000000000 J00000000000i '°220000202002 °02202000.... o 000000 vovvovovot v2o2oo0oo00v0o00 213010 NEW FOUNDATION AND FOOTING 2000000200022 0000000 00000000 0°° 1u00n000v000v 20000000 00... Z Z - 3 000000000 v000000 •- III ce ST E EvAT1 0, N SOUTH ELEVAT I ON SCALE: 1/4" = 1' -0" i::::::::1 • SCALE: 1/4" = 1' -0" iiit ill , ANDERSEN FIXED SKYLIGHT. PROVIDE ALL R6Qb FLASHING a °a Z• IGOUNTER-FLASHING INTO ROOF V0 Q• ., g Q 0 } z - / SKS2838 M W• u . u; w Q N C� • 7 el 0 4e 4x4 PURLINS CXPOSl=D TO CARRY - -- - - 2 w• AIIIIME II i —i i i r — BACK MINIMUM (?J -.,- AND (� � i PROVIDE CURVE!" SWEEP IN �11. TERNINATL• BEHIND �- RAFTER — _ ;I. ,,,, .�� PROVIDE S/4"x4 WINDOW LOWER PORTION 1800 Ig" ... I ... �— CASING W/DRIP imi MO RAFTER TAILS Td MATCH ADH3044 ADH3044 — ADH3044 - PRE-DIPPED CEDAR INGLESr „�,, ■�� MOULDING W/At-UMINUM EXISTING 16” — PER SPEC w/6" �+ TO -4-41-41121ADH3044 LIADH3044 _ PLASH (�P) WEATHER, ON 15* •.-. PAPER �_ ADH 854* MlMiliMMMM`� t .. .. Y 1—i � ' ON ' • THK. PLYWD. • THING �_ , �■■�� Niiiimiiii Lemile 11111415 - II 1 n III min SIMI= [gal 1 mo, --- _F_ MIN lig ADH2638 ADH2638 ADH2638 12" CUSTOM WOOD - ■■. � �_ EMI rilili ''� ' ' IMMI PROJECT NO: PRIMED AND PAINTED - IIIIII 1105 ....... —� ADH3250* P�ryp 5, ADH3250* I .'. ��l Ib" `�■ jll.,.... ! I RAW N BY: - I TCS 111111[1:7:11111I % ;CHECKED BY: 2 FLARE AT LOWER I��' MEM _ _ _ _ — — IJ . E. 00000000000000000€ 200000000000°°° vo 000000000000000000 SHINGLES 0130°°n°°°n 0000013 .0000000000000000r 0000000002000000022 ]022200000000000000 000000000000000000 ® 4/26/12 2222 1 / 00002 ]0000000000000000 .0000000000000000 20002 000000 o2o2i 00000 000000000000000€ 220000000000000001 1000000000 20 00 0vavvoov13vc vvv13v0vvv0o❑°°°°[ 00000013 220ov0oovvv 01300000000 - 13000000 vv vt 0voo1313130ov0 00 000000 Q(� 1 / ,0000000 0000000000 SCALE: 000000 00000 00000000000 1000❑❑0000000❑000[ 100000000v00000000f 0000000000001100000 0000 000000° 000000 voo0vvv0oo 0130 000 0000 413 v opvvvv0 22 vox 10000000o00000000r o[ D 134 2020220221 VINYL LATTICE 1 22022222222E 222 002000 ❑000000° 000000220 100000,ossoo 4. 62 22222222222222° NYL LA OVER GONG 013 ]00vvvv0v00vv ov ovc ov 222220220202 0apovv 0vv000vvv 22000000 �o.� 02002000 0°C O° 000 1/4" / 000220 9 000 dvooe 0000 c vo001vv ❑0222 22 vv0o00vvo0°0000°c X222022202222000 �220202222020c02001 10vvoovv0❑❑0voo 002 INEN 1 22222a22dva 222222222021 220000222 - 0000000130 v � • 130013000 � 02020220222 000000 v0���p 00 1v0o0vo0v0000000vc vvvvvov0002o222 0002 Qovvvv 00000000vvo t °1313°°°°❑❑° 1' - 0 20000000 022 FOUNDATION 130°1313°°°❑n TION x46 VERSA D000°°❑° 0000°002 W/I TEC vovo° 130❑[ 2020 0000022202 113131313❑❑❑01313❑1313❑13❑ 2222022020200002 222222222222222221 00222000020200000° 20202222222222° 240132 000v { � c v ❑0220 000000eo0v0o0o000o v0v000ao00eao 0001 DooOv00000 vv0o0oo0ov 000.4101301300000 22013131313 v000000 vv❑0c 0voo0o0voo000000 000❑ 02 00 13v� • oo.• 2202013 000000 ..eeff o° oo0000vovo 00vO°2 0000v000v ➢ 00222 00 ° oa'Go 000000 00002 0vovvvovvvo0ov 130 vvovvvovov000v0l 00 00 �00000vvovovv0vvv v° 000000 0201°000v❑ 200202222222222° 22000000 000 vt °2° °0° 0002 222220000 000000 ovo .022222222001 2222022 2a ____ FADE FRAM, w/8 B — 0000°❑ °°°°❑❑130°°° 00000000000C 1130000000130 ...moo.0 °1313°°°❑noon°° 000000000( n0000ncl000poc 1 1 000000 0000000000000000 •vv•. vvv 0000022222 '2=2"'M2'' 0100 vi 000000[ 22202222 00222°° vvov❑ v000000 1 °°� 0000000 SHEET TITLE: J t r) ( l ao2o22220200 022220000000 ❑O0vv0000oovv 2222200001 000v 00000 • 222000202000202 22200220222 2222222222 22d 222202022221 22222 2222220 4111.11.111.11.111.1.11111.11.111110 00000000000 0000000000 000000000 .Oe.�00000000v 00200000 022 02200 000000 "gggg�° 000vv0000vvv22222 , 00000000000 0000013vvov •022° 22 o0ov13vvo 0013oovvoov 0001 rm13 O1 00 •00130 0000001 0000000002 0 .000000 2vvo0vvv0000 22222000 20000000 ° o°dsp ovo 2v000ovvv0c ,TgEve 002222°00°0 000000 0000000°0° o� gAoo 0002 aot 2002202222 2222 0.4 00000 222000000 0000000000 .002020200 022200002220 o0odo200ov ��00��0p4 D000 130001 20v0000000c 000v❑❑ 0020022 000 0020022 con00000o202r 22°0222222202 2002 ovoovov0 v0000vo0oo 000000 000000 02 URINo222 0001 000°°1300° 0000.200000 130[ pv� 0000000000 000013 ddd X00000 200013130 000000 000000000 0000000000 02200200202 02000000 00000000000 ,vo o°v�°QOavooa0vo of ,0 0100°°° 000°00 0000 22202000002 00020000 00020002020 22022220 0020222022°d 0022022220 02p2 Dov° 0202001 00000222000 °00020202 0000 130 00000001 D000 ° ,00000 ° ]0 o0vvoov000 00 ..000 0000 0 .130 000°0 v ]0000o0v000 0o0vvo0000 0000000000013000. vovo ovoov0000000c 2000000130000c 000001300013000 OD 00000000000 000000000.__. .000130130000000000 0001300000000 0000000000000. 00000000430000 o°vovt 130000000000C0000vc ]0000v000v❑ 01300000000 0voovvv0.❑000000 -1vv00ovov°000 00000130200000nnnnnnnnnnn[ Pnnnnnnnnnnr ,,n,,„,„, nnnnnnnnnn tnnnnnnnnnnnr J]n nnnnnnnnnn[ ELEVATIONS A N . TH� Ti' -... CONSHEET NO: SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 7 BIDDING & PERMIT SET I REVISIONS SEPTIC PROFILE SITE DATA %/12 FLOOD ZONE SCTM # 1000-116-06-24.1 (N.T.S.) PROPERTY: KIMOGENOR POINT, INC. WEST 50 JACKSON STREET BUILDING W,4LL FF EL 10.0 FT NEW SUFFOLK, NY 11956 CREEK Q OWNER: do ROBERT FOX GRADE LINE ELEVATION 6.5 FT. 226 WEST LANE 7- GRADE LINE ELEVATION ±6.3 FT. W ' = RIDGEFIELD, CT 06877 I MIN. 2 MAX. AREA 257,004.00 SQ. FT.+/- = 5.90 AC. DISTURBANCE 8,536 SQ. FT. -I SITE CO I ZONING: R-40 ✓- ',/ - -°..-- I/4"/PT.k. / TOP OF POOL 5.2 FT. FLOOD: V-40 ' V /FT. ZONE TANK LEACHING EXISTING SURVEYOR: PO OX 16AFT CORWIN III POOL PROJECT SITE JAMESPORT, NY 11947 LU IE. +5.55 IE. +4.15' BOT OF POOL 3.2 FT. CONSTRUCTION � LICENCE NO. 50467 IE. +5.45' IE. +4.87' ISLAND ACCESS fi- DATED: MAY 16, 2003 GROUND WATER ELEV +1.2' 2003 ADDED WETLAND NOTE DECEMBER 8, miniZ 5' 8' 2' MIN >- SEPTEMBER 22, 2011 ADDED TOPOGRAPHICAL SURVEY �� II--Li, NOTES: ELEVATIONS ARE REFERENCED TO Z ILI ,_ ;' N.A.V.D. 1988 DATUM ° I . (,,,,,/1/,<- , LOCATION MAP �- FF UTILITY LJ.. i IF 6 POLE7 LU I o \\WeS oC. ! Cu \\\�� 111 EXISTING �\ \el \\ fl. \ Ill W RESIDENCE \ PUBLIC LAWN \ Case Z \ i\ \ Fti SURFACE X Rd \ Q = Z (PUBLIC \ UNDERGROUND N & w 0 r \ I— •• WATER) ♦\ WATER LINE \ \ (�� yc z \ '`r y I � a, \Cl_ \ � ° Z 0 „, \ \` ` y�"�O �-1)s 9 DREDGED CANAL `ew u o A ve \\ Z I-- T� Q C 0 ° APPROVED AS NOTED \\ \ \ �' \ \ , \\ - \\\ �-, a \ oo \\ \\\\\\\ DATE /4/42-B.P.# 3��$ \N\ p GreatReco , ,Ea ,� \, x' \\• : \GRATE 5:Ga \ / /r z NEW SUFFOLK NY 51 TE O Z FEE. BY N _ _ EXISTING 'S • I Z W NOTIFY DEPARTMENT AT N\ BLUESTONE �0 N X w Z 765-1802 8 AM TO 4 PM FOR THE N DRIVEWAY • 1.FFOUNDA1 ON-TWO REQUIRED LLOVVING INSPECTIONS: �N\ 0 `N \\N `' /` STONE SURFACE ABLE W TEST HOLE ° ”` "' BY MARK McDONALD GEOSCIENCE FOR POURED CONCRETE \ \\ ,,. :y ;:• ,: .. :• 2. ROUGH-FRAMING,PLUMBING, I NG \\\ UNDERGROUND I G N • • • NO SCALE SOUTHOLD, NEW YORK 11971 STRAPPING, ELECTRICAL&CAULKING / NEIGHBOR \ U ERGROUND •�.- •...,. TEST HOLE DATA( 11110111) ELEV+5.5' 7 RESIDENCE \ \ WATER LINE : • 3. INSULATION �. AREA OF : ;• . TILITY POLE NYT #7 i 4 FT. MIXED SAND AND LOAM 4. FINAL-CONSTRUCTION&ELECTRICAL (PUBLIC \\� 17ISTURBANGa 8,5 6. •'• ••- . . /.,. . . ... : .•. : .. 4.3 FT. BROWN SANDY CLAY CL ' " NESEZO MUST BE COMPLETE FOR C.O. \ ; • I ALL CONSTRUCTION SHALL MEET THE WATER) 5a. FT. REQUIREMENTS OF THE CODES OF NEW S \ EXCAVATIO► : 420 G .. Q-•• '° �' < ,•.!.-` •' EXISTING ON SITE YORK STATE. NOT RESPONSIBLE FOR _ - \ \ FILL: 200 4 Y O *:' "�."- .• .'•' .. . ;.: DRAINAGE BASIN W I TH 8 FT. SANDY CLAY BROWN I DESIGN OR CONSTRUCTION ERRORS. - - _ \ -EXISTING ' : • - ' - ,\--, z ' METAL GRITSWATER IN BROWN \ LAWN TO B- . '•; •�, \ �\ m REPLANTED - -- := ' ' 10 FT. CLAYEY SAND SC EXISTING - IN AREAS OF `` :• . . XIST ING FRAME N\ WATER IN PALE BROWN \ ` \` SHED AND TOWER �J<K' 17 FT. FINE TO COARSE SAND SW _.AWS ;ti CONSTRUCT'0 0 ' --2 D 4.3' \ DISTURBANCE _ .`' O COMMENTS: WATER ENCOUNTERS COMPLY WITH ALL CODES OF -_ ` ' N A YORKSTATE $ CWN CODESEXISTING N _ _ - _ - - — _ _ _ URFAGE N _ . T 6' N� • • �G BELOW SURFACE, ELEV+1.2' ASR ► I�' D AND CONDITIONS OF CONTOURS N ::::: '' \\ \ m \ ,,o \ Qe ST •• NCS: ARA<: c • SOUTHOLDTO'.INZBA \ ADDITION TO E -TING RESIDENCE mN �_ 0 DRAINAGE CALCULATIONS FOR AREA 0 BASEMENT" m • "DI�`l ��uQ�` �° • ' . EXISTING S • 0TO':"JNPLANN.NGBOARD `S\ EXISTING Lt FENCE TO REMA�INr PROTECT DURING r Q 4 m \ . u� LAWN OF NEW ROOF (DW) \ 2Y XIS ATER METER $ . - $ ` \ \ GONSTRUGTIO REPAIR AND REPLACE �EGTIONS AS \ m 4 SURFACE D ELL: AREA x RAINFALLx RUNOFF FACTOR otS Z• V so • TOWN TRUSTEES \ N \ • : �l \ LINE INTO HODS N.Y.S.DEC N N REQU I RED\AFTER MAJOR GONSTRUCt ONPHASE \\ \ (DIN) 2312 SF x (2/12 FT.) x 1.0 = 316 C.U. FT. ADDITION TO EXISTING RES E c� Q• \ \ EXISTING LAWN TO BE REPLANTED IN m • �, �.N. UTILITY USE: (3) 8' DIAMETER x 4' HIGH POOL` ` \ \ AREAS OF GONSTRUG'1`I�N DISTUBBANGS �a' \ EXISTING LAWN E REPLANTED INPOLE NYT x M` m� •'\ ,' AREAS • ONSTRUGTION DISTURBANCEI #6 (3) 8 X 4 STORM DRAIN RING = 506 GU. FT. -� N °aoM\ m DW PROVIDEDREQUIRED o }:IN: PERMANENTORM 1N �ER RUNOFF CONTROL MEASURE�� 1EXISTING � 506 GU. FT. > 316 CU. FT, w 'i ? W cLirtCTRIC, i. N NEW UNL�ERGROU D\DR1�WcLLS (SIZED" A 2 �� RESIDENCELEGATION OF EXISTING SANITARY SYSTEM _ _ I z LL .� .� \ )AINFALL (DW)`(5 FT DIA` 4 FT HT) FOR RAINWATtR `\\ • NO BASEMENT" ilk- T•� BE REMOVED W a NI iSPECTION R�t3Ulr :.� \ RUNQFF FROM GUTTERS AT\THE BUILDING STRUGTUFkE Q \ - - - _ o MAX. F.F. ELEV +1 ' � ' •-m� G o `� NN 1 © ;�o. 1� TEMPORARY STORM WATER RUNOFF GON7'�OL NOTES: w• N u N\ \N \ �'� •;%; :... . MEASURE: PROPOSED HAY BALES 4 SILT ENCE • 5 ,- \ N TEMPORARI` TORM MATER RUNOFF CONTROL N • P- '' ' ••••'L 'O SCOPE OF THIS PROJECT ON THE PROPERTY IS Q ~ N \ \ � ‘141L,°:'• � Q.a .: ,b • �� _ ,a DURING CONSTRUCTION SEE DETAIL I \ \ \ Ml<ASURE: PSR\OPOSED HAY BALES 511.T � -I- \ a�_ . o,� i� !js - - ® LIMITED TO THE PROJECT BUILDING AND THE LAND Cl) u�• ALL CONSTRUCTION,.}i.�ll. \ \ • FENCE DURI N&NCONSTRUCT1ON SEE DpTAI \ _ \ .• '. .. cy \ .. »�, THE N N\ \ ,ry -. •: .. _ SURROUNDING ENCLOSED BY THE PROPOSED HAY f.::ET THE REO ;;;_,.:::NTS OF \\ _ \ •\ . ,. ,. CGC::�OF NEWYORK STATE. \ N ` \ N J \D\ \ @ •,1 i 4• ' '�a -NEV CONTOURS, AREA s�F NE FILL BALES SILT FENCE AS SHOWN ON THE SITE PLAN \\ \ �h'ROVIDE CLEAN SAND FILLI TO MAINT • ) \\-i:. N.' �`,- '� 0.41* _ Q:4� s XIST PUBLIC UN.ERG-OUND WATER • N ,1 • r \N N 30 MAX.IMAXGRA1 E/PORGH. REP ANT B AGH \a jy�y - ..,` - J� LINE NO OTHER BUILDINGS OR LAND ON THE PROPERTY PLUMBING \ \ \ GRAS TO I1� QREAS OF DISTUR:�ANGE� i - -+� - Of WILL BE AFFECTED BY THE CONSTRUCTION. of ALL PL<+I'. 1:,A WASTE \ \\ ` 5 �- &WATER LINES PEED \ \ \ \\ I \ \ -� • •. '- u O AT sTEST;NG CEFORE COVERING \ \ RAISE p< 'F�I RE:IDENCE, ADD TO \� *;Qom'` � ���"' -•- ALL RAIN WATER ON PROJECT BUILDING WILL BE o 1� -'�." S ,trip` \ RENOVA . FIN FLR ELEV + I' � - -''� 7x7•. :)"'1- `Or � XI EIGHBORI G SAN RY SYSTEM RETAINED ON SITE WITH THE USE OF GUTTERS, i :a y , \ RBNOVA ' �1 REMAIN PROTECT) I /N s, • DOWN SPOUTS DIRECTED TO UNDERGROUND t ' NEIGHBORING DRYWELLS A5 SHOWN ON DRAWINGS. Oa N ` XISTI BE 6H SRA � TO,QBE REPLANTED IN I-��� �F EXISTING -' ). X78350-A \ I \ RESIDENCE �\ BLUESTONE I Eo � + PLUMBER CERTIFICATION N \ REAS OF GONSTUGTION DISTURBANCE \ I F q� ARCN ON LEAD CONTENT BEFORE N N NN I \ l /� (PUBLIC L�. �F� DRIVEWAY EXISTING DRIVEWAYS WILL NOT BE EXPANDED WITH 1. CERTIF/CATEOFOCCUPANCY N N N kiii I TEST \ WATER) �Z 6J TH15 BUILDING PROJECT. EXISTING DRIVEWAY N \\ \ \\ 4</ L.E EL \ 8J PROJECT NO: SOLDER USED IN WATER N CO , SURFACES ARE CURRENTLY PITCHED TO EXISTING SUPPLY SYSTEM CANNOT N 1105 N +5.5 \ ON SITE DRAINAGE BASINS. EXCEED 2/10 OF 1%LEAD. GREAT N N �� — DRAWN BY: N \ EXISTING 75 f� SETBAG FROM APPARENT TOPSOIL HILL NOT BE STOCKPILED ON SITE. UT PEC 0 X I C N N BE)%0I \ HIGH WATER MARK CHECKED BY: TS BAY \ \ \ ``\ \ TOPSOIL HILL BE BROUGHT ONTO PROJECT SITE OCCUPANCY CR \ \ \\ \N \\\ AND PLACED AND GRADED WHERE NEW CONTOURS DATE: 8/20/12 2i3O ` \ `\ `\ `�� EXISTING LOW FENCE TO REMAIN, PROTECT DURING ARE SHOWN, WITHIN THE LIMITS OF THE PROPOSED SCALE: USE IS UNLAWFUL gq \ N NN `\ N\` CONSTRUCTION, REPAIR AND REPLACE SECTIONS AS HAY BALES 4 SILT FENCE DURING CONSTRUCTION 1" = 20'-0" 1=9, N N NN REQUIRED AFTER MAJOR CONSTRUCTION PHASE WITHOUT CERTIFICATE �F,�F��qN N N N S SHEET TITLE: OF OCCUPANCY ,�gTS��T • y��O `\ \, -PROPOSED NEW SEPTIC SYSTEM 'SqA SFO cy��Q giO,oq \\ \N FOR 4 BEDROOM RESIDENCE - ((n T O�q , tip 4)„ \ N N N - 1200 GAL SEPTIC TANK (ST) I, `� �� c'0,, q� \ - (6) 8 DIA X 2' HIGH LEACHING POOL (LP) � SITE PLAN RETAIN STORM WATER RU:4rr '/fr FAj.'�q/P -'1 ti�oy N\ - FUTURE LOCATION FOR (3) 5' DIA x 2' DEC -5 2012 PURSUANT TO CHAPTER 2:3 /4,i�‹'46Z<\,„-16-\tic 11/ \ HIGH LEACHING POOL (EXP) . OF THE TOWN COBE. � '�' 41,./ I Pi DG DEPT. t, N �^ ' ¢, &,6 7rk � • SHEET NO.: •FLOOD ZONE V v ��o \ CO .,PLY WITH CHAPTER 143 SITE �` 'Q FLOOD DAMAGE PREVEMICA \ SOUTHOLD TOWN CODE SCALE: 1" = 20'-O" — I] BIDDING & PERMITS SWPPP APPROVAL GENERAL STORMWATER POLLUTION PREVENTION NOTES SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of erosion control measures (silt fence barriers). 2. Existing building structure components to be selectively removed 3. Existing building structure to be temporarily raised 4. Demolition and removal of the existing building foundation 5. Excavation under the existing building for a new foundation (+/- 36" below lowest finished grade)420 cubic yards 6. Construction of a new foundation 7. Existing building structure lowered and secured to new foundation 8. Construction of the new building addition 9. Renovation of the existing building structure 10. Installation of drainage structures and septic system 11. Installation of underground piping from gutters and downspouts to the drainage structures 12. Filling and grading of soil above underground drainage structures and septic system 13. Installation of new landscaping plants, lawns and automatic irrigation system Z MI '14. Removal of the erosion control measures. 0 J TOP OF GRADE 0 • u. U. 6" THK GONG SLAB W/ ACCESS OPENING SITE DATA CI(SEE PLANS FOR LOCATIONS) Site Area: 257,004.00 SQ. FT.+/- = 5.90 Acres Soil Classification: See test holeCIco III W v VA ' Receiving Waters: Great Peconic Bay Z = Z \\� \ Contractor: N/A Q POLLUTION CONTROL MEASURES Z F— Z In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment M ® ® ® ® ® ® ® ® ® : wo- o control measures including, but not limited to, the following shall be employed during construction: Q Ce CO ® ® ® ® ® ® ® ® ® . > O D co A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall 0 Z ® ® ® ® ® ® ® ® = 0remain undisturbed. Z W a ® ® ® ® ® ® ® ® ® : Ce 0 w a B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are ® ® ® ® ® ® ® ® ® : w exposed. A maximum of 1 acre shall be disturbed at one time unless writtenpermission isgranted bythe NYSDEC. Graded �, 3 MIN. til \ p >4 and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in ti accordance with the soil conversation service recommendations. `` \j SEE 517E PLAN FOR DIM ;\ C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. SINGLE STORM DRAINAGE RING SHOWN ` a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments BACKFILL MATERIAL TO BE GLEAN SAND AND GRAVEL 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) PERMANENT STORM WATER c. Seed Mixtures 1. Temporary seedlings RUNOFF CONTROL MEASURE a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) installe„mlb 0 STORM DRAINAGE RING TYPICAL b. Certified "Aroostook” winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in NO SCALE October/November. 2. Permanent seedlings - See Landscaping plans Z D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from 0 Q• in cleared slopes. _I E• 0 Y R E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. 0 o 0 07 co W .J• u z 3 x Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until z LI construction is complete. m W. 2 u; ", F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The C a " o G W• N sM WIRE FENCE W/ construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be 5 M FILTER CLOTH removed or cleaned on a daily basis. Q I—• 0 co G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be 0 co. BOUND HAYBALE protected from sediment buildup through the use of appropriate inlet protection. SURFACE H. Appropriate means shall be used to control dust during construction. ,- I . DRAINAGE I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently FILTER CLOTH MIN. b■ mow GRAPE stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned andflushed us ed as necessary. 6511PR -\ /\ /\\/� J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections co OF NFw /I\' / 1/ ,7 \/ must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance ooPs c, sy op 0 META- WIRE FENCE W/ measrues are to include, but are not limited to, of recharge basins, sediment traps and �� ` t� ' FILTER CLOTH AND METAL cleaningdrywells, cleaning and repair of r ,,, r ,V „ r POSTS 10' MAX SPACING sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The �� ^ �' * owner/operator/contractor is required to maintain copies of the SWPPP & General Permit on-site at all times. General Permit "`� , shall be posted al all times. °�e3�_� ; I� • K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and ''" 0 toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as ilfirori v.., PROJECT NO: 41:10; STAKE INTO shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically 1105 .. PRE�nous BALE clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. `®� i� SURFACE DRAINAGE FLOW DRAWN BY: t L. The contractor must complete the construction sequence schedule in the report with start and end dates. UT III -0 `` 2■ REBAR,STEEL PICKETS The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to CHECKED BY: '4 t , - OR 2' X 2■ STAKES I-I/2■ the Engineer/Architect for revision of the SWPPP where appropriate. TS w . ' - 2■ IN GROUND DRIVE g '74.. -11 _ 4 FLUSH W/TOP OF BALES DATE: " ` 4 BOUND HAYBALES (ABUT TO DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 8120112 v wY .� � �■ ADJOINING BALE TIGHTLY) Construction materials shall include building lumber and associated metal attachments, precast concrete septic/drainage SCALE: No Scale ..dIrr - HALEBALE TO BE EMBEDDED INTO structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, SOIL PLACED HORIZONTALLYM OF 4■ AND BINDINGS lighting fixtures, plumbingfixtures), gypsum wall board, batt and rigid insulation, pipingfor plumbing, outdoor pavingmaterials. SHEET TITLE: g 9 ) p 9 Waste materials shall include unused building materials and products, trash from construction workers meals and drinks. Project WRAP SILT FENCE UNDER HAYBALE site shall have a dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a private SWPPP AND DRIVE STAKE THROUGH. carting company. DETAILS TEMPORARY STORM WATER & NOTES RUNOFF CONTROL MEASURE EROSIONNOSCL & SEDIMENT CONTROL DETAILS SHEET NO: AE 2 2 E BIDDING & PERMITS SWPPP APPROVAL STRUCTURAL REV I EN BY STEVE MARESCA, PE SS-01 NEST MONTAUK H I GHNAY, HAMPTON BAYS, NY 11°146 _.,”' yM ° TES PHONE 65 I 120 G1450 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY 2 x 6 TIE ® EACH RAFTER CLASSIFICATION IN VIEW OF STRAP. DESIGN CRITERIA. ICE 51-HELD uNDERLAYMENT SINGLE FAMILY RESIDENTIAL REQUIRED - 24 FROM ENTEDGEDESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE HEIGHT PRESCRIPTIVE METHOD I I H�ALTERNATE ANE CLIP USE S5'-O" MAXIMUM GROUND SNOYV LOAD - 45 PSP. w `` : SIMPSON H3 � FIRST LEVEL - 40 PSF. L.L. _ LIVING AREAS - 40 PSF. L.L. ilji I- ZSIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L.CLIP NAILED. FROM I �: ORAFTER TO STUD. - a FIRE AREA WIND SPEED - I20 MPH Vtil TYPICAL ALL RAFTERS5 - Sd NAILS EACH END � SEISMIG DESIGN CATEGORY - B JRESIDENCE: X °WEATHERING - SEVERE • OEP NTED PTO OLPYOF TOP PROVIDE 8d COMMONFR05T LINE DEPTH - 36" Z U- P�`'E' EX�IOR"EODGE OF AL. TERMITE - MODERATE TO HEAVYM SHEATHIxG. TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME NOOD IGE SHIELD UNDERLAYMENT REGUIRED - YES W CONSTRUCTION 0 v Z Q . H• pts Z O GENERAL NOTES z aI. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY O 0 ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE Z BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. W • PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. QTo OVER LAP BOx 14. THIS STRUCTURE HAS BEEN DESIGNED IN Z 0 BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY O MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. CCSIMPSON MST2/ O G11/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL• METAL STRAP 048" OC. LARCH STRUCTURAL GRADE *2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Z 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE WDOUBLE TOP • STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS.2 x 6 ®I6" O.G. PLATE SIVDS :i :_.\(i'Y''j'-i,i...''', PARTITIONS, EXCEPT AS NOTED ON DRAWING. I/. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTMII ,FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 5/4" DIAMETER. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OFINSURANCE NECESSARY TO PROTECT THE ENGINEER AROUND SILL PLATEr 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. • AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL la. DO NOT BACKFILL AGAINST FOUNDATION WALLS • SIMPSON MST2-1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. I I/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP 048" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR Nd N I S a 4" To SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. o� Z • o' 6d NAILS 0 4" o.c. RELATIVE DENSITY. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND o`Q7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE N Q . T 0A 1 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY "'AGO ATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVERBY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. .J Q re ci,^,LL FOUNDATION DWG. y0O rMINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. E- �FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W -I • Zw 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT - Z LL PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W .v2ui I GI. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED $ Q N col o CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. E W • N 0 AND DECKS ETC.. 25. THE NYS CODES ALSO APPLY TO ACCESSORY < I- • I-i. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. y N • cp CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD SEE SHEET #4 FOR FOUNDATION DESIGN SPECIFICATIONFOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE / SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. . co,o, O F N&-/,/,;.. Oop S C S,9 p� t NAILING SCHEDULE FRAMING NOTES 4�!lite, r e ,t * g� �' TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" ac's °'83s -' 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d 12" o.c. USDA 414,� o BETTER. INTERMEDIATE. I , .. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES b" 6`4"`NO � 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING P•OJECTNO: 1105 h RAFTER/TOP PLATE 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 1 J io 00 0 CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: Eg' itiNi1iix=x;:x. CEILING JOIST/PARALLEL RAFTER 1-I6d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 7-I6d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. end I-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED DATE: o Flo RIM BOARD/RAFTER 2-Ibd (END NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-Ibd (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 8/20/12 o TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X5 OR AS SHOWN ON DRAWING. SCALE: ri i ii STUD/STUD 2-Ibd (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER I6d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL A . It AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 0 o TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET TITLE: Io < o (45 BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED) CIRCULATION IN ROOFS. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED L-- d4 AS PER MANUFACTURERS RECOMMENDATIONS. WEB o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc.) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 5/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 0 0 '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL JA O O to < o (45 LEDGER STRIP/BEAM 5-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF ,� to < 0 (50 JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS 'NAILS IP 4' 0.0. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" o.c. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY AT INTERIOR PORTIONS OF ROOF - TVP. PLYWOOD ROOF DECKING 8d ®4 O.G. EDGES, @5 O.G. FIELD 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. HIP ROOFS „ „ loo o �3O o STRIP SHEATHING Sd (ONE/RAFTER) "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS © 12" O.G.. SHEET NO: PROVIDE 8d ® O.G. INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, ®5" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF NAILSPAN@ 4"N HIGH. . AT PERIMETERE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6 O.G. EDGES, @12 O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 4-IOd NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 3 i REVISIONS 1(2/12 PILING FOUNDATION '%✓12 HELICAL PILES Ilk 411 B 1,, A§ r 46 , ,„„r. r NII 1 1 FLOOR JOISTS ARE FLUSH w/FILE 0 0 0 4 0 6 0 FOUNDATION GIRDERS. FROV DEIA GALVAN I ZED TECO FRAMING ANCHORS -" 6" AT ALL FLUSH FRAMING CONNECTIONS )1/ a.-o" / 8'-6" 4.. 8'-I0 " 8'- J'2" 1I- 7'-3y2,t 8'-5° 14 W 1 I ll 5" DIAMETER TR. WD. PILING FOR I I SUPPORT OF COVERED PORCH I.T. r AND PORCH ROOF. USE 10" PILING 0 Z I "' 3'_82„ / 4'-��2" �2' I IF S" NOT AVAILABLE. SEE SPECS. •• / ir i r J 4'-OOy2" I 1 10 ' FL O1 I • 1 6" DIAMETER TR. WD. PILING, OR CO la\ • 7� —, _ t I 6x6 POSTS FOR SUPPORT OF 0 =ry ¶ ' 1 1 I I 1 STAIRS TO GRADE. VERIFY Z � `0 \ (2)2x6 TR. WD. FLUSH GIRDER it ! 1 11C-6)6\' LOCATION PRIOR TO INSTALLATION OA - - _ �-- - - - - i� - r r � - - _ (2a2x6 TR. FLUSH GIRDER- - - - cr) m Il r�T r--tl I I I I I I 7 ---r_--T � -' I R (KI oC ' 7 1 I_-i 1 6 iir W 1 1 I I w w Ill w I I qi 1 1 p - 1---�1 -1 I 1 1 I I I (7`¢ HI 1 Z OcnI1 - P NEW 2x6@I6" TR.. WOOD JOISTS P ' 4/ --�-CO Q Q !I1 -6 k3 `�� I I dJ I I I 0I I I / I •c� I I I I II X 1 �1 dJ I I Z ��I( {� N X I X X I 1 �/ I I I L--L--1--J m n1 NI N I N I 1/1+� ��_ I m m I �� I --L__1_-J \ co m O in `9 `� 11 �t_r BRACE - f y - - I I � LINE OF FRAMED E T�RIOR WALL ABOVE 1 ;.:*/....._.! (3)2x8 GIRDER I tV Z Et - - - - - - - �, ,_� - - =1 _ .fir _ __B �_ G - -- - - - - TR-vim R '' = _ \ OPROVIDE Bi fi.GIN& BETWEEN POSTS PER�i'EGS. Z PROVIDE SOLID BLOCKING 1 ' I I I I Z Q BETWEEN GIRDERS FOR SUPPORT I I -1'_5'u 16 W OF POSTS ABOVE (TYP.) 0 I m+---, I I 1 I 1 - 0 v 1 I t PROVIDE DOUBLE FLOOR JOISTS ir IR�'L � I 11 f O ' = ir BELOW PREFAB. FIREPLACE �I > I 1 I I I Z 1 1 I 1 1 ' 6'-qY2" IO'-2,�2" 8'-Ily2" 8'-s 2" .7,-3y2" I I A/ .",�,7 LL. 7----_, / / / I 1 (3)2x5 GIRDER m 1" h r ` N f Y 1+-1 mo _ •+-., _ BRACES ,�i-� I m i';0 [In -151774-67 . '0 • ♦ — — — — — — — - -1 -1517 .— - _ - - - _ - # er — sym Emi_'it= — _- - --(5- ___7 — - — - - — _ — — — — a - - l` �PROVIb BRACING BETWEEN POSTS FMK. SPECS 1 tit I n I (k S TON CAPACITY HELICAL PILE w/16" _ I I 1 I I I 1 w REINFORCED GONG. SONOTUBE, - r1- -1 r:"1--1-±-1-1-1" tt• w/8x8 PRESSURE TREATED POST, N I 1 N11 -Na 2 r ir 1L 0 01 K LINE OF NEW FIRST dLOOR Ul ATTACHED TO GONG. w/GALV. STL. -1 I �, -111 I _111 I LAYOUT ABOVE IL DI w u- u-1 w I l PROVIDE 30 SPRAY FOAM -11 co- coSTIRRUP. SEE PILING NOTES g p v I 1 W U INSULATIO ABOVE wN�' THK. IQ 1 is BRACING DETAILS IN SPECS. - X I aI g 0 CRAWL SPADE -I TREATED PLYWOOD UNDER = N 1 CD = N111 I C_1_J-=1..W in m . JOISTS ABOVE 5-°<I (3)2x8 GIRDER In m .0r=-a1- m GLEAN SAND RAKED SMOOTH z IF— in l I © I r1 ® N m I Z. 1 I p 1 I I I I i i p I 1 i ---- (`I _� ;- , � - (2)3x12 TR. WD. GIRDER 1 I cX I ` 1 I LINE OF FRAMED EXTERIOR WALL Q• g D -'� - - - - - - _-�: _ - _ �-ze . , - _ - ;.:- -t' — — ABOVE PROV o iDB BRAGI • BETWEEN POSTS PERI PEGS, z "- I l'-o" I I I I �- o a cs R / I N (3)2x8 GIRDER_ ! W J ? w O 6-� 3._Q„ L. 4-Oy2 5...4/2" 7-OOy2 w '1'-I I" ; . _ = a z li / I PROVIDE 2x4 c916" TREATED WOOD I J �_ _' IM DI } -- -- I,,• a N o If I r--,---1- 1- 1--- 2 0 p, FRAMING FROM UNDERSIDE OF FLOOR 1 I I I I I I 2x4®16" TREATED WOOD FRAMED (fl -- --- ---1--- 1- r p FRAMING TO GRADE, w/VINYL LATTICE Ii I ENCLOSURE w/BATT INSULATION v -TTT" - -- ---1 - ,,,z7,1):;;::::4, 0 ., PER SPECS. PROVIDE TWO (2) HINGED I tr)w CRAWL S AGE .n IL UTI I u-1 11 FOR WATER SERVICE d SANITARY Q 11 1 I 1 I I I �, PANELS FOR ACCESS `�I v vl r LTM p u1 WASTE OUTFLOW I A� i ?- N to• 1 ARIA I 0 Irv-J-4-1—H u_ in m m II xl m Ij1 I 4-O 8'-a" Ir T ----1---1---rw I CLEAN S,ANI.AKED SMOOTH -,11 ___1___[ ' (2)3x12 WD. GIRDER - `1 I T in © I q'-I j%2„ I 11 - - _ - _ 1 l_r_.�13. _, Asx E I 1 I If'I 1 1 O F 7./,;_.I I - �E7ir - - - - Zp rl (2)3x12 TR. WD. GIRDER.-- `I450 \______„_ ■1 , _`, m SOPS ' �� ....„ , . -\ _,..__,_: - ___ , \ \ , ,,,,,,, u, 1 1 1 1 1 1— 1 1 I - I ij- -rr ' LOCATION FOR BAR EQUE. PROVIDE I' ,;1111 11III1 JrI I 1 I II' I I I I I I - � l1(11 1-1-1.-11L _ TR - VALVE & PIPING FO NATURAL GAS, t' 1 II 1 1 1 1 1 - THIS LOCATION � 1 I 1 I II 1 I 11 1 LOCATION FOR NATURAL $ STAIRS TO GRADE FRAMED w/6x6 I 1 I I (2 2 12 Cut 1 I - METER, TIGHT TO CORNER GAS 1 _ Spy '� AGO POSTS, 2x10 AGO CUT STRINGERS, 10,1-±7L-T_ _� L. - LL 1 ____\ MAHOGANY TREADS 4 VERSATEK 1 RISERS & FACE FRAME 1 5" DIAMETER TREATED WOOD ' PROJECT NO: PILING 1105 /21-0"/ 3'-O" / / 8'-4"I VERIFY / 1,...4,, 6'-6" DRAWN BY: TCS PROVIDE WOOD DECK AT GRADE OPERABLE PANELS w/1x4 AGO FRAME, FOR TRASH STORAGE. ENCLOSE CHECKED BY: LATTICE PANELS 4 VERSATEK FACE I SPACE UNDER STAIRS v4/LATTICE I FRAME. PROVIDE S.S. DIAGONAL 1=73PANELS CABLE BRACE, GALV. HINGES $ LATCH DATE: 8/20/12 / / y 25' 16'-0" T-II" ALE: 1/4" = 1' - 0" SHEET TITLE: / 51'-ll" FOUNDATION FouNDAT1 • N pLAN '# 1LEs PLAN SCALE: 1/4" = 1' -0" SHEET NO: 4 BIDDING & PERMIT SET 1 REVISIONS / — ____ 51'-10° - - ----/ Ilk 4 B g g ! I I 5" >l 5" I /r 8'- 1 I' 51-1" 1 II 8'- " 51-1" 5,_..t. " / 51-5 8l-5y2" 15'-ay2" 15'-aye° 8'-3y2" -r'-Io11 I IA / / / PROVIDE EXPOSED RAFTER TAILS, I I W if j TYPICAL. DO NOT EXTEND RAFTER EXISTING WALL TO REMAIN, w/NEW 2x4 4x4 TREATED WOOD POST, STRAPPED TOP I TAILS AT MULTIPLE RAFTERS FRAMING, INGLUDINS HEADERS, NEW SPRAY 4 BOTTOM. CASE 1N/Ix VERSATEK FINISH, FOAM INSULATION, AND NEW FINISHES IN/CAP DETAIL TO MATCH EXISTING INSIDE 4 OUT Z CASED 4x4 POST w/GLA P5 I ir' . \ -I TOP 4 BOTTOM-(TYP7 ' I �T m J to \� (2)2x10 G -ED BEAM 1 ♦/ ! czA O 1— r1 cao aa_ isoo aa E= a,a aam KaM: -c m� z .,litmoi zz...,-wig. = 'al zs� �: �� ��.�, —� I ---1:674,1M-11111M1 i O 61. pi I I 4 I I RAISE EXISTING WOOD FRAME STRUCTURE _ I 0 tL ABOVE THE EXISTING FIRST FLOOR. E N II; I s ,� p �.� CONSTRUCT NEW FOUNDATION 4 FIRST FLOOR, 0 ILIA �, III ' �� �` ERE, -�- \ 1 INCLUDING DECK. PROVIDE (4)2x4 BOTTOM -� W d1111 "ci ,\ ,� ryti PLATE UNDER EXISTING EXTERIOR FIRST t- Z 54 4 FLOOR WALLS, TO INCREASE CEILING HEIGHT -11 • " • " (3)2x10 " B < 1M I.: Y 6". SEE SPEGIFIGATIONS oa z ►n •D ' I 1` 111 AD 3250* APW; r, ADH3. iID FW ID FWHID 1 1- 1111 HI 4 , t in I to M O r „,.....- -... . , ;7 iZ71111111.111 ; ; .,,i'v ZIMMIIIII""Immmiliiii=7.- , ,,. .......-...... i Hio, .1a/2" (2)2>tlyyp.) 1 0 (2)2xisri.) (2)2x4 ITYP) es iNI ;11:- li&) x ii1 - ;- 0Ce m o< li :7 I 111- / 2 EL3 I _ill 11 "WM I o PRE-FAB DIRECT VENT GAS "•• " cNI _ 5/4x4" IPE DECKING, PERPENDICULAR TO t- > V FIREPLACE vv/STONE HEARTH liAdk WALLS. PROVIDE STAINLESS STEEL O O ` i ATTACHMENTS IN COUNTER SUNK HOLES, `� m` 8 SURROUND 13 0 (51TTING AREA _ �� _ SHOWER ENCLOSURE FRAMED IN/2x4 `\ ` II r i - , v/ UNG FILLERS. PROVIDE TREATED Z ,,. „- i WOOD STRUCTURE BELOW TREATED HOOD. PROVIDE 1x6 V-GROOVE , XISTING %, 4154-11111111 ,11•111 II - W VERTICAL CEDAR SIDING, IN/CEDAR GAP. I. z. fli Ce PROVIDE GALV. HINGES 4 HARDWARE � � � II i P O �� WOOD � TS ABO • � �/ �`i CASED 4x4 POST w/CLAMPS - � m d 9 11191111111r4 1peb xWV A=INET DN , WOOD FLOOR NEW -, " - SITRUGAT ,N 4 / =/P'W TOP BOTTOM (TYP.) CO m a it kr�� 5,►�riiiii�►�■ iTI SEE9 - OUTDOOR- % , IP - I % G PROVIDE WOOD RAILS =ER SPECS, r _ -SHOW R ii Ilia _ I ONLY WHERE DECKING IS MORE THAN -� 4 WALLS TO BE RE OVED 13- - 50 ABOVE FINISH GRADE _ NAWr \inew Illip 1/q)t, 1 P- , , y ,.." „40,40., , CI DECK 6" % M&kING O // - '� 37\\I ,plimmr1111111.=I wommantairmill.AMIE LIN. 'ti-_'- / - n� —� r GRADE, . " .-Vi0b . . ��� s��illElms" iiApt, 1 \! I / v ,- ri '• -dr. N — NIMMAINIII AIL AlkAkk. flak • ;�MA = its z• cl �' to r- ♦ •♦ _ v� Q• Mg ■ , 8 , ` HVAC CO _ ,_ LE k ROOF OVERHANG ABOVE r M ! CC Y ■ HVAL II 6 V . I 41111 lir--4. 1 Noah • I illA *0#6 14 r u 1 1 lt MEGH. (5)2x4 PEP-T lig \ 11 it .............. r .r. 4 Lt W H � �-� _ -SEL)=8 f_OL- - ^ \ • a a O �} :gr �1 _ ENT... 0 - _ ��� VIII IIID �III �IIIII Illus' II , M A. ‘0 \ HAa. STAIRS TO GRADE vg/IP TREA.5,(n l9¢ 14r.-. 5..4" Ili \ „" „- / HWiLA I TREATED " - Q F-• v `? *WOOD kL . 1 =„_ 15E+OW \' 41* \(5 4R • - II DS to to• i'' , -- �1 :,. , „ „ iii 1- •♦ Q ACW2034 • ;'034 ACW2034.41. III ♦♦ , ji / s: q m1■s■�i7y///y////%iA�///l/�.'�i.��sP////////.////////.: -i////%//./////////.�i (///////////////////J NEW • 4-g16" " -- lE OF NF i ADH 250* AA i►0.4AA '024 FOA INSULATION, PLYWOOD 5�(P �Y =9 / EG-ESS I ' Po I1,1 1/111 SHE•THING 4 SHINGLE SIDING X00 q� O,P. /, , , ..1---1...-f-, � '-, T.,,_,_.,_, HATS HED AREA INDICATES NEW ` ,.. FLOd'R SPACE ADDED TO EXISTI G / '°350- .„.4,; FLOd'IR PLAN STAIRS TO GRADE w/IPE TR=ADS, TREATED V. STRUCTURE 4 PROJECT NO: VERSATEK RISERS 4 TRIM BOARDSI , 1105 DRAWN BY: TCS 61 1lI �1_ 11/2 CHECKED BY: / / / DATE: 41-1O72" 1'_4,V2" 5' :y211 5'_.1," 4l_ 1/211 1I 1 _By2II 81_5y211 $/20/12 / / / V / SCALE: 1/4" = 1' - 0" I01-211 5'-Sy2" 5'-611 6'-b" 15'-711 / ,,/ SHEET TITLE: 5�� j(SII ` 5" / 4)/2" 25' 4y2" jc 4y21' / 16' / 71-10ll FLOOR PLANS F 1 1, sT F L. .4, 0 R PLAN SCALE: 1/4" = 1' -0" SHEET NO: NOTE: ALL WINDOWS WILL HAVE IMPACT RESISTANT GLAZING 5 BIDDING & PERMIT SET 1 55'- 2" VISIONS J' 7 56'-5" t illk B A)10 4,1 9 1 8 .. 5" Nil Q'_1" 10'-01,2" 1..-1Y2.. -8.. 1 55'-1.. I /I'-5' 1 IA 5—!y2 / I a'-10" 11'-6° / 6'—�Y2" / W 1 LEAD COATED COPPER WI OW PANS EXISTING WALL TO REMAIN, IN/NEW 2x4 1 w/PAN AT EACH WINDOW 4 1.ASHING 1 FRAMING, INCLUDING HEADERS, NEW SPRAY 1"" Z >. INTO ROOF 4 WALL SHINGL; ... FOR FOAM INSULATION, AND NEW FINISHES O Z WATERTIGHT CONDITION / / INSIDE 8 OUT 0 i I 6 0‘ _ < ASPHALT SHINGLE ROOFING ON 50# BLDG.54 O I PAPER ON " THK. PLKON0- ,u-u----1 TERQz i 1immo - EGRESS EGRESS EGRESS EGRESS En- EGRESS EGRESS EGRESS ,—rm. � ADH3250* ADH3250* ADH3250* ADH3250* U� ADH3250* ADH3250* ADH3250* in Z _� ' x- -:- �.�,..�.'R x- HDR : '� G. ----- J2)2x4 ris(TYP.) � ; co '*""'""�=ry 7\____ _ i EDGE OF FLAT 7-1 �� dr- = 52 if< CEILING - PROkFR9OARP IDE Y THK . ceO L G ABOVE ' f O _ �� Z `9 FAMILY FINI H PER SPECS, ALL 1j—: W 0 I I BEDRO• _ RO S, PAINTED O tY STUDY S WOO FLOOR LINE OF EXISTING I i i O I ZD WOOD FLOOR y WALLS 8 STAIRS N 0 ; ® -- - /— — -'FT f J TO BE REMOVED, (queen _ Z __7 T N -_ / FLOOR RE-FRAMED( / Iliciej 7,...., ■wR, . i I i M ST R v - 1 1 BEDROOM ,.r ► 1 = . 1 1 II ■ / \iI i i 01 \\\ I 1 , I 1I G• A." L WOOD 1LOOR ti5 CZ , N 04 c0 r...,..�..�■■.ems. ----_� ... I 111 Ci\i'' 0 1-___I- ---N___L_ __+-_-_-4-4------T--r I I - 2x10 RIDGE I - -� .: tiil I �� , '. . -- ----a — — —I— O x d I— I I� , 1 , N N ' I 0 6�'- TWD. RAILING �, p — CASED OPENING I t- r m 11 I P; it STAIR 1I , 1 I i SIVALL (n I I13 Z , , _W_O_ FLOOR 1 - I _„D j ` �/ U1ii, .9 -- -- , --- // //., 1%/r%7i%lY//////////JJl////%7////////177%//////////i'.%/.�///! 19%///////tel✓/////7//JY////'�' _ �� p , .x% i D I N 1 I / iil 0 iv 1- 0 A. in A /s&.. 1 L� 18 m VY,�1LK-INAi. MSTR 06 Z• =ry i , N1 A .� G'LOSET .k BATHimih, - ,...♦♦.� I t� • TILE FLOOR 1 El to Q• M /4�►7 iii ��..ti > 1 - o iiii � _ W Z Ex 4 . 4 ____Lsi,g,175 .._ .,_ysT/szu7 — ,„,,mimmommimi,„ „ „ , Ill GUEST �E DLG. ammumummn` RI�T�i:�' '-w E W• N = 3 •. ; BATH it ►A. •.:., ♦♦♦ L -. = M in Aim . AMIN 0141,110W IIIMI F • LYil cn in 0 VA1 All jAmojaP.4,11 • BE -OOM . allEA.. �► is- , imiiiiimm -- `-- _ II �► . iv _40eTal a- iL A ff%0 (WA= mmum. 1 ) a) O ' irm ��♦ � ♦ , I / ADII33��54* 1 (P� Fe OF Lv EGRESS „9PSq G,p 1 , * r 1 NEW 2x4816” STUD WALL 1N/SPRAY ver, .3 AREA OF NEW ADDITIONAL FLOOR / FOAM INSULATION, PLYWOOD ��`,. p ADDED TO EXISTING SECOND FLOOR I SHEATHING SHINGLE SIDING 8350-1 FRAMING SHOWN HATCHED I 11,_ 2„ 1 HATCHED AREA INDICATES NEW PROJECT N01105 FLOOR SPACE ADDED TO EXISTING DRAWN BY: / FLOOR PLAN / s'-8” I CHECKED gy;TCS / / 8-8Y2" l0'-2" -r'-2' -r-2" / / DATE: I'-6" 8/20/12 SCALE: _ /,( -2 12'-0" 5'-10"2-0 / 5-10 a'-a" / 1/4" = 1' - 0" jc 4y2" 4y2" \\\ 5. SHEET TITLE: 20'-4/2" 14'-4y2" / / FLOOR PLANS SEC • ND FLO • 1,- PLAN SCALE: 1/4" = 1' -0" NOTE: ALL WINDOWS WILL HAVE IMPACT RESISTANT GLAZING SHEET NO: 0 BIDDING & PERMIT SET 1 REVISIONS %/12 PILING FOUNDATION 16, 401B 4 ),. ,„ii,,, _ ' 1 .... _ -.WOK Aiimm 'N.._ ASPHALT SHINGLE ROOFING ON 50# BLDG PAPER ON 3/4" THK. —' PLYWOOD DECKING ON 2x8 ROOF RAFTERS ® 16" O/G. VI - .. .. _x._ .. .. - - - _ LEAD COATED COPPER WINDOW PANS AIIIM111.1.1==M1.1.11111111. OPEN- MEIDETAIRAF ER L SHEET I6)LS' (SEE — — vv/PAN AT EACH WINDOW $ FLASHING _ — I _ I INTO ROOF b WALL SHINGLES FOR III W 0 _ WATERTIGHT CONDITION _ _ _ _ ADH3044I _ ADH3250* ADH1250* ADH3250* — ADH3250* ADH3250* _ ADH3250* ADH3250* }. I — — __� mommona,mmommia,m, Z __ — PROVIDE METAL STEP FLASHING 0 �/Ift ' �� a AT ALL ROOF/WAILL 1... 3- CONNECTIONS —�- �� J OR CO 0 ,' K OPEN RAFTERS 11111111111- Z ILL 10 j"'s M inif `' w/5/4"X4" FASCIA FOR - - - Al \ _ I mi IM GUTTERS (TYP,) I /; I I I - II _ — / \ �CW 1 NI 03 ACW 0301 _ _ . ill Q / \ 1 - \� F1N IID• • - - 4x4 POST CASED INll ill ADH3250* L.: PAPW5050 ;%� / E0611 - - ADH3250* ADH3250* - WOOD STRAPPED BOTH Q Z . . FID / FW IID \ FV"H 1 . - - - - - TOP $ BOTTOM (TYP.) -m I . 6' 1 S \ 60611 / 2731 . - j �+ NEW 5/4"x4 MAHOGANY Z /IL 1 \ / — DECKING W/ I/8" SPACING \ / BETWEEN BOARDS ON PTL Iii \/ _ _ _ _ + 11'-0" NAVD __ _ STRUCTURE IBELOW 00 (MAXIMUM) I z 03)0 — •44. 11 [ 0000000000000000000013000000000 000000000000000000000000000000000000003 000 000 t .� IX 0310 O 0000000000000000000 on ❑0000000000 000 0000000 00000000000000000o00�a0o0. �00oaa00000000000000 0000000000000 oC 00 0000000000000000000 0ov00000000000 00000 Mill. 114C 000000000000000000000 0vo00no00vo0000 ► .; 0 poo 0 vnvvo0ap0papo pvavpvppvvpvpvv0pvvpvvvpvvv 0000000°.... 0000000 vpvpppvv0vvv0v apv000a opo Iuiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii vv v aovapa �0 •000000 30000000000000000 00000000 0000000000000000 0000000000000000 a[ Z 0000000000003 0000000000000 10000.1 • 1130v0ovvpvvp � 0000000000130000 000°°00000°0000 .PJPJHflL 0I 00 L. < XI I00013000003 °0vo°pa0000000000000 000°0°00 00000000 = 00000000000C1( 01300000130000).' 222°,2 ffgg22g2=22 I 00000000000OG 0000000000000 / • 00001,013000000000C 300000E10000000000 30000000000000000 000000000000000 00000000000000000 00000000000000000 0000000000000000 0000000000000000 00 00 _I 000000000000C 000000000000 - 00000 .000 00000000000000000 ']000000000 O ao000o00000oc 00000000 •00000 00000000000000000 000000000000000° O 0000000000003 000000000000( pop .0000000 000000000 000000000 OL 0000 CD 2 .0E/000000 0000000000000000C .00 0000000000( 000000000 00000000000 0 0000 C100000000000( 00000000000 opo oo°°°°o°°°C 000 0000000•• 0000000000° III Z _ SOUTH ELEVATION oc 112!!!!!!, SCALE: 1/4" = 1' -0" 0!) i=71 17.11:7i I I SCALE: 1/4" = 1' -0" illik At AP BA 0", 4 ANDERSEN FIXED SKYLIGHT. Oa Z• PROVIDE ALL REQ'D FLASHING co Q• A 4 COUNTER—FLASHING INTO ROOFIP' 144 m SHINGLES I � W• �� � :ir is J <i[:::1 WJ 71•6 felt _zinLL SKS2838 _ iiiiiiiAgiiiHi. rig r11111111.11111/41 ommilw,__ iimpirV-41.11 • C.) cp 4x4 PURLINS EXPOSED TO CARRY NE L_ 11111 I ---- ____I G— BACK MINIMUM (2) RA- R5 AND Migatima PROVIDE CURVED SWEEP IN EIMpir I TERMINATE BEHIND EN. RAFTER —ow- �— 111 PROVIDE 5/4"x4 WINDOW OWER PORTION ROOF Ig" � ....mi NallI III -- CASING W/ DRIP L �' Aimimumim nil r MI......... MOULDING W/ ALUMINUM RAFTER TAILS TO MIATGH ADH3044 ADH3044 ADH3044 PRE-DIPPED CEDAR INGLES ADH3044 ADH3044 FLASH (TYP.) EXISTING - 16[1 PER SPEC., w/6" EXPe SED TO 00. 11111111111111111111111111111111 . ..., - v WEATHER, ON IS# BL PAPER ` ADH i 854 I1_1 ...... OF —� 1 - ON 5/8" THK. PLYWD. 5 EATHING ' S,c��E NF�� 1'-$11jeEiummil______ --- _,••••• SPS O S O 4,,,;.,,,. , 1-- -..• �� .i 4, larip, — — — — -- - 11111111 , O O7350 -1 f I I I N rIIIl'Ill NEM ,-' 111 IIIII "A/tot-A iimilall I 1 �I 1 c — .., r 1 r 1 „ 1 - �� cW'.o3� ,'/ I,, PROJECT NO: ADH2638 ADH2638 ADH2638 12" CUSTOM WOOD SHUTTE-5 lit �� 1 1 �� �,PRIMED AND PAINTED •5 ` 1 I i � \ mil 1.111= 1 105 / / ADH3250* PER SPEC S. ADH3250* .. MEMDRAWN BY: /18 / 2" FLARE AT LOWER ; DGE TCS — — — — \ — SHINGLES r ,�� CHECKED BY: \. — + II'_O .AVD 1/0111 , I — — — — — —r— — — — — — — — — �- I — (MAXIMUM — — — — - - -- - — - - - DATE: 4/26/12 ,:\ _ SCALE: Popp 1 1 000000 -—_ pppp ,poop. pp°°p pp°°°°°°°°°pppp° °°°°ppJ°°°°°°°ppp pOpJ°°ppppppp°°p J°o°°J°Jalap°°°Jp °pppppppppppp°°°°pr 00000°pppppppppppp2 pppppppppp p°°°°°� VINYL LATTICE OVER CONC. 0000p0 app°.ppppppp ppp, ppppppp000r 7p000000pp2' = 1/4 = 1 - 0 ' 000000° 000000000°•00 0°00000000000 . t .�apnnn 000000 000 00000000000000 000000000°0 00000000000000001 00gy p LD 00001 0000000000E 0000000000[ ••• pp�xp CC °0000 0dppppppppp 00000000000 0000,00E 000000 00000 000000° 0 000000 0000 000000 0°0000 00000 00°00 00000000000 000000000000000000; 000000000000000000€ 000000000000000001 _ 0000000001 7pppppppppE aovoaoovo000� FOUNDATION w Ix4 6 VERSATEK 4 �.°° 000000000000 000000 pppppppppp ppppppJppppppp ppp°°°p 01100000000000000 000000°000000 0000000v0H v 0000000000v0v0v001 0000000v0000vH H E 000°00°00000°°000[ / 0000° 000000o'b o0 000000 .00000 00vo0go 00000a °0 0 000000000000 000000000°i 0000000000 0a 0v5oo00c 00°000000❑ In 000000 0000000000000000 000°°°°°°0 000 v ° 11 o0yf00 F000000000001 SHEET T e 000000000000 000000000000 TITLE: 00 00000 0000°0 �v 00000000 00° 000000000 00x0 0000000000€ �q, 000000000000000000 000000000000000000; 0000000000000000000000000000000000003FADE FRAME w 8 B•SE °` 0000000 00° 0000000000 / { 000000000000 000000000000 n¢0v 00°00 ,,, ,,,,,,,,.....,,......,, a 000E � 000000 000000 0000 000° 003000 00Dn0 ❑0000000000 00c manna o Pao 00500° 0000 °e000 001 000000op0vc pb000a000 °°°0°°0°°0 0pQ ao0000 000ac 0q 000000°0°°° 000000000000 v00c Wo -_ 0000°0 000°00°• 0c 001,0000 000000000000000° 0000000 00000 0000 000000 aoo00v00000 00000 000000000000 00000000000 0000000000 000000 000000000000 vvvvvvv000 00000 000000000 0000000000c DOODOUCCCOUoavavpp 000000E 000000000v0000vvvc 000000 0000v00v0vo v 0000000000 0000000000E v000000c 00000 v00v0vv0a0 s° 00000000 00000000000 000000000000000c ,000000000000 0000000000€ 00000000 0000000 00000000 00000000000 _ _ _ _ _ EXISTING pppp o0oo0vvv00 00000 0000000 — — — — — — 0 p� •pap py — _ _ _ _ _ _ _ — — uQ➢Ou 0000 U[ .RDS QII000 OJO�o �pL 0uu O0up0 �OOp0J0II➢L �0"OO��L �0➢l4�uuu �pa0000L dVT1�T[TDtt 0 , pm • 0n° °o-p'ouuuut u0,17--'0aII➢[190L00000 0000 0000 000000 00000000 000dd������ OOOOv vv�� D00000000000 000000000! 0E OC 00000 00� 00000 00000❑ mm 000000000 ovo00bp000000 0gb000 0o0v00o00000 0000000 Dove o[ 0.N.° 00c 0000000000 uuutl v0o0vvvvE •° 00000 u �00v00v000v 000°000 o .Doo °°°°° 00 ° �o00v000000 pP 00000 0000 X00 {t�- 00000 000004,0000 000000 •0000®00 00000000000 0000000.00000 va0pvy'o0v00v0 000000000000 00000000000 0000000°° �v0 p 00000 0O 000000000000 IDE 00 dQp v 00000®v 00000000 0000000• 00 v 0:000000 00000000000 0 000 000000 •• v ,o0pnvpo00000_ 00000000000c 0000000000c 70000000000 0000000q pvQvirinnr, 0000000000 000000000000 -- - - • ELEVATIONS I :1 EAST SCALE: 1/4" = 1' -0" NoRTH •yr SHEET NO: SCALE: 1/4" = l' -O" 7 BIDDING & PERMIT SET ' REVISIONS %6/12 PILING FOUNDATION ASPHALT SHINGLES ON 30# SLOG. PAPER EXTENDED PLYWOOD SHEATHING COBRA VENT OR EQUIVALENT 2X2 STOP 2X SOLID BLOCKING Aei 2x RAFTER TAIL ® I6" ON CENTER al* ASPHALT SHINGLE LI y ?ROOFING,?ROOFING, ON ICE 4 WATER Lu (L) BARRIER = I— m ›. IaUILT-UP RIDGE BEAM INSERTED 2x6 T*G, CEDAR DEG�KING, p z Z INTO EXISTING ROOF FRAMING. ::::: OF RAFTERS RPOVIDE CONTINUOUS RIDGE VENT 1."' MI _ J co rD o ASPHALT ROOF SHINGLES ON ICE 4 • FASCIA z U. WATER BARRIER ON 3/4 PLYWD. DECKING fox — O ON EXISTING ?ace• ROOF RAFTERS /,• lc- mom M U) PROVIDE Ix6 T4G SHEATING "" 11um. vil PROM CAVE EDGE TO MINIMUM ,, -' 12 0 W 2'-0" INSIDE THE SUPPORT LINE —— AS PER CODE. 4 /.� Q z 043 Z' '.s....,,-... .'.. ti ... :,:•. . . 4:' ..�� A...:.... .. `... ,...Vi�ss.. .: * ar ✓ ' ' • :., vti:.;�..... .:.riY:•-: ...'n'•`�. • � :q.:".... ... \. .•. . ..? '.. . st. .. .. � �s . a,. r.h: '' ' r •. w 'y.; ,;, 1 EAVEDETAIL BOTTOM OFCEILING JOISTS I 0,,,, II� � I I` I SCALE: 1-1/2" = 1' -0" AI / o. 0. �� p LINE OF PRINCIPAL ROOF REMOVE EXISTING CEILING FRAMIN P \ II 12. // O RAFTERS BEYOND PROVIDE NEW 2xe•o16' JOISTS rt/SPRAY,, \ lin. z FOAM INSULATION, GYP. BO. FINISH i W ° C. Z 0 ' -.. I EXISTING FLOOR FRAMING 4 SUBFLOOR TO • �,VASTER itMASTER _ REMAIN. PROVIDE 2' RIGID INSULATION 4 ft '�fBEADED MDF FINISH N JOISTS p (9 O BATH rto BEDROOM �-�' PROVIDE LGG PAN 4 FLASHING BELOW W f, �� i I - j WINDOW SILLS FOR WATERTIGHT SEAL �/ ""!"-'7 _ try ci 1 —14 RECONSTRUCT EXISTING ROOF vi/NEW 2x8 12 MT FLUSH GIRDER t- -i ` RAFTERS, 9'4" PLYWD. DECKING. PROVIDE 2X6 , , ? GLG. JOISTS rt/BEADED VERSATEK PANELING Ib TOP OF 2nd SUBFLOOR 4 1 /1111., Pt/BATTENS 4 MOLDING AT PERIMETER � fi ,•. 11111111111111141 millt :s In ri Ix4 FASCIA w/EXPOSED RAFTER TAILS, PAINTEDIq N ADD FOUR (4) NEW 2x4 S3 // I I'-4" PLATES UNDER EXISTING z / � < 4x4 TREATED WOOD POSTS, w/6ALV. TIE EXTERIOR WALLS 0 / I I I I COVERED DOWNS, TOP 4 BOTTOM. PROVIDE Ix iiel // I PORCH VERSATEK CASING 4 TRIM TO MATCH EXISTING (13 O� K I TCHEN / Li I V 11�G ROOD Li RAISE EXISTING WOOD FRAME STRUCTURE / ABOVE THE EXISTING FIRST FLOOR. al II \ i CONSTRUCT NEV FOUNDATION 4 FIRST ..II6?S Z• NEW WOOD FLOOR OVER NEW �Y4• \ NO SHINGLE FLARE AT PORCHES FLOOR, INCLUDING DECK. PROVIDE (4)2x4 PLYWD. DECKING ON NEW 2x10016' \ BOTTOM PLATE UNDER EXISTING EXTERIOR FLOOR FRAMING \ liFIRST FLOOR YVAL15, TOINCREASE CEINGN a'HEIGHT BY 6". SEE SPEGIFIGATIONS ',.:3 M +II'-I• NAVD k TOP OF FINISH FLOOR Q \ -� , r dJ \ moo IL_ \ ,.,i NEW IPE DECKING ON 2x8616" TREATED W -.1• w z 3 IT- WOOD JOISTS— — = z LL h • •,•:,s Yr: sr' ''. ss„~ .....,d✓.r •.a; ��;•• ��+�+Y 'dSr r.� v.. �..R ✓'• .1} ,Y, •.=�'�`.�'�.t$� y.1,�0”; *:,i.,*. i`, •:; M• •titi•� 1• • '�// ?"•^iti. �.,:.r••�: •.• f • •;.:; Q N :6: tQ{a s r. r•L rti ••J yr^,Y:,;.:: ?• .ti,• ye•• •rr.,r'^^, •t FLARE SHINcS :•'' ✓fr:". .: ' ;.•. '°, Ys� ' :...• : IW• N N+10-I (1,1; BOTTOM OF STRUCTURE � : �`.................... . �'...._..:�� ,^ .... ... .�� .:' �- ::'r ' ��.� . � . . :���:;�.... ...'s ':Pa: '::.r rra�. .-�::.^ ..✓� w ..r•`' .r :s � � �■�'' „tip 1.1 BED MOLD ON Ix6 FRIEZE '1� 1 lb% PROVIDE)� TREATED PLYWOOD T J JOISTS (`TYPJ hill' • VINYL LATTICE IN hfVERSATEK 8x8 --'TED ' ••� POST W � FRAMES ON 2x4®16• TR WD. G SPr GE \/\/ FRAMING J 41 SAND FLOOR,R�i1GED�v'MOOTH \ \\ \\\\\\\\ \\ \\ \\\\\\ \\\\ \\ \ \ 2x6 TR. WD. BRACING, AP .. - �\ \ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \\ \\\\\,�\\,�\\,�\\,�\\,�\\,� \/ BOTH DIRECTIONS, BOLTED / / // r // // // /// �`/ / P� F SECURELY TO PILINGS -- \ \ \ \\\\\\ \\\\\\\\\\\\\\\\\\\\`\ \\\\\\\\\\\\\\\ \\ \\ \\ \ :::::r7:417/vj,Sq�O�gi \\ v., ,„,,,,,,,,,,,, ,,,,,/, • +3' , EXISTING &RADE AT FRONT /\/\/ / /\/\/\/\ / 1 / \ / g, \/ / / / / /\/ / / / / / / . ..., _ .I %\/i /i /i /i /i /i /i /i /i � , . . - I,, a : /i /i /i Z /i ZK \ /‘ .y���R��PRwE -u // // // // // // ly // / / // / / / / y // // // // // / 6// // // // // // � // // // // // // // // // // // // 1105 \\�\/\/\/\/\/\ \ \\/\\/\\ \\ \\ \\ \\ \\ \\ , \\ \\ \\ \\ \\ \ /\\/\\/\\/\\/\\/\\/. , /\\/\\/\\/\\/\\/\\�\\/\\/\\/\\/\\/\\< DRAWN BY: ,/\ \ \ \ \ \ \ \ \// Z \ \ \ \ \ / /� / / / / / \//\//\//\//\//\//�/\//\//\//\//\// TCS \/ \ /\\ q \ /\\/\\/\\/\\/\\/\\K , /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\� CHECKED BY: \/�; / Z \ i i \ / / \j \4 \\ / \, � / �\ \ DATE: / / //\/\\\0 \/ /j /�//\// ////�/j///:\/// \ / Y\ % �\ �\ /\ \ i j / 8/20/12 \\/\\//\\/ //,..: SCALE: 3/8" = 1'-0" /��/\\�\\ \ �\\ \/ SHEET TITLE: A, • uiLDING SEC I 0 N BUILDING SCALE: 3/8" = 1' -0" SECTION SHEET NO: 0 BIDDING & PERMITS REVISIONS %/12 PILING FOUNDATION 4-46-J BUILT-UP RIDGE BEAM INSERTED LU INTO EXISTING ROOF FRAMING. T RPOVIDE CONTINUOUS RIDGE VENT Z azil >- ASPHALT ROOF SHINGLES ON ICE 4 O IAZ-. WATER BARRIER ON 94" PLYWD. DECKING r ON 2x5 ROOF RAFTERS J D., 1:: a ,... LL. PROVIDE ALL REQUIRED FRAMING O 11=1 1.1., ANCHORS S HURRICANE CLIPS. SEE FRAMING NOTES, SHEET S AND SPECS. 12 , „ „ 0 IA 41— i Q W PROVIDE Ixb TiG SFEATINe *ROM CAVI: �• PAINTED CEDAR SHINGLES ON 15# Z WOE TO MINIMUM 2'-0" INSIDE THE _ BLDG. PAPER ON " PLYY�{DOD Q ., SUPPORT LINE AS PER COM. =,-' ; Oa SHE, . riB•',;l..•. •r•,. .: .•• . . . [J`'"4. ❖:p.M yv,{y I ,•rt{. .,.{� ti :•A r.•.ti, r .... ....,.... ..........*:%1••••...,;. .�.•: :.Zi•' .. f;, ,'�, i'ke �•: .y i I __ N JOISTS •4r. ••e ,r•• .{'.r{ • fi` ♦.• •• er:• rr{:'• •{•' s •••". ' •..�r..:❖••: rr' •: M.ot I - BOTTOM OF CEILING � r,. •••• .;'. .,.. .. � ••• •• .• . . •s':•... . . . . . . ,,..... �.�. k� . . . ...:43?' '��� ` �1�11 I ' II� I �. I I I I E 4x4 PURLING EXPOSED TO GARRY BACK 0 ce - MINIMUM (2) RAFTERS AND TERNINATE 0 / \ BEHIND END RAFTLM Z / \ Q W NEW FLOOR FRAMING d SUBFLOOR. ,% ,, / \ ' PROVIDE 2" RIGID INSULATION 4 BEADED ='' ;% / \ FAMILY - > C� MDF FINISH BETWEEN JOISTS \ 0- 1�ILY / STS • L.L \ BEDROOM WINDOW SILLS PROVIDE 1.-CC PAN FOOR WATERF�TIIGHT� II " BEDROOM -/ \ Z \ MIMI / W RECONSTRUCT EXISTING ROOF vg/NF-141 2x8 Ii \ / r ,:tRAFTERS, 9'4" PLYWD. DECKING. PROVIDE aJ \ / ASPHALT ROOF SHINGLES ON 30# BLDG. 2x6 CLC. JOISTS 1.4/BEADED VERSATEK , \ / PAPER ON T4" PLYWD• DECKING, w/T*G PANELING w/MOLDING AT PERIMETER \ / DECKING AT OVERHANG. PROVIDE 2x6 �—�.,. \\ // CEILING JOISTS w/BE,4DED VERSATEK @fi: C- TOP OF 2nd SUBFLOOR �� \ CEILING FINISH r) III, % ill 11 ••• \ , \,. DOWNS, \ \ < 4x4 TREATED WOOD POSTS, w/GALV. TIE RAISE EXISTING Ix ABOVE THE EXISTI 5 FI OOR.D FRAME E COVERED //,;11,\\ \\\ // \\ \\ \\ VERSATEK CASING * TRI4 BOTTOM. M O M�4TGH CONSTRUCT NEW FOUNDATION 3 FIRST - ... 1-, / \ / \ \ \ EXISTING FLOOR, INCLUDING DECK. PROVIDE (4)2x4 PORGY Q �I I I�� RO \ / \ �I �� �, LL \ BOTTOM PLATE UNDER EXISTING EXTERIOR �• / \ • I`; FIRST FLOOR WALLS, TO INCREASE CEILING \ HEIGHT BY 6". SEE SPECIFICATIONS • i , / 7 ea \ / \ / / / Z• " \\ // \\ // // / NEW IPE INC ON 2x5016" TREATED - v +II'-I" NAVD (piTOP OF FINISH FLOOR NEW IPE DECKING ON 2x8®16 TREATED WOOD JOISTS \ / \ / / // WOO JOISTS 2. o o 51 �\ // \ / ///// / / W J• 2Zwi A 4., .., r. .„, {h .{,rs? s' .r' ,....1.0......... ........•....,..,.. ....„....v. ... .:.. ..:...:• •. r�. .t ?;. s• ptv� c., {;a. of • r. ! 11• .:, 0,, o , • • +,0„,. NAVDei-r) 5 PURE Y• l i 1 �:��� ',r • •.' :�•'�'. �:;.4;: ti'• .��" -.........s., � ' I 1 I 4, 0 ., NM ,,,ti BOTTOM OF TRIM NM �� -���I d•. .. i . �,;••.;; .' .... ,.x:r.u::.. ... . . r rr r rt�•{''''•��{c{o• s. 4 s{. er• v 5 L M -_.__ cwl Q 1-• V e. fill NEW 2xI2016"FLOOR JOISTS w/ / PROVIDE V TREATED PLYWOOD p N N• �. SPRAY FOAM INSULATION , BELOW JOISTS (M'J 6x8 TREA WOOD POST I / /\/ \ S• i• — ••- RAKED SMOOTH GRAN\!L SP A7\ IW/V\ \ \ opp. \, , A, b77 / .....1 / \/ 4 +3' AI EXISTING &RADE AT FRONT /\ \ \ \ \ \ \ \ \ \ \ .� \ \ \ \ \ \ M / OF / \\./ _441101111O .....7., it 1-• ( -4) . cl‘ 11 El\ U \ \ \ \ \ \AI /0� ',= / _—y—�� `l \ \/ // >\ .• . . , / / b/ b /\/ ME A/ -..."*,!'"ire, N \ / \d \ \ I \i / \A\ pRoJEcnicx:iio, / /, \,,,4/ ,‘ \^ / / p / / / \ 1/\ A v \I \, 7 \ \\ , . „,,,- i, x. .. .... , \\ \\ \\ \\ \\ \\ \\ \\ 1 \\ \� \\ \\ \\ \\ \\/ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 1 \ \\ \\ \\\ \\\\\\\\\\\ DRAWN BY: TCS /\\ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1/ / t/ \/ k \\ \ \ \ \ \\ CHECKED BY: A\/\ \ \ \ \ \ \ \ \ \ \ \ \ \I \/i\\/\\\/\\\/\\ \. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ J�\\\ \\ \\ \\ \\� DATE: 8/20112 \ \ \ \ \ \ \/ /q / \/ SCALE: /\\/\\\/\\\/\ /\ // ' \\\\\\\\\\\ 318" = V-0.. SHEET TITLE: a),, u1Ln I :ipL* BUILDING E3 SCALE: 3/8” - 11 -0 SECTION SHEET NO: 9 BIDDING & PERMITS IS" LONG PRE DIPPED RED CEDAR SHINGLES, w/6 EXPOSED TO WEATHER li W 0 ~ Z >- Z O 0 0 J 0Z O MEMCO U9W C r Z Q I- \\OT: : 06 Z \O -T---,ARL A /\A ,S A O I \ INS 0 c M 5 a. COVERED FOR HES . Q O < O w Q O / > 1=3 O O Z Y w IX O CANTED BLOCKING vv/121 RADIUS, AT IA cv 16" ON CENTER w/I/2" PLYWOOD SHEATHING OVER, w/SHINGLE FINISH / otSz• Icoica:. iPi T J 5c.• G o Z w J• = Q Z x CONTINUOUS 2X4 BLOCK AT w' a M PERIMETER EXTERIOR WALLS, GUT TO w• N MATCH ANGLE OF FLARE / Q to to• pr/ Co \ BED MOULDING #8016 ON I x6 FRAME OVER LATTICE i\.1 S.P�sOFN •� G Cif},r,11s f I PAINTED WOOD LATTICE �ars, i . w HORIZ./VERTIGAL (NOT DIAGONAL) > 13 •z,.-• -.._- . °78350-1 ' �� E � 1x4 BLOCKING PROJECT NO: 1105 DRAWN BY: TCS CHECKED BY: (2)4x12 TREATED MOOD GIRDER, BOLTED TO POSTS, fry/JOISTS FLUSH FRAMED DATE: 8/20/12 SCALE: 3" = 1'-0" PROVIDE 1x4 VERTICAL FACE SHEET TITLE: FRAME MEMBERS AT 4' ON CENTER 8x8 TREATED WOOD POST EXTERIOR DETAILS FLAREDETAIL SHEET NO: SCALE: 3" = 1' -0" E IxS PAINTED FRAME BASE, OVER LATTICE $ I x6 TREATED BLOCKING 1 3 1 REVISIONS In W I- >- O . �'"' z 11 mr 1:1 ni n H- 111 J _7i U) O -.-.s I- f) co I -�t I Q----'- % t ' 0 IA W I I I, .. r` I I I II II II 'll l .• '► .r If , I I 111 • ip < iv' . tpdoe et I I I I I I I I I I l --'1 )r 1 I I06 11- z II I I II I I It _____1�' I I I BEDROOM -4)-1( HARDWIRED READING 00- II` I II A11 II I I I I CY' I I 37` F i\A/13 F LAMPS w/ON-FIXTURE ii ~m- -'�r--' ~— ..._ ii , II II ! N•, 1 I Q. MASTER SWITCHES. VERIFY HEIGHT I I ,,/11 - ` STUDY O O BEDROOM \ i • z • I41) . I p O 10 ,...:. �i _ ,„, r. ' f_ J L c h. --—-----lis----- L o„o ,„v, C' . er in , �! :± i Ip z -% / < nilliC 111 5/10/ ; %(Tha i ` i I i i :1)::;:,r-j:111 1 v,g 1H 5�TTIIIG ARtA % 1-f Q• O �O t1. H ; ___ _ '7-i i I I L----I J L_ J `\5%D �/ �, n ,1 j W�, 1` �,�{.�, I V%ter_`. ��-``- `�fI -�Il```` ®;l - ®- /J 1 iI '``tij -J_L_ / T7� 11_x' I I I ��_�� 1 ```,,_ 'P,5/D - -- VY "'1 �f II1r --TN-' 1 -fi f�1I I I I I I li. F �. Y /` I \ a, le TO ( ' 5/17 { ,f_ i� , .- t - \ �� ` id -- --- -BELOW - --= \ ! \ i \ , \ , 1?j TO / if A 1: -1 L _-_,...c."'" A\ )/ \ { \ SK1`L I6H �' ` 1 • ' ABOVE \ ABOVE0 I ` � -1\44 ,‘ mt. 1 1 t* - G1� --__�L`1�y _ .. I - '���y{J� _ .�V `` t :----i' - \` LY' ,� ';i 4 El \ 5 0 1 �J ' - \ ref/' % - - 40 jpri r = otS z• 'r OC) --- '• \ Lig L� ' 1. J s \ i ,....._ Li_____ _F i f - J G• _11,....,\ iu-r-, ii, 5/12 \ , .f;, •. -,' \ -3. [ ti I ; El I , 10 I ; ,I = Q z ,� 1 , % fO W =\ ..--- HVAC _ ,''- "- J;�>� w• a N ui to g 30 0 0 et . r ,::, O O \) , , LLL "' cro in 0 I I I 10 N9 l\ 1 I� "1"-- F7 in - r \ &\..../% V .Itt-,..,....r" ill ,1 1 \ _:►EDROOMGUEST M • r.: [ gg 4, BEDROOM e \ / WI 4P 0 1 I ., \ Pr �`'N ‘\,___....4 •cP,cE OF Ni,fr Lt .La co S csQ\SP • , yLi - O 6� '1 ,;4I � r o '78350-A 2nd ELECT '" IC LAYOUT i -Ofrw.tirAt- FLIR. ELECTRIC LAYOUT 1st FL - • PROJECT NO: SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 1105 DRAWN BY: TCS CHECKED BY: ELECTRICAL LEGEND }�' G DATE: V 0 DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT I O TE S: 8/20/12 Co 220V RECEPTACLE OUTLET SWITCH SCALE: DOOR SNITCH PROVIDE WALK-THRU w/OWNER, ARCHITECT, ELECTRICIAN, GC, 1/4" = 1' - 0" PLEX RECEPTACLE OUTLET TO DISCUSS FINAL FIXTURE LAYOUT. ARCHITECT MILL REVISE + HALF HALF HOHOT RECEPTACLE OUTLET SNITCH DIMMER SHEET TITLE: ® HO DRAWING ACCORDINGLY, GG WILL PROVIDE COST ESTIMATE O WUTLWATER PROOF RECEPTACLE OET OF CHANGES PRIOR TO INSTALLATION GROUND FAULT INTERRUPTOR OUTLET TELEVISION r,a 5/17 SMOKE DETECTOR v, HIGH HAT FIXTURE v HIGH HAT FIXTURE LOW VOLTAGE I��"1 CARBON MONOXIDE DETECTOR ELECTRIC EP DIRECTIONAL HIGH HAT SURFACE MOUNTED CEILING FAN LAYOUTS -- SURFACE MOUNTED CEILING FIXTURE ® SURFACE MOUNTED LOW VOLTAGE SPOT H UNDER CABINET STRIP HALOGEN FIXTURE T SURFACE MOUNTED LIGHTING TRACK SURFACE MOUNTED WALL FIXTURE . • 5P AUDIO SPEAKER "• EXTERIOR WALL MOUNTED FLOOD LIGHT 0 EXHAUST FAN SHEET NO: 1 4 BIDDING & PERMIT SET I REVISIONS 111 W H Z >- 0 Z I-- I J Cn 111 0 LOLI- 0 ===s la. P. if cn ciA 1 0 I...Li W 3" VENT THRU ROOF Q Z I- 3" VENT THRU ROOF 0a _Z O Z a _ _ O w I-- - — /— 3.. VENT 3" VENT � Z Q W I— — — .- s o , -- -.01 0 0 R - - T — __ _ ..--- -I 1 � W (WEST BATS{ I I MASTER 1263:11I (ii) TUB WG INC L4V \___, o —.1.7.- LAV I SHOWER SHOWER I V L — �-- `r— SECOND FLOOR 3" VENT -------�. 7:10.5 z• N :1 M a -- — 3 WASTE 3.. �5.� --Ig. o •°- e4 o o —1 - - - — 3" VENT - LULL I in NC� � (WEST BATH I I<ITGHEN I PONDER cn I I SINK LAV SHOWER I c G LAV INC �.� A , f Fw lb FIRST FLOOR 11:::::::"-ICI-111:1;.:40(1,1 , 0— ------,_______________)\ \--__ �UNI�ATION Arre:,e 3" WASTE L.,/)3.. WASTE 1y PROJECT NO: I 1105 DRAWN BY: \--U UT CHECKED BY: TS DATE: 12/5/12 SCALE: 4" GI SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: 1 5 BID & PERMIT SET