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HomeMy WebLinkAbout28162-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30515 Date: 10/26/04 THIS CERTIFIES that the building ADDITION& ALTERATION Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 10 Block 6 Lot 10 .2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 29, 2002 pursuant to which Building Permit No. 28162-Z dated MARCH 12, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MICHAEL BLOW (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1114427 08/14/03 PLUMBERS CERTIFICATION DATED 12/10/03 THOMAS G. RAVINO //th/ized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28162 Z Date MARCH 12 , 2002 Permission is hereby granted to: MICHAEL BLOW 546 NORTH STREET GREENWICH, CT 06830 for ADDITIONS AND ALTERATIONS TO AN EXIOSTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 010 Block 0006 Lot No. 010 . 002 pursuant to application dated OCTOBER 29, 2002 and approved by the Building Inspector. Fee $ 250 . 20 horized Signature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 AUG, 2 5- 2uu4l 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-newbuftdingornew-ase: 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 a 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 I. 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 Date. t ^ G e,004 New Construction: V Old or Pre-existing Building: (check one) Location of Property: 11iPASPUu « L)ck 'SLAt�VD House No. Street Hamlet Owner or Owners of Property: MI UA Ne' EX-OW Suffolk County Tax Map No 1004, Section O Block Lot C� Z Subdivision Filed Map. 4 Lot: ttr Permit No.2b I CP 2 Z Date of Permit.10 � 2� Applicant: �u�� �� � G1� r-O L M1tAAA�, Health Dept. Approval: AS Pte-001b W AL-1-' Underwriters Approv__aait Planning Board Approval: i`t( Request for: Temporary Tem r Certificate Final Certificate: (check one) Fee Submitted: $ 00 Applicant Signature C_.� �L 35 ) 5 TEL. 765-1802 ��S�FF��CpG TOWN OF SOUTHOLD L OFFICE OF BUILDING INSPECTOR z P.O. BOX 728 TOWN HALL SOUTHOLD,N.Y. 11971 1 � C E R T I F I C A T I O N Date /.2. lb Z0 b- 3 Building Permit No. Owner Nckav,l 1 60w (please print Plumber I O 61 bc=4-0 c (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ;75 j (plumber 's signature) Sworn to beforee14/�this day of V _•C2 - / "Nul � A' ��Q3 Notary Public Notary Public, 1k County VERONICA HAMILTON NOT;,,'-iY PUBLIC STATE OF NEIN YORK NO, 01 HAG-007785 QUALIFIED IN SUFFO711-77 U TERM EXPIRES... / b � � ate'" rJ�GI� �C1@J'[J@.([J@J�GI�r�C1�G1�[1�Gf[1�C.nC1�C.PLffl3j[J'CnCJ�CJ�[J�[J'GfGI�GIGI�[1'CJ�I� C1�[.TC.t�C.t7Cl� 0c 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S S SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 100385 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 S C5 5 WALSH SERVICE MICHAEL BLOWP.O. BOX 325 ISABELLA C5 5 FISHERS ISLAND, NY 06390, FISHERS ISLAND, NY 06390 5 5 55 5 Located at ISABELLA FISHERS ISLAND, NY 06390 5 5 5 SApplication Number: 1114427 Certificate Number: 1114427 5 5 5 5 Section: Block: Lot: Building Permit: BDC: NS11 S 5 5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of Selectrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Outside, 5 5 5 5 55 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 found to be in compliance therewith on the 14th Day of August,2003. 5 5 5 5 Name OTY Rate Ratine Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor 3 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P. SWiring and Devices 5 5 Receptacle 12 0 General Purpose 5 Switch 10 0 General Purpose 5 5 Fixture 15 0 Incandescent 5 5 Dimmers 1 0 5 5 Receptacle 1 0 GFCI 5 5 5 5 5 5 5 5 5 5 5 Seal 5 5 1 of 1 5 5 5This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o nrnLJ@3PL nLrL3PL BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: /_/02 DATE REVIEWED: 3 / -7 /02 APPLICANT: MICHAC& 1/I-0vJ DAT9'•SUBMITTED: ►o /z9 /02 SCTM#DISTRICT: 1,000, SECTION: ►� , BLOCK: b , LOT: ►o z_ STREET ADDRESS�,T D .,, E E RoAP�' CITY: SUBDIVISION: ) A PROJECT DESCRIPTION: Abl noM/A I-FfIA-now -}-o S F D ESTIMATED PROJECT COST: 4 1. HITE /ENGINEER: �TQOLMZ FAST TRACK? ►� SINGLE & SEPARATE CERTIFICATION-REQUIRED? No NOTES: — LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25,Merger.(A nonconforming at anytime after 7/1/83) ZONING DISTRICT: X Izo CONFORMING? /1", REQ. LOT SIZE: 12o,oc�-a ACT. LOT SIZE:131,6"3 REQ. LOT COV. ACT. LOT COV. REQ. FRONT 66 PROP. FRONT f 98 REQ SIDE fie, ACT. SIDE " /OC✓t REQ. REAR a,5 PROP. REAR.Y— WATER FRONT? #0 DESCRIPTION: PANEL #: FLOOD ZONE: , APPROVALS REQUIRED NO NSW $L D SUFFOLK COUNTY HEALTH DEPT: YES or�BED#): DTE:_/_/_ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/7 or NO 17 ESEya'n oN 40' 11 H' TQ4)nr LAE'TLA,Nb5 SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES orro TOWN PLAN. BOARD APPROVAL: YES 017 O TOWN HISTORICAL PRE (SPLA): YES or O NYS ENERGY: S OR NO : ✓ EGRESS (18 H min.? 4 sq total) WENT (SQ. FT. x 4%) / LIGHT (SQ. FT. x 8%) -� BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- HAVE PRE CO'S : Y OR N BP -Z/C/o Z- , NOTES: O-U 1 -0,A c.o •s Lo'�.& d-&. Af (5 EnE -V i FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: _SF INIT OTHER TOTAL: SF SF FEE FEE FEE T � - 1. SF)- SF)=- SF X $ =$ /00.24 +$ /5'0 +$ _ $ " �O'Lv 2. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ 10/22/2004 14:57 FAX 631 788 7788 FITELEP90NE Z002 B� 765-1802 BUILDING DEPT. INSPECTION ( J FOUNDATION IST [ J ROUGH PLBG. [ ) FOUNDATION 2ND j ] INSULATION I ] FRAMING j�IrAL j ] FIREPLACE & CHIMNEY REMARKS: DATE /40JO4 O INSPECTO 10/22/2004 14:58 FAX 631 788 7798 FITELEPHUNE 2003 FIELD INSPILMON REPORT DATE CONS n FOUMATION(1ST) • C FOUNDATION(2ND) � y -__ ..p .A ROUGH FR,1bM(r a& PLUIM BING ^ G. " F INSULATION PER N.Y. STATE ENW4GY CODE FINAL ADDITIOPIAL CONDEOM I I -•• N Y Q 1 2 I s M I • b i I i 1 V W 1v V,r aV u 1 riuLL bU1LI)1NU ?hXM11 APPLICATION CHECKLiS BUILDIN';DEPARTMENT Do,you have or need the following,before applying TOWN HALL Board of Health NA SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form Alk N.Y.S.D.E.C. Trustees Examined ,20 Contact: _p Approved ,20 Mail to: AL-U E P-p'�W1A Disapproved a/c ( pe-re R_� WXY FISHEXts is LARD,A`( Ofc 3`10 Phone: PN CC bl) "1x16-?5162 Building Inspector APPLICATION FOR BUILDING PERMIT Date Ill 1 fo , 2001 INSTRUCTIONS a. aft t 7be ompletely filled in by'iypewriter or in ink and submitted to the Building Inspector with 3 sets o plan o scale. Fee according to schedule. lot 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 a Certificate of Occupan is issued by the Building Inspector. 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. r> \ (Signature of applicant or name, if a corporation) Pe, -5 VJAY fISH>✓22S 1SLAKI0�(��[ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises M IGNAt.I. )Rko - (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. C Plumbers License No. ?fib(AcL Electricians License No. �'t✓1Jb1iJC) Other Trade's License No. 1. Location of land on which proposed work will be done: ISS gE, A FDC-AC-ti lSK6,?--s 1C Lk. D House Number Street Hamlet County Tax Map No. 1000 Section O Block G> L x r ,;►k f� �"` Subdivision Filed Map No. V11 Virl (Name) *O&AWMa loft VM coos,rr;�a.M ?. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy (Z_t;SkOCt qC.E ti b. Intended use and occupancy IZE,SInetAC:G i. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ' fi -$ 0c, (Description) L. Estimated Cost qO t OOO Fee 1-50 (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. t� i tl Dimensions of existing structures, if any: Front 2 -8 0`� Rear s - 8 Depth - Height Number of Stories 2 � tt 1 Dimensions of same structure with alterations or additions: Front 5 Z S Rear- rJ0 - Zl) Depth 25' - S " Height Z l t - tl(6x►s 10q)Number of Stories; _2 j% ". t u1.t.'.` t tt Dimensions of entire new construction: Front 2'4 -O Rear 21 _(D Depth Z� 8 Height ' - 5" A r4 Number of Stories Size of lot: Front 7 _1 D Rear I CL Q) 1 Depth 21 r� C%Ckes) 0. Date of Purchase o, 15 b'b Name of Former Owner F M Gd 1. Zone or use district in which premises are situated 2 C) 2. Does proposed construction violate any zoning law, ordinance or regulation: 3. Will lot be re-graded tb Will excess fill be removed from premises: YES C- �KktAw tCAA ,c.T 4. Names of Owner of premises YAIGNAf - 1261..oW Address5`4(o 1' RJR ST. Phone No.(Zo-5)F_'foq -2244 Name of Architect/Wgjtjeez 0AIUS NoUaCAddress V1 DD ADO Coy r-T Phone No(?,o3) 'IGZ- $-)ap Name of Contractor Address ""TO 'c�r Phone No. 5. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAYBE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. '4"- '"N�CTi C wt• STAT OF 4ic RIC) SS: W i c.T o tJ vRt- COUNTY OF r v4 i R t�t{,-9-*) � -t7k being duly sworn, deposes and says that(s)he is the applicant (Name t f i dal signing contract) above named, i)He is the Na�u VQ&V srATi= LAG 'A QL994(. (Contractor, Agent,Corporate Officer,etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; tat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be -rformed in the manner srt forth in the application filed therewith. worn to before me this day of Otto 1116.8 200_ Notary Public V S ture of Applicant omaw 8" JOHN 8.COWN NOTARY P MAY 31.2005 Mar 11 02 06: 30p chris norfleet 203 762 3425 p. l CHRISTOPHER MCCULLOCH NORFLEET 29 DORADO COURT WILTON,CT 06897 March 11,200 Mr.Damon Town of Southold Building Department Town Hall Southold,NY 11971 Dear Mr.Damon, In regard to the application pending for the Michael Blow addition on Fishers Island: To the best of my knowledge,belief and professional judgement,these plans are in compliance with the New York State Energy Conservation Code. Respect 1y ' f o rfleet,PE Chris Norfleet LLC CC: A.Raridon ` M.Blow ,0-,e N21'53'00'W 40- 5.03, „-e ,0-u al-, ae-IJ • - b-Ia 6 41-7 ,1-6 „-e CY _ RGE n-• eu I9 0'on RQA9 H_I IA! P OGP �W 41-2 • wr 1 ,J_" 41.13 A g0 1 a &w UNG a]-s 41-11 Lar uIse5E NN 'SITE: \Vj S 2586.24 W 2305.61 EDGE OF LAWN =_\ I LOCATION MAP m N SCALE 1"=400' / � a" C ER \ 400 200 a 400 G �I /10" CHERRY/ 1 °.� 0 CLjI�RRY / / / GRAPHIC SCALE IN FEET J I M 2!"! PINE ' / II/ / T 8" 9AERRY °� / 10'� C �RRIY I I /1 NEW BLOCK WALL FOUNDATION 10" MAPLE pi .,� I I I I AS LOCATED 10/31/02 IAM 0" MAPLE ((,,rter APPROXIMATE LOCATION MAf/LE ;I UNDERGROUND UTILITIES BLOCK 43 LOT 3 1 / / " Pj�] ,°� 1n REFERENCE MAP 117 �� \ \ 1 I ' 0 110 MAP E / �F ` \ 1 .) PLAN OF PROPERTY CONVEYED BY FISHERS ISLAND DEVELOPMENT CORP. TO MICHAEL BLOW, BLOCK 43 LOT 4, FISHERS ISLAND, NEW o 12 MALE � IFS�$j YORK, SCALE 1 "=100', BY CHANDLER, PALMER & KING, NORWICH, C\ \�V. P<�y�F,�� I I �'� CONN. NOVEMBER 30, 1978, v MWN " NOTE SUPVcv„_WAS;:4.21fl[ ;, ^ - .1 WL OSE BEYOND THE - A9'� DECK ry �/ / _;�„ "� INDICATED HEREON. ANY"'EXTENS ON 0 1 E GE OF BENCHMARK PIKE1 1' ryo PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR ELEVATION-34.52 m / EXCEEDS THE SCOPE OF THE ENGAGEMENTT- \ ^� Z p SYSTEM I� 1 8" CHERRY °A ry" rr / 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY wJ LOCATION 6" CHERRY ° / / PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED N N (PROVIDED BY LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. BLOCK 43 LOT 6 HEALTH DEPT.) 8" CHERRY f` ( ti 8" OAK 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION NIN. 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 010, BLOCK 6, LOT 10.2. APPROXIMATE FRESHWATER—\. RESHWATER 6.) TOTAL AREA = 1 .88t ACRES. WETLANDS 7.) BASE FOR' LEVELS: NGVD 1929. N N� N� N BLOCK 43 LOT 4 AREA = 1.88t ACRES TOPOGRAPHIC PLAN PREPARED FOR 2 MICHAEL BLOW k BLOCK 43 LOT 4 / / FISHERS ISLAND, NEW YORK - - REVISIONS M AW OHANDLER, PALMER de KING DATE DESCRIPTION r� MAW I Architecture, Engineering and Surveying i� 0% 04/06/01 REVISED �� r f 110 BPQGOVlAY Nanvnae. CT OeJ6a 860-Beg-3393 FM n60-eefi-0e01 19D'85 01 19 02 SEPTIC,& UTILITIES LOC. 8009'20"W yv S 11/01/02 ADDITION FOUNDATION \ PICKETT FORMERLY 20 10 0 20 DATE: MARCH 30, 2001 GRAPHIC SCALE IN FEET SHEET i OF 1 a0658-TP0.DWG/MD-JJM ,0-le 5.03' +1 ° / 11-14 41-5 \\ 0 u-° 107 oN a-e sung s15, rL sue gmeioN � 44-10��� i0i0 / O • vm I V / T V• ,i-r Irk 1 XX 6 Ali oA9 I u-Iz a- o Fm : � p P / LOT It cHWcc >" I TO . res I �� P !� a� s COP�iIpN v "SITE ' Io_e_7 +a �( S 2586.24 W 2305.61 �.. NE�� / / EDGE OF LAWN LOCATION MAP SCALE I"=400' 6; CHERRY 1 400 200 0 400 1 I0" CHERRY 1 'q, 0'� CHERRY ,r / - GRAPHIC SCALE IN FEET 4- 2- PINE 6" CHERRY 10 C♦�ERO / f 1 f--` -- �(( - 16" MAPLE I 10" MAP LE MAPLE BLOCK 43 LOT 3 REFERENCE MAP 10 MAPLE < u�_ ` 1 ) PLAN OF PROPERTY CONVEYED BY FISHERS ISLAND DEVELOPMENT CORP. TO MICHAEL BLOW, BLOCK 43 LOT 4, FISHERS ISLAND, NEW 1 12'� MA LE �FS�7S�y,1, ' ,� YORK, SCALE 1 "= 100', BY CHANDLER, PALMER & KING, NORWICH. ,IxjOP `' CONN NOVEMBER 30, 1978. \V A ? - wC, / •' . NOTES DECK EDGE OF LAWN 'I ) TH.IC CURVE( WAS PREF ARED FOR THE' PARTIES AUD PUII ro INDICATED HEREON ANY EXTENSION OF THE USE BEYOND THE BENCHMARK SPIKE / ; 5 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR ELEVATION-34.62 „ro �T EXCEEDS THE SCOPE OF THE ENGAGEMENT 8" CHERRY 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED w j 8" CHERRY - / LAND SURVEYOR, TO ALTER AN ITEM 1N ANY WAY F�j T'• 8" CHERRY _ BLOCK 43 LOT s '�8" OAK 3,) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND C i SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ,_„, ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U S, COAST AND GEODETIC SURVEY TRIANGULATION STATION NIN. 5 ) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX - MAP 1000, SECTION 010. BLOCK 6, LOT 10 2. APPROXIMATE FRESHWATER— RESHWATER 6.) TOTAL AREA = 1 .88t ACRES, WETLANDS 7,) BASE FOR LEVELS: NGVD 1929, N N� N� BLOCK 43 LOT 4 AREA = 1.88t ACRES I TOPOGRAPHIC PLAN PREPARED FOR ✓q MICHAEL BLOW B BLOCK 43 LOT 4 FISHERS ISLAND, NEW YORK REVISIONS � AW CHANDLER, PALMER 6c KING \ DATE DESCRIPTION f _= 04�06�01 REVISED \� Architecture, Engineering and Surveying 1g0 65 na BROOD. NORWICH, T 06360 B60-689-3397 FAX 9fi0-d9d-160 jF•ORAINRLY PICICETT 20 ` 10 0 20 DATE: MARCH 30, 2001 GRAPHIC SCALE IN FEET SCALE: 1 " = 20- SHEET 1 OF 1 00058_BLOW_FI,DWG,/MD ' 7„ , !x 1\4 I C I-1 A IE IL BLOW IR E S I l 1E T's%T C: 11E -Addi.tionm Isabella Beach Road Fishers Island, New York List of Drawings: Addition Cover Sheet Site Plan March 30, 2001 Engineeing/Surveying Chandler Palmer King '3003 98101108 31tl1S 'A'N AO W '1HVd A8 03810038 S-1 October 9,2001 Foundation Plan & Details Chris Norfleet LLC, PE SV 3dV3S3 A3N39M3 First Floor& Roof Framing HOA S9NIN3dO 301A08d S-2 October 9,2001 Elevations and Notes Chris Nortleet LLC, PE _7 ,Jyrn A-1 October 10,2001 Revised Site Plan Allie M. Rairidon, Assoc. AIA `9 Sin Foundation Plan 03AOaddtl 8338 SVH First Floor PlanNOID301 N011VONnoA j0 3 3aodae DNns3J 3ooa ARans 111Nn nNIWVHJ A-2 October 10,2001 North Elevation Allis M. Ravidon, Assoc. AIA ;fP a33Ns3Nnsumv j�T7` �'� H11M 033308d ION 00 East Elevation 4 ' I&SWA FNi18WMW-ny SDJAI(i Yplt`; Interior Section Elevation ON16Wn-d 981103130 3){GBd3 du inuuu A-3 October 10,2001 South Elevation Allis M. Raindon, Assoc. AIA fNOtl113 NOIJOIItlJ8N00 NO NDI830 Electrical Plan 03810038 YOd 318188041839 JON '83000 Door, Window, Skylight Schedules 31VOIA11815 S83118M8301\10AD93N3 V N01J0n9JSN00 3JVJS A'N 3H1 410 811,13W391n039 3HJ N�o-1 io}I sadAl io „11 G03,N6d310,'d 3hiS -A-y Mill 11YH8 NOIJOnHJSN00 11v List of Drawings: Original House As Built ag 1IR48 fiuidpd fwalSAs 'I;V, ZOG 2Ntld 01 SVS3 L130 '0'O90d3J31dW0038 Bu!ingulsip jaiann Ao; 9 Y1,fd3A�Nd.I'IagElg`y� a3HJ JBnW N01J0111IJSN00 - 1VNtd ro 1 October 22,1979 Floor Plans David Austin Associates pasn Si Bulgnl jaddoo;I HOty01Jg`Ql'�tl0�"p%N1 171AONd DN18Wnld * DNIWV9d I H0f1DHl 'L 2 October 22,1979 Elevations and sections David Austin Associates 11010NOD ciu Od Sod 0391n03Y OAU • NOIJVONA08 'f 3 October 22,1979 Elevation, Roof Framing& David Austin Associates 1Xi 'y 9041 Ad Y OJ Nt O.L iSNl af11M0110d WV a ZOp I•s9J Details 'OV/37 %110 011Z 0330X3 iff 4NI30 DNievne A211ION 4 October 22,1979 Electrical & Mechanical David Austin Associates jomw0 YV31SAS A7ddnS c ' 'Mcg;'Q_c,.E'r, md 11311YM N1 O3S11 N3070S a•s zr 4.3iaa AONWWO0 j0 31V01j11N3,1 I OR Nd 3yOj381N31N000d37N0 NOILVOIJILY30U3811V/17d XONtldn „�0 :@0 3VOIA11430 � ' �ry ., -u. 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A . , i' . rr .� . -5v, , t i„ f, 4 � ! , . 1 f P u, t .g 'r� r x� I� ,. r � .rrC 1• r w u A I. i � � P -.F- , .4.� '� ,, 7 � 'sl, "i r -, J I f � { t`I �, ', . .$" .. ..v . v .,, C „ '; ry r., , : " ..r• � aAr .!,'. .9. h x A . tl r P. r : f ,� r.. -r a�' . . r p : ' ... . , .4t1 1 rP is 4 ' r . _ ,_ r - : ..., J,' Y 9'.' I, {''v ♦ f !."J � r 1 � � Q : �i , 1. V � •. �_ r I ..., 1 ..,ni. f d 'u y i� V. r .�� ,t, .Y _ r [,4 .. � a . i , i i Iii ., ', � e �a. i {' ) �. .� la.. r..., ..� . � ,.','l,h?.,,-. i . ..,: Ii, e,. , IV F ra., ,+,. „a •. - ,.i,r ,,:r, , -. , rs . .. .r„ .' .a .. ., :! , 1e.,.. � .. .', ., .. it . $ a . . ,. .,,,, .•, . r. ':, ..,, -. , y uy. ' - �t' n f i ,gar l / � : .pr ' r '.•e � i. r r. � ,ir 1411 53'00141-4 � 4a-f lanln vVa ,p 41'f f LOT SN'D 51 -e �`v n-lo aal x. ♦� un I.wsOiflumS \� •Y 41-II Vee {�. 0-1 PORI '�, 'Q�*i, • l 14�-_, :'. S-" 58624 '„ W."2ao5.B1 EDGE OF LAWN - f M LOCATION MAP RY, _� ' W o ,. SCALE 1 '0400' / ^? 400 200 0400 CHERRY,'. ' h i '�+lw " C� CHRRY -' ,I' I� �'�"�gym■ ORAPMIC SCALE IM FEET • , I I IF 'r(JLE' .T '� . Pv BLOCK 43 LOT 3 0� REFERENCE MAP Al APLE M � ' r /_,. - �. t .) PLAN OF PROPERTY CONVEYED BY FISHERS ISLAND DEVELOPMENT - _ 12� r`k+'AF� CORP. TO MICHAEL BLOW, BLOCK 43 LOT 4, FISHERS ISLAND, NEW YORK, SCALE 1 °= 100', BY CHANDLER, PALMER & KING, NORWICH, 1 .,. CONN, 'NOVEMBER �0, 1978. NOTE .,CCK' S u' r' EOGE OF LAWN 1 ) THIS 711 WAS PREPARED FOR THC PARTIES 411L1 4'URF'u :j- INDICATED CINDICATED HEREON. ANY EXTENSION OF 1HIE USE 6E1'f111U THE - CLFVATIQyi34:B2 - rp' '� /� PURPOSED AGREED TO BEFWEEN THE CLIE141' AND THE SURVEYON - 8' CHERRY ,"?vO ,aRX i EXCEEDS THE SCOPE OF THE ENGAGEMENT a + 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY &' CHERRY PERSON, UNLESS ACTING' UNDER THE DIRECTION OF A LICENSED ' 8" OAK�,'(j�'-•,- H" CHERRY LAND SURVEYOR, TO ALTER' AN ITEM IN AN'r WAY, -Y*BLOCK '43 LOT 6 3,) ONLY COPIES OF THIS SURVEY MARKED WITH IFIE LAND . ' _ SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR - 4.) COORDINATE DISTANCES ARE MEASURED FROM U S COAST AVID .. - GEODETIC SURVEY TRIANGULATION STATION NIN. 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTI` OF SUFFOLK TAX - APPRCXIMaATE MAP 1000, SECTION 010, BLOCK 6, LOT 10,2, FRESHW,ITER . - _ WETLANDS- - - 6.) TOTAL AREA = 1 .88a ACRES, A e 7.) BASE FOR LEVELS: NGVD 1929. 0,,LQCK 43 -107, 4 TOPOGRAPHIC PLAN PREPARED FOR IT i 4 MICHAEL BLOW os BLOCK 43 LOT 4 FISHERS , ISLAND, NEW YORK ;REVISIONS QATF Q,['$CRIPTION CHAIVQL,E:R. PALMEF2 do KING ^ _ 04/,06/C , I Archnt.cturn, Engmenring and 40rveymy tm ureonownr IIUIIwItH, cr eetea eeo-eus-onav r+e eeo-nea-Jwl ITT� . _ v. " FIG r z 6 CH- �QO :A • ., ., w . ... , - � r„ . , f"Cf'A`f'KvFi1Cr64MLE IN FEErt , y.., , „ .' •'v , .. . ,. n b, . ' . „ Lr;., ... v V,. YI ,tFl5i - u � .-P 1 , v „cr .. , ' ..' 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GROUT ' ' �t ` { F .L� r '�,✓ \ \ \ \ +' ^, "'p :+i� rtl Ta 'rkJ'y;^ IF' �',fy,n'Jip°s.,'��'� FOOTING VOIDS SOLID BAR \ �' REIN. 1'-O° V` I \ Z- AVV V 11 \ \. ' NOTE: cMU WALL \ BLIS TO BE KEPT IN BLOCK COURSING NOT ul„ \ \ , \ TO EXCEED 2'-0" t1'P. StEPPED FOOTING LOGATIOI^4 Rina ,2L_ol°h: TO? � LF�"TE EL Arf= I'-IDJ/wIp �/B10 ° , , I,�l , 1\ A\ 1 \CC Z- 711 17` -0" 4Lf� — I \ V A A A A \\ I'' 1 I I cGC LqR 715 E� Aj U,e N3 Y1.a fTKx1.TS E. PPLh'S�' , 1 -Pl' ?tNN IN(r5 O'ZV1ILDr SlralvA�l oPEnh rtJb �ry„ V + � � •� s. + I IN 6RIBT f"+a'�lMUFlTwId \ °1' 1 11 � F�ALI- �. �4 —', " � ^_:.c:T,r.�VYf M1_ , '_,FF. ,•�, r� _9o-"'sEl ,m� --� , nl �\ '+ A� kyLIGHT -- --- -- come FILLEY- { { y , { T FST DwSP ,b oN _ iii , r., \ q ru All , 11-e FOUNDATION \ C' _ 2:�F wr�.a�\Inst«. rLAa Ey,i6T KEY6� I ALY- aev.YwlEaRwnu.. 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F_S41w„ne,NevJ TaMatCUNYn14nr.�oFEn,'l ADDIT'1o1'.1 "t-n ZE�,iC>��IGI MICI-IF>,r_1.. t.�L.aW �¢ _ t'-o"' Fra_k', URI GI�tx�. F\uUSt ro�cAn� S'�'.ACah\CWtiS+aW '(•'t.rtitl C�',+�oF ��',e,C�,valcr, r'�lar1 - NNIS I•J, t x 61 LL( t l Scl�� u;,l, GENERAL NOTES FOUNDATION I-- + ALL FOOTINGS HAVE BEEN DESIGNED BASED ON AN ASSUMED SOIL BEARING I-RE65URE OF 2,500 PSF. FOUNDATIONS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL. SOIL BEARING uNe or CBv,iA R-neF CAPACITY SHALL BE DETERMINED BY A GEOTECHNICAL ENGINEER IN THE FIELD PRIOR TO PLACEMENT OF NEW FOUNDATIONS. GAS c Hc's wn.FiL-E' tci 1G2-8TG6 • ELEVATIONS GIVEN CORRESPOND TO THE COMPUTED BOTTOM OF FOOTINGS AND ARE MINIMUM DEPTHS. ADDITIONAL DEPTH MAY BE REQUIRED TO REACH GOOD BEARING. • NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. AFTER FOOTINGS ARE PLACED THEY SHALL BE PROTECTED AGAINST FROST. PLYWOOD SHEATHING • NO FILL OR BACKFILL SHALL BE PLACED OVER OR AGAINST WORK AT SUCH TIME OR IN SUCH A 1 • ALL PLYWOOD SHEATHING SHALL COMPLY WITH APA. MANNER WHICH WOULD ENDANGER THE STABILITY OR OTHERWISE DAMAGE SUCH WORK • ATTACHMENT TO BE IN ACCORDANCE WITH BOLA REQUIREMENTS. ¢PR4\H rLA`✓k <,1Nrq Wg,Y' • ALL PLYWOOD TO HAVE EXTERIOR GLUE. CAST-IN-PLACE CONCRETE G;R7Gk V E+JT w cR.Ick a"T • ALL ROOF PANEL SHEAT14INH SHALL BE 5/8" (NOM.) TYPE CDX, EXP. I APA RATED SHEATHING. • ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE. - _ _ �_ SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN ALL CONCRETE, EXCEPT SLABS ON GRADE, SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH AT - - - -- UNL 6 ESS OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 8d COMMON NAILS AT "o/c 28 DAYS. ALL CONCRETE FOR SLABS ON GRADE SHALL ATTAIN 3500 PSI COMPRESSIVE STRENGTH FRAMING. ALE SRr41.il nT P�rmt-1En, AT bUPPORTED PANEL EDGES AN�6'o/c A7 INtERMEPIATE SUPPORTS. AT 28 DAYS. • ALL FLOOR SHEATHING SHALL BE " (NOM.) APA RATED STURD-I-FLOOR, EXP. 1 WITH TONGUE • READY MIX: / GROOVE EDGE. UNLESS OTHERWISE NOTED CONNECT FLOOR SHEATHING WITH IOd COMMON NAILS • COMPLY WITH AGI 301, ACI 304 AND ASTM C 94. 3 YCgA Fl .dih,u a4u ut ATE SUPPORTS. F - USI M MAXIMUM TWE INTRODUCTION OF WAT AN P CIN TO -1/2 HOURS. U ,� " ' � o-6 i; t - �,. SPACED 6"a/c AT SUPPORTED EDGES AND 12"o/c A7 INTEPo`1EDIFIELD-GLUE Ns AX TIME BEER p LA G BE R . -_ ,'. ADHESIVES MEETING APA SPECIFICATION AFG-OI, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S • ALL CONCRETE EXPOSED TO THE GROUND OR WEATHER SHALL BE AIR ENTRAINED. - - -- --- VEU% - - _VE+-J% I ✓ �. COMMENDATIONS. • DO NOT LOAD TRUCKS ABOVE RATED CAPACITY. • COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. • INSTALL ALL PLYWOOD SHEATHING WITH THE LONG S. STAGGER OF THE PANEL OGR056 SUPPORTS AND H CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW I/8" SPACING • PREPARE CONCRETE TEST CYLINDERS FROM EACH DAY'S POUR CYLINDERS SHALL BE PROPERLY I - --- - - --- - ------ � Si-r'.P3 __ -__ - ��L✓;�.e- AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER CURED, AND TESTED. SUBMIT RESULTS TO ARCHITECT/6n.Iwn+Gce- --_..— _ MATERIALS OR METHOD E, THROUGHOUT CONSTRUCTION THE CONCRETE IUOPoG SHALL BE ADEQUATELY PROTECTED MASON DAMAGE DUE TO EXCESSIVE LOADING, CONSTRUCTION EQUIPMENT, AGAINST • ALL BLOCK WORK SHALL BE IN ACCORDANCE WITH BOGA AND OTHER APPLICABLE CODES. RAIN, SNOW, EXCESSIVE HEAT AND FREEZING TEMPERATURES. r C 21 TYPE M FOR BELOW GRADE AND TYPE M OR S FOR REMOVED OR FINISHING OPERATIONS _ • ALL BLOCK SHALL BE LIGHTWEIGHT AGGREGATE AND COk�Ord'I TO ASTM G90. EARLY PRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST 24 HOURS, SHALL BE • MORTAR SHALL BE ASTM - O T CAREFULLY GUARDED AGAINST. ALL SURFACES SHALL BE PROTECTED USING MOIST CURING OR -'- - -,- G ABOVE GRADE WORK. A MEMBRANE CURING AGENT APPLIED AS SOON AS FORMS ARE I -- - • HORIZONTAL REINFORCING SHALL BE No. 9 GAGE "OUR-O-WALL" OR EQUIVALENT. ARE COMPLETE. EXERCISE CARE NOT TO DAMAGE COATING. I i _ELr\S K-Up IZ" a�, cFr;t r3mk.D lrl,_ PROVIDE FABRICATED CORNER SECTIONS AT ALL CORNERS. • BENDING, TACK WELDING, CUTTING OR SUBSTITUTE REINFORCING OTHER THAN AS SHOWN ON THE CONTRACT �' • PROVIDE VERTICAL CONTROL JOINTS IN ALL MASONRY WALLS a 25'-O" o/c MAX. DRAWING 15 F-ROH151TED UNLESS SPECIFIC APPROVAL FOR EACH CASE IS GIVEN BY ARCHITECT. -- ._ C._4Y�LL v.I TEr'.WI i�J gllar•hMj�. - I _.I I vt,Na COORDINATE FINAL LOCATION WITH ARCHITECTURAL DlI1G5. • CONCRETE SHALL BE CONVEYED, PLACED AND FINISHED IN A WORKMANLIKE MANNER - I. - -----I -� - --- 1 -Y- I Y -- - "- -- -- I - \1 aiilc 0a .tel _ • PRIOR TO MAKING REPAIRS, CONTRACTOR SHALL OBTAIN PEliMISSION FROM ARCHITECT TO MAKE PATCHES --t'- -r-• T+. _ _ :_ L__ _ I - I r 6%TL Nr9 f Lq> I i i i 2op'V` .,a R,?,4C.E FOR OTHER THAN MINOR HONEYCOMBING. lI J} 11 ! t 'I - ! • CONTRACTOR TO COORDINATE REQUIREMENTS OF STRUCTURAL, ARCHITECTURAL, MECHANICAL AND ? ELECTRICAL DRAWINGS. I I I I P2aVIDE s(.oppuL • ALL MATERIALS SHALL BE STORED TO PROTECT THEM AGAINST THE ELEMENTS. .0 Ex?ENO wArn 9v1.1r Gnown A}:,ask REINFORCING , • ALL REINFORCING BAR DETAILS SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL. ; li I I • ALL BAR5 SHALL BE ASTM A 615, GRADE 60. l; • ILELDED WIRE FABRIC SHALL BE A57M A 185. I i { • • ALL REINFORCEMENT SHALL BE INSPECTED AND APPROVED PRIOR TO CONCRETE PLACEMENT. j IIS j ( • CLEARANCE OF MAIN REINFORCING FROM ADJACENT SURFACES UNLESS SHOWN OTHERUISE SHALL BE: Z_" I I' I 1 • UNFORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO THE WEATHER: 3" p C +r r + BOTTOM SURFACES OF SLABS ON GRADE: 3 Y 1 I I I f 1 I SPICE' W u3m9IIev, • FORhED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO WEATHER 'I. I I l t1YAiat. covely¢r+ni 5 BARS OR SMALLER 1-1/2" swiv ed6y J2+'l' -MZ'E� EY•TC�krbl • EXTER RLWALL 5URFAGES�: 2" t + IN ALL CASES NOT LESS THAN THE DIAMETER OF BARS. ULA}1 y NPF1f 47 Neht4 • TOLERANCES FOR PLACING REINFORCING SHALL BE: 'd + +OR- 1/4 INCH FOR MEMBERS WITH AN EFFECTIVE DEPTH OF 24 INCHES OR LESS. 3 j l I l Y • +OR- 1/2 INCH FOR MEMBERS WITH AN EFFECTIVE DEPTH OF MORE THAN 24 INCHES. I ! 1 _ • WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS j - 1 j I r2F,,,.ot-oz i,�P•1d{'E:AY C`A>+1E AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE IN I 1 �� - - s_o +34c a a awl ner Cy ACCORDANCE WITH ACI REQUIREMENTS. BAR LAPS MAY BE OFFSET TO AVOID CONTROL OR 1 JAL J ` CONSTRUCTION JOINTS, WOOD FRAMING II • JOISTS AND RAFTERS SHALL BE DOUG FIR NO. 2 GRADE OR BETTER AS GRADED BY WCLIB OR LLWPA. BEAMS AND LINTELS SHALL BE DOUG FIR NO. I GRADE OR BETTER- - ETTER• STUDS SHALL BE EQUAL TO DOUG FIR CONSTRUCTION GRADE OR BETTER AS GRADED BY I _- 1"=r,u,aurnc+nN v,r+aU. WIGLIB OR ILWPA. ---_. ..__ --,----- • POSTS AND COLUMNS SHALL BE EQUAL TO DOUG FIR NO. I GRADE OR BETTER A5 GRADED BY WCLIB OR UAUPA, T p • ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALLT10N BE PRESSURE-TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. • THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD BEARING APPLICATIONS. THE LENGTH OF SPLIT ON THE WIDE FACE OF 2" NOMINAL LOAD BEARING FRAMING SHALL BE LIMITED TO LESS THAN 1/2 OF THE WIDE FACE DIMENSION. THE LENGTH OF 51-LIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO IR OF THE NARROW FACE DIMENSION. t • PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH FJJN PARALLEL WITH J015TS AND UNDER ALL CONCENTRATED LOADS FROM FRAMING ABOVE, _ • PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS ' IN THE PLYWOOD DECK UNLESS OTHERWISE INDICATED. ' • PREFABRICATED "MICRO-LAM" LUMBER HEADERS AND BEAMS SHALL BE AS MANUFACTURED BY --_ "TRUSS JOIST MacMILLAN CORP.", BOISE IDAHO OR AN APPROVED EQUAL. MICRO-LAM MATERIAL SHALL BE 1.9E, EASTERN SPECIES. DO NOT CUT OR NOTCH MICRO-LAM MATERIAL WITHOUT THE MANUFACTURER'5 APPROVAL, 1 PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER - I,+ AGCE5SORIE6 SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY", TEL. 800-999-5m99) OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS, ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER 45TM A446, GRADE A) AND BE GALVANIZED (COATING G6o). F,IDGC dEIJT • HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE REQUIREMENTS OF BOLA 199( , SECTION 23053. '- - - -- - - - - - - - -r-- ----- .. - - ALLPLLAE S, ANCHORS, RS, NAILS, DOLTS, NUTS, WASHERS AND OTHER MISCELLANEOUS HARDWARE SHA1 ,. e, ,' ROOF — - - Y LOADING SCHEDULE DEAD LOAD ROOF PLYWOOD 3.0 P.SF. I \ WOOD FRAMING .-- 4.0 P.SF ROOFING 3.0 PSP. �T 0% -I CEILING 3.0 PSF. _ INSULATION -- 2.0 P,SF. TOTAL DEAD LOAD 18.0 PF. T .S_. LIVE LOAD GROUND SNOW LOAD 25.0 P.SF. PER B.O.G.A. y) ._ I I FLOOR LOADING SCHEDULE I I I I I 1 1 I I I j I , � I I I DEAD LOAD �i I I I i I I I FRAMING 4.0 P.SF 4 PLYWOOD DECK 3.0 P.S.F. I i I 1 I II I , , I i FLOORIpIG 2.0 PSF. r I CEILING 9.0 P.SF. , CrmnnuN'c14Ted _ ' I. I I, 1 MECHANICAL 3.0 P.SF. CADLfS li ! I r MISC. LO PSF f3yrrrl> I I I'ILoaD -IQO I I TOTAL DEAD 160 PSF LIVE LOAD 1 I I I I I I , 1 ,II , rI Ii i I l II i Ll l- ST- " ----------- ,-II SEE O\•.1 G- I- 4 Gy y�Vl� 1=�,�'_,I u;1 �LMGrr'-P9Rue CEMIN{ P)49., , — - !, _, . ' '- - -- TION to R,EpSl17ch1L'{, P`�ll ( b4FEL 6L(��J laDVl _ 5o OUT EWE V dr710 N �AJT V_L.I: VF\'T\Qf+k tJoTr`:, - -- ------- __�___.._ .. .� - _..,, __ __ ., , r _._. . L, }„ _,. ----- _ .___.__.. . _ _ I W Ila OA C.T 2'I'-61/4" OA 6'-8 3/4" EQUAL 6'-61/4" EQUAL 4'-7 3/4" 2'-5 3/4" VIF GENERAL NOTES: • �,.,. t – - ALL POCHED WALLS DENOTE NEW CONSTRUCTION 1 o ro��� s - REFER TO RAYID 6U51INA5-BUILT DRAWIN IGS FOR ,....,.- - Q ►� - ti �c,,, ANY DETAILS NOTED A5 MATCH EXISTING" 001- / ""— -"' 1 N - REFER TO ENCLOSED STRUCTURAL DRAWINGS BY © I _ .,. . � I ( CHRISTOPHER NORFLEET, LLC FE AS NEEDED l `� ,� • j �,ry i ,-�� - ALL ELECTRICAL OUTLETS INSTALLED A5 PER l I I I AND ELECTRICAL PLAN I 1 STATE BUILDING CODE A NEW YORK r• l� E of 1AWWI - ALL SMOKE DETECTORS AS PER NEW YORK STATE 13UILDING CODEALL INSULATION A5 PER NEW YORK STATE BUILDING CODE ALL NEW WINDOWS AND pDORS MEET OR EXCEED i --= ' " •C r eK° ,� i THE NEW YORK 5TATEBUILDING CODES MEANS OF •' ' ".'. EMERGENCY EGRESS I t�'�R.►og -r �"XTFiIZ-lO1Z• 1�I i�4�4-1�5 O R• I'�1 ATG H �'iX 1�f'1 l�G� tv ! f i N FOUNDATION N E)C1STING r *P �, I _ NEW FOU N A 0 I Irr i. ct � it �.' / f2'� � • •' • t. ! / T 1='R.GP�•-�Y I�l'� _ i j I J I ►� _BECK-- -t 2'-101/4" 211-13/411 CHERRY, � '• � �� � 24'-0" OA E of W CHERRY B" G FOUNDATION FLAN Civ; $` SCALE: 1/4" 1'-0" � Co '24'-0" OA-VIF 6'-4 3/4" 3'-2" 3'-2" 2'-2" 2'-6 3/4" (STING-V.I F. APPROXI pESHW�R DOWN Wk`1 t,4NpS �,v° '8e 10 3/4 10 3/4" O llwiwn M DS#A Destr Fam Issued to: ,y N NC k t CH NE t�dlt.TH -r Zoe ;;;w' j�0f I TIN •4C , MASTER BEDROOM 2'-tot/4 . . MICHAEL DLOW U. / �I 1 T_p" 12'-6" 1''113/4" 2'-21/4 BLOCK 43, LOT 4 1 ' 1 FioherSl�land, NY 06390 PLANEV15ED 51TE � CLOSET a � � ENGINEER: o d N ooas­asaaaasa­aaiaaaaaaa��� . ,, c+�Ba'FI Christopher Norfleet, LLC PE SGALE. 1 _ 20 0 �,,. tl CEILING, 29 Dorado Court CLOSET POLE W/SHE F ABOVEWilton, CT 06897 lV W ono :r SINK °. I I Ph:203 762 8726 F:203 762 3425 �, " » »'. . . DESIGNER: 2'-2 3/4" N-1 2-10" i-6 1-6 9 6-9 _ I Allie M. Raridon, Assoc. AIA y eKYLLI GHT -SKYLISHT ADM-yl ! ( ARCHITECTURAL DESIGN ASM-VIF " 6-SHELVES BATHROOM Post Office Box 259 Immj CID _____ Fishers Island, N Y o6390 Ph: 631-788-7582 Fax: 631-788-5582 61-31/4o 5'-8 b/6' N-113/4" 4'-2" _1�,3✓v CJ�b `-.�L �,Ac�] 21'-13/4" OA-VIF NEW CON5TRUCTION EXISiTING I Date: October 10, 2001 ~2' Scale: AS NOTED A - � FIRST FLUOR FLAN __ and other rasoryed rigNs � h�Vo,sp l imsgirver roftandns an ofMr d�ocuumatb all by the Archil statuary unl Designer, The 3 dirmlinpe,speeiflob"vW other documents the for the use solely with respect to this project. r_ 7 SCALE: 1/4" = 1`'"0" They re not to be used by as OwI»r,the Contrswta,any sub oadracta,wb wb oartrscta,a ntsterlel or equlpme d supplier on other projects or for sddltlons to project,witlwwt the speck: wrNW ooraent of the Architectural Dooilpner or an Engkmr,for whose dnrMngs nw be affected Affle,M.RMdon,2001 GENERAL NOTES: EXIeoI1x Rppp - ALL POCHED WALLS DENOTE NEW CONSTRUCTION - REFER TO DAVID AUSTIN A5-13UILT PRAWIN05 FOR EI.,EY (W-01ANY DETAILS NOTED AS "MATCH EXISTING" REFER TO ENCLOSED STRUCTURAL DRAWINGS BY CHRISTOPHER NORFLEET, LLC PE AS NEEDED % - ALL ELECTRICAL OUTLETS INSTALLED AS PER NEW YORK STATE BUILDING CODE AND ELECTRICAL PLAN • ALL SMOKE DETECTORS A5 PER NEW YORK STATE BUILDING CODE ALL INSULATION A5 PER NEWYORK STATE 13UILPING CODE ALL NEW WINDOWS AND DOORS MEET OR EXCEED THE NEW YORK STATEBUILDING CODE'S MEANS OF EMERGENCY EGRESS do E/ Ll Lj ��W rJ>r,wl 1J�.W �I�1151�8G I�� �t'OP D F FDUtJb __1 ULV. 43'411 dew C00%w GTI&j 4d NORTH ELEVATION SCALE: 1/4" V-011 I I I ReMaerr tf wa Daertptlon Issued be: AMTH MICHAEL � __ -Ij ADDITION BLOCK 43, LOT 4 Fiohero loland, NY 06390 ENGINEER: Christopher Norfleet, LLC PE 9 Hew 29 Dorado Court Wilton, CT 06897 Ph:203 762 8726 F:203 762 3425 DESIGNER: Allie M. Raridon, Assoc. AIA ARCHITECTURAL DESIGN Post Office Box 259 Fishers Island, N Y o6390 Ph: 631- 788-7582 Fax: 631-788-5582 KDRTH �.L,F;VAn oto QST e-I...I VATt o rJ I I TEIR.-10 K- C-k,GT I o t� EL6VA-rl oto EAST ELEVATION INTERIOR 5ECTION/ELEVATION Date: October 10, 2001 SCALE: 1/4" — V-011 SCALE: 1/4 V-011 5cal©: AS NOTED no Arohltectuml D"Vfwratslm op etl copyrights,all common low,"uary snd other reswved rights for dtswktgs,speawaitlons and othw docurMnls pn"rod by the Architectural Desiprw, The drwwkW,apaclRcaftm and other documwft are for the use wkly with respect to this projecl. They are not to be used by the Owrw,the Codmdor,any sub-oontractor,sub-sub-c"*sdor,or matwlsl or squipmwd wppikr on othw projeots or for addItiore to Project,without the Wocft wrllten cwmw*of the Arohkockiml Dealpnw or an Engineer,for whose drawings may W offscisd raspectMely, DOOR SCHEDULE # LOCATION MFR. SIZE DOOR JAMB HEAD THRESH. HARDWARE REMARKS THK. DTL. DTL. DTL. MFR. MODEL HAND FINISH 1 HALL BY GC 7'-6" X 6'-8" MATCH MATCH MATCH VIF NA NA NA NA FRAMED OPENING/ EXISTIN EXISTING EXISTING .10 PAINTED BY GC G 2 HALL BROSCO- 2'-8" X 6'-8" 1 3/8" MATCH MATCH MATCH MATCH MATCH VERIFY BRUSHED STAINED TO MATCH SOLID CORE- EXISTING EXISTING EXISTING EXISTING EXISTING CHROME EXISTING #600 BIRCH (SCHLAGE -?) VIF 3 MSTBDRM- ANDERSON - 3'-0" X 6'.8" MATCH MATCH ORDER ANDER- ESTATE LEFT BRUSHED ORDER HANDLE EXTENSION EXTERIOR FWH:3M,AL EXISTING EXISTING THRE- SON HARD- CHROME KIT/NEEDS JAMB FWH316SAL W/ HINGED SHOLD AS WARE EXTENSION /STAIN SCREEN DOOR THE SILL INTERIOR TO MATCH TO �R.ltH.i�S OPTION EXISTING -No 4 MST_BDRM CL BROSCO- 2 DOORS 1 3/8" DORS NONE E & BRUSHED SPECFY AS CLOSET DOOROPN14 _8it EXISTING EXISTING EXISTING RIGHT CHROME FOR LOUVER PLACEMENT �OUOVER- #M- (SCHLAGE STAIN TO MATCH EXISTING -7) VIF 2 5 MASTER BATHRM BROSCO- '-8" X 6 -8" 1 3/8" MATCH MATCH NONE MATCH InT SOLID CORE- EXISTING EXISTING EXISTING EXISTING CHROME EXISTING #600 BIRCH (SCHLAGE VIF Open Louver M-730 M-730 L LIL -i iL'li f4e�w 0 r454 11611 1 Ih"Thick WINDOW SCHEDULE TYPE MFR SIZE OPER. LITES ROUGH OPG. HEAD JLOCK SASH RDW. JAMB STORM REMARKS: DIMENSIONS A.F.F. & KP LIFT COLOR EXT. &SCR. paint A ANDERSON TW 2446 DH 111/111 21-6 1/8 11W X 4-9 6'-8" CLASSIC TRADI- WHITE YES YES MITE EXTERIOR& WHITE-= NO 0 cl lu LL_ /4'.' H TIONAL INTERIOR' Y ANDERSON B N TW 2046 DH "11/1" 2'-21/8 "WX4'-9 W-811 CLj%SSIC_­T­RA_­b_1- `W_H1_TE YES YES WHITE EXTERIOR& WHITE ­ n No CIVUL), 1/4" H TIONAL INTERIOR BY ANDERSON 1411 T C ANDERSON DHP41046 PICTURE 1 4'-11 7/8"x W-9 1/4" Ei-8" NA NA NA YES YES WHITE EXTERIOR& WHITE — — — — — — - OUT CleILL INTERIOR BY ANDERSON TW2046 IW2446 .......... ------------------- e,x I--IT 114 CA SKYLIGHT SCHEDULE ter. TYPE MFR SIZE OPER, LITES ROUGH OPG. HEAD LOCK SASH HDW. JAMB STORM REMARKS: DHP41046 DIMENSIONS A.F.F. & KP LIFT COLOR EXT. _&_SC_R._ HALL VELUX- 21 1/2"w x FIXED 1 21 1/2"W x 28" h RA NONE NONE NA RD NONE NONE OER FLASHING KIT #EDL #101 27 1/2" h IF NEEDED/PAINT INTERIOR 21 1/2"w x FIXED 1 21 1/2"w x 28" h A NONE NONE NA NONE _0R_D_­E_RFi_A­Sl iN_G-14_',-IT- #EDL_­ BR. #101 27 1/2" h IF NEEDED/PAINT INTERIOR -------------- 7 5OUTH ELEVATION SCALE: 1/4" 1'-0'I Electrical Legend GENERAL NOTES: DOWN - ALL POCHED WALLS DENOTE NEW CONSTRUCTION CEILING PENDANT FIXTURE - REFER TO DAVID AUSTIN A5-BUILT DRAWIN05 FOR 0 RECESSED FIXTURE ANY DETAILS NOTED AS "MATCH EXISTING" Awylle"0 Deft D--"- tasued m. SURFACE MOUNTED FIXTURE - REFER TO ENCLOSED STRUCTURAL DRAWINGS BY �-o WALL MOUNTED FIXTURE CHRISTOPHER NORFLEET, LLC PE AS NEEDED NO UNDERCABINET FIXTURE - ALL ELECTRICAL OUTLETS INSTALLED AS PER MASTER 5EPR00M CH NE" SKEW YORK STATE BUILDING CODE AND ELECTRICAL PLAN < FLOODLIGHT ALL SMOKE DETECTORS AS PER NEW YORK STATE DUPLEX OTIN LET DUILDING CODE ALL SULATION AS PER NEW YORK STAT /)0 UQUADRUPLEX OUTLET BUILDING CODE E MICHAEL 13LOW FLOOR DUPLEX OUTLET ALL NEW WINDOWS AND DOORS MEET OR EXCEED USTIN 0 -@— WEATHERPROOF OUTLET THE NEW YORK STATEDUILDING CODE'S MEANS OF QD-WP SPECIAL PURPOSE OUTLET EMERGENCY EGRESS A DDITION SWITCH BLOCK 43, LOT 4 $31)0 V OV 4.3 $3 3-WAY SWITCH Flohero Wand, NY 06390 ........... HALL $4 4-WAY SWITCH ENGINEER: W (+&-a'FL�T $5 5-WAY SWITCH Christopher Norfleet, LLC PE CLOSE '0 CEILING) DIMMER SWITCH �D 29 Dorado Court CLOSET POLE W1 SHELF ADOYE i p SWITCH OVERRIDE FOR PHOTOCELL CIRCUIT Wilton, CT 06897 w � � 1 �cFlPh:203 762 8726 F:203 762 3425 T TIMER SWITCH KY41GHtlI i Il 9- o o DOOR SWITCH - �DS DESIGNER: TUB/SH; Asove-,� ( ( DO yi `-�� I I j GFI GROUND FAULT INTERRUPT OUTLET Allie M. Raridon, Assoc. AIA THROMKY— 3 TO ABOVE/BELOW/BEYOND ARCHITECTURAL DESIGN ,b� LI'GH-r 0( A!Wn:Y111` / . Post Office Box 259 TELEPHONE OUTLET 5 4HELVES o $3E--0. Fishers Island, N Y o6390 I IF A COMPUTER OUTLET Ph: 631-788-7582 Fax: 631-788-5582 INNIN =�iimiIIiiIiii ennnnn Rv CABLE TV OUTLET sou-rii f_-4,6VAT'lof 'r--Lt,(-T lU GA,L, F LA 1`4 r>wp 'Y L14jH'r 5C446DUI_6E, RECESSED SPEAKER®CEILING I tQ mw El SMOKE DETECTOR te: SPEAKER WIRE OUTLET DaOctober 10, 2001 ELECTRICAL PLAN S] EXHAUST FAN EXHAUST FAN/LIGHT Scale: AS NOTED A SCALE: 1/4" 1'-011 T?w Architectural Dosignot Mains AN oopfthts,all oornmon low,sta"ry and ottw rew"d rigtft CEILING FAN and COW docuffmft W"rod by 0*Amhbdural Designot, The =,� Othw dowwwb am for the u"0061y with mp*O to this pr*d. T"we W to be UW by the Ownw,the contractor,any wb-ow*sctot,wb-sub­oontrador,or X =t�,*glprnonl w*01w on cthw poieds or br oddftm to Pr*d,wWwA the speeft of IN Arthhauml Doelgrw or an Engbw,kr who"drawings may be affected �:._ .�. . "W`"t-, w , , "i, ,....,_4,. i,,.. .k _ ,31 - �" ��f' "www» f• L ,:• - :, i' tlf' ,1�L. grif,� r,., ,-`+++^,y..+•r,.w+,.-....«+, -.-.,....,,,.,. „ 1 _ ( - .,w. 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