Loading...
HomeMy WebLinkAbout25539-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-26769 Date: 11/01/99 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3195 HAYWATERS RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 11 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 22, 1998 pursuant to which Building Permit No. 25539-Z dated FEBRUARY 17, 1999 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH GARAGE UNDER AS APPLIED FOR. The certificate is issued to PETER & VIRGINIA TROYAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0162 10/26/99 ELECTRICAL CERTIFICATE NO. 28972 10/07/99 PLUMBERS CERTIFICATION DATED 10/18/99 KEVIN REMPE Building Insp for 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. 25539 Z Date FEBRUARY 17, 1999 Permission is hereby granted to: PETER & VIRGINIA TROYAN 136 TROUT BROOK LANE RIVERHEAD,NY 11901 for : CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH AN ATTACHED GARAGE AS APPLIED FOR. at premises located at 3195 HAYWATERS RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0011 Lot No. 018 pursuant to application dated DECEMBER 22 1998 and approved by the Building Inspector. Fee $ 955.00 Authorized Signature ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 buildir 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 an "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 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessorybuilding $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - .25V. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $1 ..0001 Commercial $15.00 Date . . .��1 �! ! G ./. . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . . . .//.G.}Old Or P e-existing Buildin r,J1.? . . . . . . . . . . . . . n 9 Location of Property. . . .. . . .H� .K 1. ... • . • • . . . . . . . . . . House No. , // Streeter—�- Hamlet �� Onwer or Owners of Property ` !. . . ! County Tax Map No 1000, Section. . . . .tit . . . . . .Block. . . . . . . Lot. . . .I . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . Permit Nd��'�!. .Date Of Permit. . . . . . . . . . . . . . . .Applicant..P .�` • •J Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . .; . . . . . . . Fee Submitted: ? $. J:�f .,% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T eo �.�62�y ASI. } ELECTRICAL INSPECTION SERVICE INC. 375 DUNTONAVENUE EAST PATCHOGUE,NEW YORK 11772 " (516) 286-6642 28972 DATE: 10/7/99 APPLICATION No.ONKLE VILLAGE: Nassau Point TOWN: Southold ADDRESS: 719 H =terc Road ISSUED TO: Peter& Virginia Troyan �INTRODUCED-BY:"`Zar Electric Inc. LICNor 4808-E was exammed on 10-6-99 and found to be in compliance with the NanonalElectrical Code ' LOCATION: Base, x lit x 2nd x 3rd" " Atee " Det.Geroge Hot Titb Pool SWITCHES RECEPTACLES FIXTURES" HEATERS FANS G.F.L AIR.COND. 50 53 66 7 5 x DISHWASHER DRYER CLOTHES WASH. GAR.DISP. RANGE OVEN WOKEDETECTOR x 1 20 amp 1 130 amp 140 amp 7 FURNACE OIL GAS, CIR. MOTORS BELL TRAN- SERWCEDISCGNNECT ., x 4 f x 1vteT$ti AMPS PHASE x 200oh - OTHER EQUIPMENT outside residence 3 air handlers for a e >- 3 compressors- 1 micro 1 lfhlrlpool 1 attic fan sec.III blk. Il lot 18 _H. PRESIDENT " BUILDING PERMITNo.255397 Th ceti6ca m mlroe [ edms ym mr ' 'I Pectmsmi,beidmfifiedbydidraedwftals BLUE ORIGINAL YELLOW COPY PINK COPY OFFICE , ,aw h�O�ggFFOL��oGy o � Town Hall,53095 Main Road COD CD Fax(5 16)765-1823 P. O. Box 1179 W- . Ye Telephone(516)765-1802 Southold, New York 11971 y O� OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: /S Building Permit No. � Owner: �� iL�T�C9�L RN) (please print) Plumber: �+� � (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. tubers 5i nature ( 9 ) Sworn to before me this I day of 6r, 1917 Notary Public, C my ft—ko d"" �/I FiroNesM��ypO.gp,� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: r DATE_f/ZhNf INSPECTOR -1802 LDING DEPT. SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY j� R ARKS: DeE INSPECTOR __V����7����� a M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] UGH PLBG. [ ] FOUNDATION 2NDf_ L •INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACb�E & CHIMNEY REMARKS: < the �.i/'�.iV( 'G�� moi'✓_ _ DATEINSPECTOR ` 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ FINAL [ ] FIREPLACES CHIMNEY J t . DATE INSPECTOR 765-1802 BUILDING BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY l REMARKS: c`ty�JC DATE ` N INSPECTOR '�^�) M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOU ATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ FIREPLACE A CHIMNEY REMARKS: DATE -INSPECTOR I CC M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R H PLBG- [ ] FOUNDATION 2ND [ ' INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMA�S: ZL DATE INSPECT Com✓ M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY REMARKS: C DATE_ INSPECTOR O r�' i 1 1WON f , MAW-? �� A L W.Il uU. : J JL1J Ur YLUf1J . . .. . . TOWN OF SOUTdOLD SURVEY . . . . . . . . . . . . . . .. BUfLDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . .. . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . .. . . . . SOUTHOLD, N.Y. 11971 r TEL: 765-1802 NOTIFY: CALL v� Examined....G!...I ...., 19.(./, MAIL T . . . . . . Approved.......!:r. ..., 19gq Permit No. a ............ Disapproved a/c ......::.......................... .....,............................. D (Building Inspector) 0 PLICATION FOR BUILDING PERMIT C��i Date. . l a f U�.1. . . . . . , 19.,10". INSTRUCTIONS TO a. 'chis application lust be campletely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan stowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property mist be drawn on the diagram which is part of [his application. c. The work covered by this application may not be cmmenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATICH IS BMW 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 sary inspec ons. �- Gam. (Signa app 'cant, nape, if a�se�poration) , �l�C.N..:../19. 1 (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder QCJJi.T�T.......................................... ..................................................... Nae of owner of prenbsesT ..� (1 :..t.... ��. iJ?4 ... �:...j C`'l �", .. ..................... (as on tfie tax roll or latest deeV l' If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nave and title of corporate officer) Builders License No. .............£........... . Phrbers License No. .......................... Electricians License No. gel a��P�N�C�� r Other Trades License No. .................. 1. location of land on wbidn proposed work will be donee -<-S d�.1�4�n?�: C.... ..�..y......................................... House Nmi)er Street Had5t County Tax Map No. 1000 Section l.....�.�.�....... Block ......IJ........ lot .....�..Y.... Subdivision i:AWQ•: In� ?.Pl. ��lC� Filed Map No. ............... Int .. Q .... (Name) 2. State existing use and occupancy of premises �and int( . use and occupancy of proposed construction: a. Existing use and occupancy .... �� mk.`...d..:M......{. ................................. b. Intended use and occupancy ........... I / , ppppp� 3. Nature of work (check wbich applicable): New Building .... .., Addition .......... Alteration .......... Repair ............ Removal ...ii......... Demolition Other Work (Description) 4. estimated Cost ... ......'.... fee .............................................. mine <�na�� •. QI " j5 �'A err (to be paid no filing this application) 5. If dwelling, number of dwellinglunits�..rLi J .. Umber of dwell in units on each floor oei- IF 8 2nd Fko r - Ifgarage, number of cera �............................. � 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use................... 7. Dimensions of existing structurga, if acry: Front......-....... Rear ......-....... Depth ..... .......... ]lei t Number of Stories ...................... Depth Het h alterations or additions: Front ....... .� , ...... . gh ............ g}ht ............:-..... Number of Stories .......I. . Dimensions of same structure wi ,J, 8. Dimensions of entire new construction: Front .K7�,3�a�1.... Rear ..k?�.rl.14 f!.,. ...I. Height .a$i .�Q L f/... Nnber of Stories ......5.. w 9. Size of lot: Front l .�.1/ Q....... Rear .....!., no. q 5 � J_ • .......I Depth .. :. .n., 10. Date of Purc}mse .yy--1 / %.... Name of Farmer Ownerilllc�M...�:.... t()�Q$ ........ �'Nf�1 I../.t.. 11. Zone or use district in which premises are situated .............................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: ..N©................. 13. Will lot be regraded ...... ... Will excess fill be removed from premises: YES NJ 14. Nares of Owner of premises C-f-.' n n � 4 ego ue 1 94? Arent �C.k.V.r�r.lsr:..��i., Address ....4�.f�,�c�...Jn'....�,.U� Phahe No. :�........ Uwe of Architect r4Rk....lY'Q7?�.f2C?............. Address lU3A:.Y?i.h19N .t. . .NY. YWA Phone NoaCF'.II.a9... Nam of Contractor ............ Address... ............ ...........Phone No. .............. 15. Is this property within 300 feel of a tidal wetland? * YFS •. 1 /• N0 ..... •• *rF YES, SOffMD MMTRI)jM'3 PmMDT MAY BE REQ aR[q). PLOT DIAGRAM Locate clearly and distinctly sill buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and (block ember or description according to deed, and show street nacos and indicate whether interior or corner lot. li TAIr OF NU YORE, 0(03 6o,85tiS��e�e�� awlYOF '�U . � V............ S4 57 -140- 161 a- (Vir-9inic-) PL ^- o. :. ..q J •'....(r�qO......being duly sworn, deposes and says that• fie is the applicant Nene of individual signing contract) hove nanecl -. . -�- e is the Jagent, li .,.....Y.: :r!:G....r!:...�rdt. Q................................. (Contractor, r...n. age coirPorate 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 pplicatioh; that all statements contained in this application are true to the best of his knowledge and belief; and hat the work will be performed in the quaner set forth in the application filed t rrwith. worn to before me this .. .. of ....h�...19.✓.c�' .. Notary Public ... . ... Si � (Si re - App PP-I'r FtFAr)Y- IDsc DUPLEX SEli CIRCLh F'Afi)b&0'ACLE L> 11 IS I At I F F) (II)DD DOUBLE w0luEX tLECfiRICAL RECPPTACt-E WALL SWIToH 3-WAY WALL SWITCH 'll'n 4-WAY WALL SWITCH nIMMFR WALL SWITCH Il it>i . f F r n ( FILING MOUNTFb JUNCTION BOX ri Y !;All ( � 6 r � its •vr�' � � _._.._.._� S,_,3+1 7'451%" X0. 072 �90FESS CENTER '1 _ ,l In Hit 'iz i (iiIt PROVIDE NICHES IN l FOR ALL WOOD GIFIll TYP. - - — / fill TARlENOS OFfill C3 ) II WI 83 9.6" WOOL) I BEAM j 275 C3AL. El OIL TANK ---- 4" f'C�URF_D CONC. I TRIPLE 9.5" LVL Ic! 1 SLAB WITH 6X6 i 1.p° USFi. 10/ 10 W.W.M. ON PROVIDE. FIRE-BLOCKING f ( A I AN COMP. FILL � ABOVE ALL GIRDERS AS PER N.Y.S. CODE - z i W Io % 3'l ej r4 61i2opp- a9 l I I sirs"Iv '-C) , PROVIDE FIRB-G3I D Cf F r� UUMVIDP SYS {.�®N c•-, Gyro VACUUM SYS GYPSUM BOAR ;' � i T -- — r r.l ; J I � °s,; a,A^ '�riRTi�s&° Lou.-� �.r r�� ACCC.,SC>['iIC LL 'L TI-IROUGHOOt ItNTI Ir W( ,Ar1AGE�AREA. 'I PROVIDE � BOXOUT`1 q- ' rrte�d�x� ( I STEP UP F y TO ALLOV i 1*-. AREA ASP R. Y. IIII DOOR i �� 1111 Ili lu WI 33 9.5" WOOD-1-BEAM o c� 60" CEILING m *- HEIGHT p X X 4--10' O O C ,PROVIDE V X 3" CROSS- BRACING AT 4' INTERVALS " THROUGHOUT C.J. �F41 IIII I ipl i 2 TT I }�3'-6" I 2" X 12" RIDGE SEAM OkH TIE AROVlM C0N- NUOS, FiT V Tl- RO HOUZ°"TYPPCAL ��� ICS" cs e� , — �� Coe ��) ae,vc) Pj I i 3- t 3/4"X 1 LVL FLUSH GtRC ER TO BE j HIDDEN IN E R ! WALL l 3EAM Q 16" O.G. I SEAM @ 16" O.C. �il I(I !I1 f.l 7ik :tl ,1t !il Uf .a ..r I:I ill a R- C FLOOR INSULATION a TYPICAL till 1c Air v. i L17 PLUM Ad I PLUMBI V 11118 WATER LI LIJ f- r� i 4• POURED CONC. W \ SLAB WITH fX6 10/10 W.W.M. ON :O 3'-6' - _ 8'-T 3'-6• CLEAN COMP. FILL O NOT P ! } FRAMING F0. 017 FOUNDF HAS BEE - - -- - - - - - ( —i- ROVIDE 1 CONTRACTOR: MECHANICAL SYSTEM: 1e�Jl rare a� . O JB C;; ALA )E A DAMP—PROOF PROVIDE FOR THREE ZONE YJ AS TI ROUND ENTIRE HYDRONIC SYSTEM W/ N.Y.S 8 REMOTE FAN COIL UNITS. SET WINDOWS FLUS .FORCED HOT AIR AND WI 33 9.5" WOOD I BEAM COOLING. TYP TOP OF O o DOUE r A HE PROVIDE 250 AMP. UNDERGROUND SERVICE PROVIDE 3/4 NR. FIRE RATED SEPARATION TO PARI 717.3 (f) (1) OF OfFZE-n;0e� +� �� N.Y STATE BUILDING CODE. N DATION PLAN PROVIDE OPENINGS FOR 1 EMERGENCY ESCAPE AS _ y REQUIRED BY PART. 714 OF - N.Y. STATE BUILDING CODE. JUn7 I9^a i _.--.-- ., TI ASE GAi- � =; F SH NGLE v_._ �fi BLDG.D —_ 9 c,e L7,r 'ti TOWN FSO )THOM _ — r DESSORII=SEDEm IED D y Q Q Q ® - - COUNTY OF SUFFOLK) )SS: STATE OF NEW YORK) THOMAS B. CAULFIELD, PRESIDENT OF SCTIC, INCORPORATED, being duly sworn deposes and says: THAT he has had a search made of the records of the County Clerk's Office of Suffolk County for the following described property: ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Nassau Point; Town of Southold, Suffolk County and State of New York and known and designated as Lot No. 406 on map entitled, "Map of Section D Nassau Point Club Properties, Inc., situate on Nassau Point, Suffolk County, New York", surveyed by Otto W. Vantuyl, C.E. and Surveyor, Greenport, New York, March 24, 1926 and filed in the Office of the Clerk of Suffolk County on May 7, 1926 as Map No. 806, which lot is more particularly bounded and described as follows: BEGINNING at a monument set in the Easterly side of Haywaters Road where the division line between Lot No. 407 and Lot No. 406 intersects the Easterly side of Haywaters Road as shown on the above mentioned map; RUNNING THENCE South 87 degrees 14 minutes 30 seconds East along said last mentioned division line 282.08 feet to a monument and the division line between Lot No. 397 and Lot No. 406 as shown on the above mentioned map; THENCE South 16 degrees 09 minutes 10 seconds East along said last mentioned division line 91 .00 feet to a monument and the division line between Lot No. 406 and Lot No.' 405 as shown on the above mentioned map; THENCE North 89 degrees 52 minutes 20 seconds West along said last mentioned division line 295.60 feet to a monument and the Easterly side of Haywaters Road; THENCE North 06 degrees 31 minutes 10 seconds West along the Easterly side of Haywaters Road 101 .00 feet to the point or place of BEGINNING. ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as: DISTRICT: 1000 SECTION: 111 .00 BLOCK: 11 .00 LOT: 018.000 SAID Search completed on the 13th day of January, 1999 shows the following chains of title since April 1 , 1957. LIABILITY IS LIMITED TO THE AMOUNT OF FEES PAID. BY: THOMAS B. CAULFIELD Sworn to before me this day of q 1999. BY: KATHERINE FERGUSON Notay Pdk$We of New Yak No.CIFE48MIO Oualillein County on Expriresuns o .),40 SUBJECT PREMISES: SCPM: 1000-111 .00-11 .00-018.000 CHAIN OF TITLE County Treasurer Dated: 11/27/39 to Recorded: 8/28/44 Edward Kelley Liber 2385 cp 136 Edward A. Kelley died a resident of Suffolk County on 2/27/65, Suffolk County Surrogate File No. 305-P-1965. Zora R. Kelley, residuary Dated: 9/15/67 devisee under the Last Will and Recorded: 9/18/67 Testament of Edward A. Kelley Liber 6222 cp 243 to William Andes Victoria Andes, his wife William Andes Dated: 8/31/96 Victoria Andes, his wife Recorded: 11/7/96 to Liber 11800 cp 566 William Andes Victoria Andes, his wife Peter Troyan Virginia Troyan, his wife William Andes Dated: 3/10/97 Victoria Andes, his wife Recorded: 3/12/97 Peter Troyan Liber 11820 cp 298 Virginia Troyan, his wife to Peter Troyan Virginia Troyan, his wife LAST OWNERS OF RECORD. PREMISES ADJOINING NORTHERLY: SLIM: 1000-111 .00-11 .00-017.000 CHAIN OF TITLE John A. Davidson Dated: 5/22/36 to Recorded: 6/4/36 Lloyd Z. Crisfield Liber 1865 cp 117 John A. Davidson Dated: 3/25/49 to Recorded: 3/30/49 Dorothy M. Miller Liber 2934 cp 381 Beatrice M. Hastings Dorothy M. Miller Dated: 3/12/63 Beatrice M. Hastings Recorded: 4/3/63 to Liber 5328 cp 183 Margureta B. Crisfield Margureta B. Crisfield Dated: 5/26/64 to Recorded: 6/4/64 Louis Ramunni Liber 5553 cp 234 Carmela Ramunni, his wife Lloyd Z. Crisfield Dated: 5/26/64 to Recorded: 6/4/64 Louis Ramunni Liber 5553 cp 232 Carmela Ramunni, his wife Louis Ramunni Dated: 11/30/72 Carmela Ramunni, his wife Recorded: 12/14/72 to Liber 7304 cp 213 Salvatore Cucinotta Else-Mary Cucinotta, his wife Salvatore Cucinotta Dated: 6/19/78 Else-Mary Cucinotta, his wife Recorded: 6/23/78 to Liber 8449 cp 517 Walter J. Davis Janet A. Davis, his wife LAST OWNERS OF RECORD. PREMISES ADJOINING EASTERLY: SCPM: 1000-111 .00-11 .00-029.000 CHAIN OF TITLE Chemical Bank & Trust Company Dated: 12/2/47 as Executor and Trustee of the Last Recorded: 12/11/47 Will and Testament of John H. Thorndike Liber 2783 cp 468 to Elsie M. Meech Ruth E. Thorndike Elsie M. Meech Dated: 2/5/60 Ruth E. Thorndike Recorded: 3/17/60 to Liber 4782 cp 507 Daniel T. Smith Margaret E. Smith, his wife Daniel T. Smith Dated: 2/14/61 Margaret E. Smith, his wife Recorded: 2/17/61 to Liber 4948 cp 497 William P. Riley Jane Nelson Riley, his wife William P. Riley Dated: 3/20/72 Jane Nelson Riley, his wife Recorded: 5/4/72 to Liber 7153 cp 160 James L. Desmond James L. Desmond Dated: 7/31 /76 to Recorded: 3/10/77 Highland Downs Corp. Liber 8202 cp 510 Highland Downs Corp. Dated: 5/31/78 to Recorded: 6/8/78 Angela Pisacano Liber 8441 cp 437 Angela Pisacano Dated: 3/14/83 to Recorded: 3/30/83 Walter Ganko Liber 9334 cp 400 Susan Ganko, his wife Walter Ganko Dated: 4/18/86 Susan Ganko, his wife Recorded: 4/28/86 to Liber 10025 cp 555 Bernard E. Clair Jeanne Clair, his wife LAST OWNERS OF RECORD. PREMISES ADJOINING SOUTHERLY: SCTM: 1000-111 .00-11 .00-019.000 CHAIN OF TITLE Vail Brothers, Incorporated Dated: 3/31/55 to Recorded: 4/4/55 George W. Matthews, Jr. Liber 3863 cp 334 Florence A. Matthews, his wife George W. Matthews, Jr. Dated: 8/29/61 Florence A. Matthews, his wife Recorded: 9/5/61 to Liber 5043 cp 469 Thomas Danielsen Alice Danielsen, his wife Thomas Danielsen Dated: 5/25/62 Alice Danielsen, his wife Recorded: 6/4/62 to Liber 5174 cp 398 John Johnsen Gudrun Johnsen, his wife John Johnsen Dated: 8/8/62 Gudrun Johnsen, his wife Recorded: 8/15/62 to Liber 5214 cp 530 Kenneth Brower Kenneth Brower Dated: 5/25/74 to Recorded: 5/29/74 Cornelius M. McShane Liber 7645 cp 179 Carol A. McShane, his wife LAST OWNERS OF RECORD. PREMISES ADJOINING WESTERLY: HAYWATERS ROAD BY: THOMAS B. CAULFIELD Sworn to before me this 144k day of � U , 1999. BY:— KATHERINE FERGUSON Y: KATHERINEFERGUSON Notay Public.SW d N5W yWk No,01FE40MI0 Wcam Cm inw mis I v'yY�Y�vv I SURVEY OF LOT 406 MAP OF SECTION D suFFor�ccouNrrxDEraRrrrroFHEALTH si?>:x NASSAU POINT CLUB PROPERTIES INC. � '�,' FILE No. 806 FILED MAY 7, 1926 CARRIN('TO NR A ff m FOR APPROVAL Or C4SJ'esS UCTION FOIL 4""", SITUATED AT 6 GL FAlya�iLYPM DrNm Sii y NASSAU POINT DA 1F ERS ®��p_��_p�6�,.' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK & APPROVED S.C. TAX No. 1000-111-11-18 SCALE 1"=40' q FORTvTA%P41Tf1�1lOF-�—' BE DROOMS SEPTEMBER 28, 1998 EXPtitFS TI:REE PEARS FROM DATE OF $ �7qL I DECEMBER 4, 1998 REV SED AS PER POSE H.S. NOT CE No. 1 �p C" DECEMBER 23, 1998 REVISED PROPOSED HOUSE SIZE z,/, 9 o O / 9 Grr x "3 AREA = 26,972.27 sq. ft. LOT 407 /Z ;I o 0 0.619 cc. W C 0 = WALTER J DAMS x TEST HOLE DATA JANET A. DAMS c S 87'14'30" E o io VACANT (TEST HOLE DUG B1' NeDONALD GEOSCIENCE ON AUGUST 31, 1998) " sET VA � n.,, • •. •: 94. 2.. .; WOOD STAKE SET 4c h-� 3= , - +' + • ' 94.02' W00p STAKE 282.D$ Za _ tl Z,4 • *.PRQPOSEI DRIVEWAY , 3R2 os• oux Nto*n svm EOMI m W _ . 94 04 eAtlM!Uwlr vrL SN a 123' I, CD O PROPoS� �2'q .j O YZ y CESSPOOL ." PA'IV Lry Wz I NSG. n/- ono .. ! LOT 406 04 V- t'� W 140' cY O y;2 O " m . m d" p b 50 PROPOSED Y "" OD - . g 98.53 WOOD STNCE 9&53' 98.54' 'f o7' � • cg p N 89'52'20" W .............:.::.....: ..:.:.:....: WOOD STAKA 295.60' z ,v ne �0 DWELLING '� $ N/0/F I ? f CORNELIUS M. McSHANE PRFPr IN ACCORONLOE WITH THE MINIMUM 7'n CAROL A. MCSHANE 1 SfPNRO For+D VP �iroD A ti W pPPROXILNTE lDFN10N t LOT ��PDDE 9Y PftOPEAIY I I �� .L ..�* eN IH q� 405 mr� V�o� a cG �< pC7 FEE FE - 4 $ v'A / &J. yo 1VOTES _ ---_ a a....' N.Y.S. Lia. No. 49668 1. ELEVATIONS ARE REFERENCED tb AN ASSUMED DATUM V IMMYNDR�OILTEMTprY M ADDDION EKISTING ELEVATIONS ARE SHOWN THIS: ,nn TO THIS SURA:Y IS A V ATKNI OF 2. MINRNIM SEPT c TANK CAPACITIES i0R A I TO 4 BEDROOM HOUSE IS 1.000 GALLONS. • SECTION T2tN OF THE MEN� STATE I TANK: 8' LONG. 4•-3" V"- B-7' DEEP E=ATOhL L'W. Joseph A. Ingegno 3. MINIMUM LEACHING SYSTEM FOR A 1 7'0,4 BEDROOM HOUSE IS 3DD 1q ft SDEWALL AREA. COPES OF THIS SURVEY Mw NOT RDNMG 1 POOL. 12' DEEP. 8' eM. THE IMA Sula& %INKED SE&OR Nm GDN PROPOSED EXPANSION POOL TO BE A VNJD TRUE COW. Land Surveyor CERTIFIED TO: GEMWMXOCNS RUCAlEO NDEom Sw RUN PETER TROYAN ®PRGPosm LTACINC POOL ONI:y T0TTIEE HIS THE 1 UU VIRGINIA TROYAN I wOIG lm nma+ SrOD INEIIEwLANCOMPANY.�x D MI.- Surveys - ��"'I0� - ` Flow - lnicfion ®PROPOSED SEPTIC ID TrouIKxWET TIDE�N1 PHONE (516)727-2090 Fax (516)722-5093 A THE LOCATION OF WELLS ANMD CESSPOOLS $I IEREON ARE FROM FR1D OBSERVAl10N5 AND/OR DATA OBTAMTED FROM OTOT HFAS. THE IXISiFMCE OF RWM Oi WAYS ANDIOR EASEMETRIS OF RECORD, IF OMCES LOGTlD AT MNNNC ADDRESS AM. NOT 51pWN ARE NOT GUARANTEED. One Lhlon Square P.O. Box 1931 Aquebogue, Now York 11931 Hi"dleaO. New York 11901 CARRINCSURVEY OF Z'QNLOT 406 �A D MAP OF SECTION D NASSAU POINT CLUB PROPERTIES INC . FILE No. 806 FILED MAY 7, 1926 SITUATED AT w NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK m S.C. TAX No. 1000- 111 - 11 - 18 SCALE 1 "=20' SEPTEMBER 28, 1998 DECEMBER 4, 1998 REVISED AS PER S.C.D.H.S. NOTICE No. 1 r DECEMBER 4, 1998 REVISED PROPOSED HOUSE SIZE APRIL 9, 1999 UNDER CONSTRUCTION SURVEY LOT 407 m NO A • tr WALTER J. DAVIS x 0 0 4 JANET A. DAMS o= S 87' 14'30" E SETWOOD STME BET 4 . z 9+.02' I s4.as' wooDSTUF 282.08' g O m I s4.a' W al nl • l ° 0 5sr p� ry �0 m o �= m r 3e 4 O P7 D, o (n tex H F-� a x <" so o r LOT 4 W ,I.T' Z � _ � 0 O ' " oUP l8 5' l •(7 • 6 SET 98.53' 5J. MOD STARE 9E.54' N 89'52'20" W WOOD STARE 295.60' g ROW OF EVERGREEN BUSHES N/0/F • CORNELIUS M. McSHANE boa N Ofl710 ' / CAROL A. MCSHANE LOT 405 ' PREPARED IN ACCORDANCE WITH THE MINIMUM STANMAIDS FOR TIRE SURVEYS AS ESTABUSHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE UNO TITLE ASSOCMTION. 00�ANDO �5�p'A A.Iry U�05 s O• ] O O m k '9T ,10 F NE`N N Y.S. Lic. No. 49668 UNAUTHORIZED ALTERATION OR ADDITION ID THIS NURAW IS A VIOLATION OF Joseph A. Ingegno BECTON 7Z0Y EDUCATION UW OF THE NEW NEW YORK STATE COPIES OF THIS SURREY MAP NOT RENINS Land Surveyor AREA = 26,9]2.2] eq. ft. THE LAND suRhVHAL INKED SEAL OR 0.619 ac. EMBOSSED SEAL SHALL NOT BE CONSIDERED ID BE A VAUO TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY CER TIFIF.D TO: IS PREPARED. AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Laout PETER TROYAN TITLEINGI � IEDEOSD LENNSTITU ON UHEREON. AND VIRGINIA TROYAN TO THE ASSIGNEES OF THE LENDING INSR- PHONE 516 727-2090 Fax 516 722-5093 TUTION CERRHPI.TIONS ME NOT TRANSFERAGUE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF One Union Square P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. Aquebogue, New York 11931 Riverhead, New York 11901 98-496C SURVEY OF CARRjNGT LOT 406 SUFFOLK COUNTY DEPAR'IWIENTOF HEALTH SERVICES ON ROAD MAP OF SECTION D NASSAU POINT CLUB PROPERTIES INC. "reeoASerloGLEFAMITLVcuSIDENC�roe FILE No. 806 FILED MAY 7, 1926 Date 'OCT 2 6 199911,S.RGcwn._Zj0 98 EUo2. SITUATED AT NASSAU POINT Thesewage iorceni ed by su3,rfyi iliries this loca6nnd fou d Y C�j �u ms'P�Md rnd'or cenitied by Elis U'epmtmeL rolzcr egeneles and found " w h�sR : atpyeoR OF r,Cs cNs 0TOWN OF SOUTHOLD m6V 1 SUFFOLK COUNTY, NEW YORK St hen CastyChief Office DfWater and Wastewater Management S.C. TAX No. 1000-111 -11 -18 ;GL SCALE 1 "=20' rn �w o ��) SEPTEMBER 28, 1998 DECEMBER 4, 1998 REVISED AS PER . NOTICE No. 1 DECEMBER 4, 1998 REVISED PROPOSEDPOSED HOUSE SIZE APRIL 9, 1999 UNDER CONSTRUCTION SURVEY OCTOBER 13, 1999 FINAL SURVEY ,r " O C 3 AREA = 26,972 sq. fr. Ga. 'I 0.619 Ga. V1� LOT 40� a tJ ST N N/0/F x ' S b WALTER J DAVIS • ° €„ JANET A DAVIS S87' 14'30" E NaE • • WOpa SLICE CHNN NNx FENCE FENCE DON NET A: 94.02' D WN1 MODST.UfE 282.08' Z 94.02' w°oD nE wAu i WOOD UE 94.04' DNNEWAY UNDER CONSfRlIC110N •e Fa l f MODTIE � O WALL )5.1' Sp swR,�fO' °• a • 0 • ^�LEACNING POOL to pj 5 M : F• / o• r 00 of x H . 1 c^ aaz 'wR'WS.� )e . "RCE W COG, I.D. ^' SYIDDsnc LOT 406 �b� CA T n •• WwroING s _ 0 Tu+mx �t7 .z1 CU l/1 m 8 y W WOODGras ^ srEPs � ` 'A .� O• • sI,R� — Ie.Y b _ _ — a MOD sTEF H� �.• � _ d SIFPs Lo f tfla' ••A .O 5a.1 N METER IL PROF 1E •�, O <• • d V SET STAKE 98.53' 98.54' 98.53' N 89°52'20" W WON STAKE SEt 295.60' °' • o . . ".'. A apw aF EVTFGaEEN BUSHEN 2 . •, . ' N101F CORNELIUS M. MCSHANE CAROL A. McSHANE LOT 405 PREPARED IN AGCORGNCE Wn11 THE MINIMUM STANDARDS FOR TRUE SURVEYS AS ENTARUSHED BY THE LIALS. AND APPROVED ANO ADOPTED FOR SUCH USE BY THE NEW YORK STATE LVID TnLE AsspcunoN. NOTE: S.C.D.H.S. REFERENCE No. R10-98-0162N.Y.S. LID. No. 49866 UNALTHORRED ALTERATON OR AUDITION TD THIN 72M Is A VN OF .Joseph A. Ingegno SECTION TYON OF THE NEW NEW YORK STATE CERTIFIED TO: EDUCATION LAW. COPIES DF THIS SOR'S I MAP NOT SEARING OR Land Surveyor THE VSE SURVEYOR'S SHI'S INKY➢ NEM. SI SCTIC, Inc / EIIFp5NE0 SEAL SHALL NOT BE CONSIDERED SUFFOLK COUNTY NATIONAL BANK TO BE A vAuD ME COPY. PETER TROYAN ONLY TO THEN INDICAPERSON F HEREON SHALL PUN ONLY TO THE PERSON FOR WHOM THE SURVEY VIRGINIA TROYAN Is PREPARED. MND VE res T& AG NC THE DNe Surveys — Subdivisions — Site Plana — Construction Layout LEND COMPANY. GON U MEMM AGENCY AND LENDING IN91RUr10N UNLED HEREON, AND To THE C MNEEN of THE LRIFE- PHONE (516)727-2090 Fax (516)722-5093 TUnON. CERIIFlGTNOT TRONS ME NOT TRANSFERABLE THE ERISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT WAILING ADDRESS NY, NOT SHOWNTAREFNOTOORD, IF GUARANTEED. One Union Square P.O. Box 7931 A Aquehague, New York 11931 Riverhead, New York 11901 98-496 GENERAL NOTES : CONSTRUCTION LEGEND:. ELE'CLEGEND : INSULATION NOTES : rr�� EXISTING EXTERIOR WALLS 2111 WOOD STUD R-15 HIGH DENSITY INSULATION 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES Ni ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND CEILING MOUNTED JUNCTION BOX FOR CEILING FAN. CONTRACTOR TO BY'CERTAINTEED' OR APPROVAL EQUAL V 1 .N. REGULATIONS OF'",N'Y01i AND A CERTIFICATE FROM THE N.Y.B.F,U. IS TO F PROVIDE HUNTER CEILING FAN AND ORDINANCES NEW WALL INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2' GYP. BE PRESENTED TO THEPYINJER'AT'THE COMPLETION OF THE JOB. WALL BOARD, (SCREW APPLIED BOTH SIDES) NOTEPROVIDE MOISTURENEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST NEW EXTERIOR WALLS. 2"X6"WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE RESISTANT GYP BD (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. NOTE: THE OWNEFI',9jiA1.t DE ALL LIGHTING FIXTURES UNLESS OTHERWISE �eF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUN UNIT BY'CERTAINTEED' OR APPROVED EQUAL. lV �Wy OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND PROV. CEMENT WALL BD D.FOR ALL TILE AREAS. NOTEALL OTHEF�£Ii�OTI'i[ih EQUIPMENT AND MAPL. TO BE SUPPLIED BY THE OR APP. EQUAL. r M1 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. ELECTRICAL CONTRACTOR. NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQUAL INTERIOR PAINT-TO BE BENJAMIN MOORE U.O N ONE COAT PRIMER AND - 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT �u NEW MINI H.LD. LIGHT (2) (40 W. EA. ) ON 2'TRACK CRAWL SPACE. R-19 KRAFT-FA INSULATION WITH PROPER WIRE TIES INSTALLED AS CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS U.O N. ALL TRIM SEMI-GLOSS NOTE: ALL.9iNRXDHE$, AI+JF.,Q' Pi''A'GLES TO BE'LUTRON', "DECORA' WHITE PER N V S BUILDING CODE O FROM THE DIMENSIONS SHOWN. LI'O'N' DOWNUC3, Ma WHfTE' �.p SMOKE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ® HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4W.. 1SUB. FELT., BASEMENT PERIMETER - NEW BASEMENT. R-1O RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE DRAWINGS UNLESS OTHERWISE NOTED (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. NEW TELEPHONE RECEPTACLE SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. DUPLE%IEE,E:Ir^,T'F/KYPj..F CEPTflCLE U 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND SUB-FLOOR FOR TILE AREAS TO BE SCREWED AND GLUED. sop, DWPLbc F[ I RTAl9E$/'(�iROUN4 FAULT INTERRUPT R COMPUTER MODEM RECEPTACLE WINDOW LEGEND : O s U PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, _ COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CARPET-TO BE SUPPLIED BY OWNER. CARPET INSTALLER TO APPLY READI ,x... . CODES ® PATCH FOR ALL AREAS RECEIVING CARPET. DUPLEX k -",. 6UIT RECEPTACLE [� VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) -OT - - - ----- - - --- p W L,L'`r [CAL RECEPTACLE NOTE' ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE si DoQ � p�,�lji!}R N UNLESS OTHERWISE NOTED 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO CERAMIC TILE-"AMERICAN OLEAN TILE" OR APP. EO. TILE TO BE INSTALLED '�'^- c(JB WALL MOUNTED JUNCTION BOX ',J' THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED IID OVER 1/2" CEMENT BOARD U O.N. WALL AND FLOOR GROUT TO HAVE Q' WAIS m AO ANDERSON BASEMENT 2817 U O Q' INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT WATERPROOF ADDITIVE MIXED IN. T 'cp RECESSED DOWNUGHT (100w) "LIGHTOILER" OR APP. EO. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 'a E-WAY WAi, iB71 - RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE PLUMBING LEGEND : � 47,WAY"'"""°'' "'' "r DOOR LEGEND : W a 8 ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE _ _ - ` - __ © • FIRE-RATED STEEL DOOR 2'8" X 6'6" STANDARD RAISED PANEL COLONIAL u DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO i --' '' O WITH HEAW DUTY SCHLAGE BRASS HARDWARE. r�1 O STARTING ADDITIONAL WORK PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED r3IdlLbi� +TIUIIT�CT'TIOM'tc»( 14 GARAGE STEEL DOOR WITH GARAGE DOOR OPENER 18' WIDE BY 9' HIGH. Z+ 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING ON CONSTRUCTION PLAN(S) FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. 0 O PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL FIRE-RATED STEEL DOOR 3'O"X 6'6" STANDARD RAISED PANEL COLONIAL //V REFER TO CONSTRUCT DRAWINGS FOR SIZES. NECESSARY DRAIN VALVES. 16 WITH HEAVY DUTY SCHLAGE BRASS HARDWARE a 10 Al FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE (�PROV FLOOR DRAIN AND 10. GAL SUMP. F Q9 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 15 x. W SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK . Ti 5`- � 0 W ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE _ _ 44 N PROCEEDING. ., 16 fn O I PROVID 11) FOUNDATION NOTES : STAINLEZEROCLEA A �E ff ` INTER STAINLESS STEEL FLJE [ 4+j f f ' ' `v BOILER. SIZE a '3 ACCORDINGLY I 1. BASED ON SOIL BEARING CAPACITY. TWO TON PER SQ INCH SUBJECT TO • " J f'f f ILII PROVIDE NICHE8IN _ INSPECTION AND VERIFICATION f II - FOR ALL - - - jr llla', WOODGIRDERS SII STEP. FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM -— — r ILII TAR ENDS OF l — — — - - 2 ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL NO FOOTING SHALL' / BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING _ — — .— _ II(I, J TNI WI 33 9.6" WOOD I BEAM 276 cl 276 GAL. 3 ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIA. AND 10" IN LENGTH WITH A MAXIMUM C ) III � WI 33 9.5" WOOD I BEAM Ul STEEL OIL STEEL OIOO Y� SPACING OF 4' ON CENTER I TANK. TANK ILII I 4. ALL CONCRETE TO BE 1'2'3 MIX, 2600 LB. CAPACITY UNLESS OTHERWISE NOTED " - OR SPECIFIED '- - .r 1 ' TRP'• I: 9.6" LVL 'P,I W H I( ID PROVIDE FIRE-CODED LlJ - 4 POUP'! D 7 USH. III O GYPSUM BOARD ABOVE 5 IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE (S4A S Wd'I'H ASTM-146 WITH FULL MOTORBEDS CORNERS ARE TO HAVE CORES FILLED SOLID _ 'I Q(�O W W"IP) I� .-*`.w{'rlgE�'�F�RE-BI,OG'KI L3 ILII BOILER AS PER N.Y.S. I- BUILDING CODE W WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO r -' I (j[ AP[CG r- "�,,9tN. .S, [i [ (:;) ✓F{C�` p,$ COURSES DOWN, SEE NOTE 3 ABOVE -` IIID W Z W I I IIEyyII � � , ' t 1pr #��i N.Y.€T IrQgE I I � 6 PROVIDE 0.025" ALUMINUM TERMITE SHIELD OVER FIBROUS INSULATION AT ALL B PERIMETER SILLS. Z Z V! 7 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR 4 #'I` _' W O PRESSURE CREOSOTED. ' I - _ ; cul III O PROMDEXTERIOR TANK GAS LINE F_ FOUNDATION_NOTE: 'rl I { " ' .'ILII 19• ILII FD• t - 4" DIA. CONC. FILLED PROVIDE CENTRAL D I J [ '_r:ll�'. I VACUUM SYSTEM WITH llI STEEL COL. TYP. Z I0 FOOTING AND FOUNDATION �I l -1i IIoisial ACCE930RIE3. ILII WILL NEED TO BE STEPPED �I 1 C, I " _ vA* - I F 1 1 -11IT - ' ) 1 lL TO ALLOW FOR GARAGE �I 10''j -I dm 0'O OPENING M W I u,' ` q % I " I- II _ I_ Ili _ I Oj ni ¢ d; a IIFN y i4r_ rr 3.1 Z NOTE FOOTING MUST BE a II II ( II _ ' i t N.Y I� O - ILII - X OUT SLAB ILII IPL 9.5" LVL III 2 ) FRAMING PLAN MINIMUM THREE FEET ' IL LLI ILII ALLOW FORBO--- -- BELOW FINISH GRADE. II{L,I DOOR IIIERYQ SHOCKenmw,. u,..• .:... Q 1e TO SCALE 1 ' = 6'0° I j Wt 9. — — — , � •EVENTI R W � _ ILII �. I :N "I J _ IL = III _ F�LUM6ER CERTIFI"RTIC ACES AS TO 111902.61 III �� p .' t+:{-.D CC l," fF' wBYA1ENURDIpper tubing[NOE O 0 -- - WI 33 9 1/2" WOOD I BEAMI A 1 1 / � "C)EIl:ING / I�I - I'll WI 33 9.5" WOOD I BEAM CEf4TdHC•G;e (ter a. . JP, ! m a[ — - sad @ 18" O C. by GEORGIA-PACIFIC 1 1 0! I FIEIGHT 4'-1 O" - o CI I LIN �e� es I Si121, 1 USEDiMJ '^.TI for water distrlbu In D '. �.1 I� ., , / ,II a III �I su i'LY SYSTEM C/4Pa,."JT j / A EXCEED 2110 OF 1%LEAD. a VF M piping shell M ��III 1y'11 2' x 2' X 1' D. CONS �a� '� atYPeeKorLanly Z �''� III . -- - f Q "• ,� PROVIDE i" X 3" CROSS- I�'II II hd FOOTING TYP. PLUMBING 0 J BRACING AT 4' INTERVALS - - - PWMBING WASTE cr cr r �° ILII I THROUGHOUT C.J. III - Ip 8 WATER LINES NEED UNDERWRITERS CERTIFICATE i 1 TNI I 8, 7E TING BEFORE COVERING In REQUIRED O TO OUTSIDE - - �' rt)ill.,,, - `� -- - - G�� -, 'III Z OCCUPANCY OR _ DUAL SPOT r -i L _ b) �') 4" POURED CONC. w USE IS UNLAWFUL TRIPLE FLOOR JOIST - j - ip - _ _ ,r 1 _ _ - SLAB WITH 6X6 co TO TAKE COLUMN LOA _ _ _ _ ___ 10/10 W.W.M ON ABOVE - ti '� I Q `• �� 3-6" 8'-7" 3'-8' CLEAN COMP. FILL; DD NDT PROCEED WITH WITHOUT CERTIFICATE, FRAMING UNTIL SURVEY ° FLQQR JOISTS •• I ° �, O OF OCCUPANCY LL — — — F FOUNDATION LOCATION w W t O X 33 STEEL GIRDER - L �., T — FD HAS BEEN APPROVED. 0 D FLUSH MOUN D ' 6r_B„ w (7 C� "D 9 v m --- _� PROVIDE SMOKE•DkTECTING o 0 r ALARM DEVICES APPRDVED AS NOTED_ p� AU - R: MECHANICAL SYSTEM: QA �e OA DATE:2' I�I'`9 B.A. �S3c� w w E"- (:)OF HYD O IC SYSTEM W/ONE � I BUILAS TO DING I I __ --- - - AB VE ARE - WITH TOP OFS FLUS N.Y.S BUILDING CODE NOTIFY E T m y REMOTE FAN COIL UNITS. TMP O NOTIFY BUILDING DEPARTMENT F0111 AT 786-0802 B AM TO 4 FAA FOIL THE �GIUI+� WI 3:$ 9.5" WOOD I BEAM �i DOUBLE FLOOR JOISTS WHERE PARTITIONS WI 33 9 1/2" WOOD I BEAM i � FORCED HOT AIR AND I FOLLOWING INSPECTIONk D m E PARALLEL WITH FRAMING TYP @ 12" O.C. by GEORGIA-PACIFIC r COOLING. ' p DOUBLE BOX BEAM t, FOUNDATION - TWO RESUMED j WI 33 9 1/2" WOOD BEAM AS HEADER TYPICAL FOR TOURED CONCRETE m o @ 16" O.C. by GEORGIA-PACIFIC - _ - PROVIDE 250 AMP. 2' ROUGH - FRAMNG t pUMMEMS - \ UNDERGROUND SERVICE 3. INSULATION FILE NAME. 4. FINAL - CONS"UCNON MUIT r c - - - - COMPLETE F011 T b P C.O. f t-2 -ss ALL C e CONSTRUCTION tHALL MElT SCALE THE REOUIREMENTt OF 7H! M.Y. STATE CONSTRUCTION i ENERGY 15'-22„ CODES. NOT RESPONSIBLE FOR T/4"= 1 'O" DESIGN OR CONSTRUCTION OWNS PROVIDE % HR. FIRE DWG, NAME RATED SEPARATION TO PART.717.3(t) (1) OF N.Y. STATE BUILDING CODE. p,ro:ura•,oa„tlr,,. FOUNDATION PLAN 1� FOUNDATION PLAN PROVIDE OPENINGS FOR t '+ DWG. NO.. EMERGENCY ESCAPE AS — — ' — -- — REQUIRED BY PARL 714 OF N.1 STATEBUIIDINGCODE �����`'raer��is"Idlds.°y�4±tY.;(:�' 1 OF 6 GENERAL NOTES : CONSTRUCTION LEGEND L#; � WINDOW LEGEND : NEW WALL INTERIOR PARTITION 2' X e"WOOD STUD WALL Wll•MI 1/2"GYP, . . ' . 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES �i 1/2" PARTICLE BOARD SHEATHING W/R-19 INSULATION NDT.iI'"+MLA_'.' Fri y { t '^ $'ANq CEIUN6 MOUNTL?D JUNCTION BOX FOR CEILING FAN. CONTRACTOR TO NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE N AND ORDINANCES. PiLI. I$TO P PROWL/E HUNTER CEILING FAN UNLESS OTHERWISE NOTED. ^' NEW WALL INTERIOR PARTITION- O X 4"WOOD STUD WALL WITH 1/2'GYP, � Yr " � .. 1 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE WALL BOARD, (SCREW APPLIED BOTH SIDES) NOTEo PROVIDE MOISTURE _ + i5* -g ry, I 1,,_: , +, NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST T NOTE: ALL WINDOWS TO BE ANDERSON CLAD CASEMENT WITH STANDARD RESISTANT GYP. BD, (GREEN BD.) FOR ALL BATHROOM WALL AND CEIUNI S. ;p r ANAJ� DUAL SWITCH AT WALL GROAN HEA DUTY UNI ANDERSON HARDWARE.ALLOW FOR EXTENSION JAMBS FOR A 2"X8"WOOD STUD WALL. H ry OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND pgOV. CEMENT WALL BD. FOR ALL TLE AREAS. wCD1 T(4 I ' d vVl)iL'E '(iiiERWIYE' 'It$,.'T( LIE 1iiOD BY'A`FIE. ORA". EQUAL. COLOR TO BE WHITE, ALL WINDOWS, DOORS, ETC. TO HAVE WOOD INTERIOR DIVIDED LITES 1 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. ' Ip O INTERIOR PAINT-TO BE BENJAMIN MOORE U.D.N. ONE COAT PRIMER AND � F :i 7 �. i,�, rr r t,�_ � RYp. ALL). PROV SCREENS FOR ALL WINDOWS. I J rr 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT ` V a NEW MINI H.LD, LIGHT (2) (40 W. EP,,.) ON 2'TRACK CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS U.O.N. ALL TRIM SEMI-GLOSS "' BfCsIAd,TI41O1'I' "CIAtOS)RA"WHITE A BASEMENT 2817 O CXW14-2 FROM THE DIMENSIONS SHOWN. U.P.N. � : _ O B FLEX-FRAME ARCH WINDOW ABOVE O HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., 1)y 'V an`7 } �" SMOKE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX CXW746-2 O 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ® - i� . T SII i�"^ r © FLEX-FRAME ARCH WINDOW ABOVE D CXW745-2 (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE Ir ) . . DRAWINGS UNLESS OTHERWISE NOTED R NEW TELEPHONE RECEPTACLE E� CXW14 O CN246 I SUB-FLOOR-USE 3/4'THICK PLYWOOD GLUED AND NAILED. '^"'- '�" °G k' 2 - FLEX-FRAME TRANSOM ABOVE 04 V1 S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND ' ,u i H I" v ^t G CW24 SUB-FLOOR FOR TILE AREAS TO BE SCREWED AND GLUED. L' UF.h' - C6 COMPUTER MODEM RECEPTACLE O 2- FLEX-FRAME TRANSOM ABOVE OH 2236 PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, I �x �.x FLEX-FRAME TRANSOM ABOVE O U U COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CARPET-TO BE SUPPLIED BY OWNER. CARPET INSTALLER TO APPLY READY- "r ' yy�} 4 IO 2-FLEX FRAME TRANSOM ABOVE O CXW155 !� ® PATCH FOR ALL AREAS RECEIVING CARPET. ' DUPPIX �i'" L� VACUUM OUTLET(PROVIDE NECESSARY ELEC. POWER) h KO A31 - FLEX-FRAME-A31 ' E � y © CW14 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO CERAMIC TILE-'AMERICAN GLEAN TILE" OR APP. EO. TILE TO BE INSTALLED 1 p - c(Je WALL MOUNTED JUNCTION BOXCXW145-2 THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED ® OVER 1/2"CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE ADDITIVEle WALLSw1� r © FLEX-FRAME ARCH WINDOW ABOVE r \ INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. WATERPROOF ADDITIVE MIXED IN, T a RECESSED DOWNUGHT(100.) "UGHTOILER"OR APP. EQ. V Q 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND ISo $•W WA ��, N 7I� r RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE " qae WALL MOUNTED DUAL SPOT LIGHT S. ANY°EXTRAS' FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE P_L_ U_ M__ B_I N_ GL_ EG E ND . 4 � Y W ) c- ' CI, CABLE RECEPTACLE DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TOtl O STARTING ADDITIONAL WORK. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED fiE1UNG M�KI P - 11 '�j (Q ON CONSTRUCTION PLAN(S). FOLLOW ALL NECESSARY N.Y.C.AND N.Y.S a ' o 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL I M,Id „ hl ''' �uT1 ^ U 0 REFER TO CONSTRUCT DRAWINGS FOR SIZES, , . Y NECESSARY DRAIN VALVES. Q a 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR 02 CONST. GRADE PROV. FLOOR DRAIN AND 10- GAL. SUMP. u 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK a PROVIDE NECESSARY ROUGHING FOR GAS SERVICE.FOLLOW ALL N.V.S. BUILDING CODE GUIDELINES. "1' SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE dP6FROST-FREE HOSE BIB PROCEEDING. PROVIDE 1/2" X 5" STEEL PLATE A ai BREAKFAST rv�' � BETWEEN KING STUDS TO ADD DOOR LEGEND : - r rrr '~ 'I=, �- —� STABILITY INWAL center r. ---- — --- - NOOK IDE CCA STAIR NOTE: ALL INTERIOR CASINO TO BE STANDARD COLONIAL CASING CLEAR PINE a ) 5 + r �tk I 'Sh \ RAILING L Ne - - " MNG _ kn UNLESS OTHERWISE NOTED. PROV SCREEN DOOR UNITS FOR ALL EXT DOORS. O1 EXTERIOR FRENCHWOOD HINGED DOOR 80 X 6'10" FIBERGLASS PRE-PRIMED #� t %. 1 rrl»i, 1 -w -` -�' ROOM ��. MASTER '? BY THERMA-TRU. WITH WOOD INTERIOR GRILLES. HEAVY-DUTY SCHLAGE BRASS 7 ', s �G: Ir �' - - & �� MULTI-LOCK HARDWARE- y '' �, { \ Q}., 0 'J,- > , TRIPLE UNITS ABOVE K BEDROOM O EXTERIOR INTERIOR WOOD GR SLIDING PATIO DOOR ANDERSON FWG80611 '�`�� 1i .'U. 1 '.. - -+. BEE ELEVATION -- I WITH INTERIOR WOOD GRILLES AND BRASS HARDWARE. '� lraj @ � -- — �� o — R CEILING O EXTERIOR FRENCHWOOD SLIDING PATIO DOOR ANDERSON FWG5061 t IfV,� — J 2 "1 JB I' 4a WITH INTERIOR WOOD GRILLES AND BRASS HARDWARE. , G.k O4 WITH HEAVY DUTY SCHLAGE BRASS HARDWARE. I J t F� K I UNiT IS CENTERED FIRE-RATED STEEL DOOR 28' X B'8' STANDARD RAISED PANEL COLONIAL { + + ' x + _ , ' " 1 _ -&° SPACE BETWEEN - - - - - ' EGRESS ro - -I- _ w r�aD FRAMING_ __ NOTE: Alin OINTERIOR DOOR 26"X8'8 SOLID PINE DOOR WITH RAISED PANELING. PROV. { " " '{ } 1 . " - WI 33 9.5" WOOD I BEAM W O SOLID BRASS HINGES 6 SCHLAGE HARDWARE. t" til i / (0-� } � �� _ a� C;. USE DOUBLE 2" X 10" HEADERS V OINTERIOR DOOR-2'6"X8'8' SOLID PINE DOOR WITH RAISED PANELING AND WEATHER " ". t '� '� F I _ = STRIPPING. PROVIDE SOLID BRASS HINGES & SCHLAGE HARDWARE. \ l 2.4 © OVER MOST WINDOW UNITS. Z INTERIOR BI-FOLD DOOR- 3'0"X 68" SOLID PINE DOOR WITH RAISED PANELING PROV. r�N _ L USE TRIPLE 2" X 10" HEADERS " STUDI c 1• F I' W Z O7 SOLID BRASS HINGES & SCHLAGE HARDWARE. '' '' - _ Lq FOR OPENINGS OF 6'. O O8 INTERIOR CLOSET DOOR- 20"X68 SOLID PINE DOOR WITH RAISED PANELING. PROV. SOLID BRASS HINGES $ SCHLAGE HARDWARE I d , t� FOR SPECIAL SITUATIONS SEE U SBR SS HINGES & SCHLAGE BI-FOLD DOOR-3D X 68' SOLID NE DOOR WITH RAISED PANELING. PROV. _ - i.,�,•,, ,-, �`I• _ t ^ 2" �C 6" $TU , , I�T'll 774 SECTION FOR SIZES. W Q SOLID O ( LOCATION OF OVEN I jt I AND MICROWIAVIc 10 SOLID BRASS HINGES & SCHLAGE HARDWARE CATHEDRAL WALL I _ _ _ z 11 INTERIOR DOOR- 24°X88" SOLID PINE DOOR WITH RAISED PANELING. PROV. 1 O SOLID BRASS HINGES & SCHLAGE HARDWARE 'I"'Ik r •"' �'� • I g1A ILL �- ', 0� INTERIOR CLOSET DOOR PAIR 2WX 88 SOLID PINE DOOR WITH RAISED PANELING. --- PROVIDE SOLID BRASS HINGES &SCHLAGE HARDWARE. 12" PERMA-CAST Iir Z INTERIOR POCKET DOOR- PAIR 2'e"X US"SOLID PINE DOOR WITH RAISED PANELING. \ - # )''° 1- l I FI ERGLASS C L. PROVIDE SOLID BRASS HINGES &SCHLAGE HARDWARE. �\ 2" +X61, ST7, I 9 . .•IN GARAGE STEEL DOOR WITH GARAGE DOOR OPENER 18'WIDE BY 9' HIGH. - ti - R yvALL W 3 - 1 3/4" x 11 7/8" LVL GIRDERrF �, "!� '"*' > - BIZ INTERIOR DOOR- 2'8'X8'8' SOLID PINE DOOR WITH RAISED PANELING. PROV. FLUSH MOUNTED I - t _ _ 1 15 SOLID BRASS HINGES 8 SCHLAGE HARDWAREo KITCHEN ` ' W �"! \ / �e°F /� (L 1 W Vx V 5" LVL GIRDS PLUSH IVQUNTED _ � � MASTER 0 D ) FRAMINGPLAN BATH � SCALE 1 - 8,_0„ -Alv 1 F 1 r � -- Z (A NI1133 9.5" WOOD I BEAM - - I, `. 9' CEILING , -,-- - - - - '' - €F O DOUBLE FLOOR JOISTS 9k1,12" O.C. ec 3'_1 „ 1 WHERE PARTITIONS _ LAY PARALLEL AEM i CENTER A 16" SPACE BETWEEN 1 _ STUDS TO ALLOW FOR IRONIN � 't t' +ifT ' .� ��1 L _ - BOARD INSERT. - - ..� � teI� ALI FOYER it r I o 1- I L — - w N 2" x s" sruo i 1 , z 1 DN. � - Q. _ 1 � _ :- - � - k - - - - -� 2-7� WALL a w i 4-'moi'" O 0 0 I i 121-11 11 8t" X22 0 O 7 w 12" ERMA-CAST OF N N - - i FIB GLASS COL. 3 - 1 3/4 x 14„ LVL GIRDER �- - FLUSH MOUNTED D DINING I a. FILENAME. - ROOM Tr_fcp oll - NEGRESS 1-2E-9e - SCALE. --- HB OO OO - c „ - - - center yia°=10 DWG. NAME' LIBRARY WI 33 9.5” WOOD I BEAM 1s" O.C. ,i, FIRST FLOOR " 1 PLAN 1 DWG. FLOOR PLAN , r r cNo 20F6 4 i II 1 dht f 15 d'. NEW WALL INTERIOR PARTITION-2"X 8"WOOD STUD WALL WITH 1/2"GYP. ! 1 1 " WINDOW LEGEND . GENERAL NOTES : CONSTRUCTION LEGEND : ELS ch 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE,AND LOCAL BUILDING CODES mm 1/2" PARTICLE BOARD SHEATHING W/R-19 INSULATION NQT� ALG 'MOL..RL; 3 AN - CEILING MOUNTED JUNCTION BOX FOR CEILING FAN. CONTRACTOR TO NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE V 1 N '•" AND ORDINANCES. R T1� d �M: rP.U.� TO PROVIDE'HUNTER CEILING FAN UNLESS OTHERWISE NOTED. NEW WALL INTERIOR PARTITION-2"X W WOOD STUD WALL WITH 1/¢"GYP• BFF� �L v I +�+ MW WALL BOARD, (SCREW APPLIED BOTH VOEB) NOTE: PROVIDE MOISTURE I "iJ;,�. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST NOTE: ALL WINDOWS TO SE ANDERSON CLAD CASEMENT WITH STANDARD IyOT1E:T+mw ` ( .",' Be FAN/UGHT VATH DUAL SWITCH AT WALL. "GROAN' HEAVY DUTY UNIT ANDERSON HARDWARE.ALLOW FOR EXTENSION JAMBS FOR A 2"X8"WOOD STUD WALL. 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE RESISTANT GYP. SO. (GREEN SD.) FOR ALL BATHROOM WALL AND CEILINGS• 51+ ' , OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND PROV. CEMENT WALL SO. FOR ALL TILE AREAS. OR APP, EQUAL, COLOR TO BE WHITE, ALL WINDOWS, DOORS, ETC. TO HAVE WOOD INTERIOR DIVIDED LITES Q WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. NgtD7 i I Isa t .I5�'4,,, 131,6 O ,1 + 1Gay`Q d' TYP. ALL). PROV, SCREENS FOR ALL WINDOWS. 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND INTERIOR PAINT-TO BE BENJAMIN MOORE U.Q.N. ONE COAT PRIMER AND 9 �A ,li v�ix , - - CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS TWO COATS FINISH ,(COLORS T.B.D. BY OWNER) SATIN FIN.THROUGHOUT � v �u NEW MINI H.I.D.HOLIGHT(2) (4D W. FA.J ON 2'TRACK NO1T3 MN RlRb RAI•WHITE A BASEMENT 2817 CXW74-2 V U.O.N. ALL TRIM 9EM1-Ci1096 (�Lyt(,1, ( OB FLEX-FRAME ARCH WINDOW ABOVE r/�, V' FROM THE DIMENSIONS SHOWN. s ''4 ' SMOKE DETECTOR:TO BE HARD WIRED TO CENTRAL CONTROL BOX O OXW145-2 ` ' HARDWOOD FLOORING-SELECT WHITE OAK 21/4"W., 1&LB. FELT., m +'1, lc rp ,l r + C FLEX-FRAME ARCH WINDOW ABOVE O CXW145-2 1/ 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. J' 1 t + I`�1.y•�" '' D1 NEW TELEPHONE RECEPTACLE EO CXW14 p CN245 DRAWINGS UNLESS OTHERWISE NOTED. ` vl1l [ls - - 2- FLEX-FRAME TRANSOM ABOVE N SUB-FLOOR-USE 3/4"THICK PLYWOODGLUED AND NAILED. w II,; v 9 ,,,) G OW24 O C235 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND SUB-FLOOR FOR TLE AREAS TO BE SCR1�WED AND GLUED. �ticl 4L`✓Pb PT .D6 COMPUTER MODEM RECEPTACLE O 2- FLIX-FRAME TRANSOM ABOVE 2 - FLEX-FRAME TRANSOM ABOVE PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, 'r •l _ COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CARPET-TO BE SUPPLIED BY OWNER. CARPET INSTALLER TO APPLY READY- 'C141►41EX BEI�bkHA ` " a - N VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER) O 2-FLEX FRAME TRANSOM ABOVE Q CXW155 O CODES. PATCH FOR ALL AREAS RECEIVING CARPET. A31 - FLEX-FRAME- A31 �bo Fy04+iICW14 bL;'fl�€ �L B. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO CERAMIC TILE-*AMERICAN CLEAN TILE'OR APP. EQ. TILE TO,BE INSTALLED °' � WALL MOUNTED JUNCTION BOX CXW145-2 THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED OVER 1/2"CEMENT BOARD U.O.N.WALL AND FLOOR GROUT TO HAVE FLIX-FRAME ARCH WINDOW ABOVE T "z. INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. WATERPROOF ADDITIVE MIXED IN. WALL SWIT " '1 "f t"� r- ° ® RECESSED DOWNLIGHT(1 OOw) 'UGHTOILER" OR APP. EQ. V ��Q,,II 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND 13 �a 3•WAY WALL BWI`I'C3H , - 1 RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE 4 ya'Nde WALL MOUNTED DUAL SPOT LIGHT PLUMBING LEGEND : �4 SWAY WAtJ .BWIT( FI t S.ANY"EXTRAS FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ____— ___ _--- —__ I'D C)IIu1MER:WAM(tiL BWITk"iIN "I; L DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO STARTING ADDITIONAL WORK. PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED CEILING MQL1IN 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING BP ON CONSTRUCTION PLAN(S). FOLLOW ALL NECESSARY N.Y.C. AND N.Y,S.BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. NECESSARY DRAIN VALVES. 1111 REFER TO CONSTRUCT DRAWINGS FOR SIZES. P" U 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR 02 CONST. GRADE PROV. FLOOR DRAIN AND 10. GAL SUMP, " o PROVIDE NECESSARY ROUGHING FOR GAS SERVICE. - - 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK FOLLOW ALL N.Y.S. BUILDING CODE GUIDELINES. zl SUCH AS BUT NOT LIMITED TO. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE IgilBFROST-FREE HOSE 618 H PROCEEDING - AI+I DOOR LEGEND : al -- - o 0 NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE •4 51 II'F! RESS �. UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT DOORS. g OEXTERIOR FRENCHWOOD HINGED DOOR 6'O X 8'10" FIBERGLASS PRE-PRIMED i M 1 BY THERMA-TALL WITH WOOD INTERIOR GRILLES. HEAVY-DUTY SCHLAGE BRASS MULTI-LOCK HARDWARE. - ml: i - - - - - - � 2 O X1R 2 EXTERIOR FRENCHWOOD SLIDING PATIO DOOR ANDERSON FWG6088LL !Fk' t r• — — __ — — — — — - -- - 0 WITH INTERIOR WOOD GRIES AND BRASS HARDWARE. +. . OEXTERIOR FRENCHWOOD SLIDING PATIO DOOR ANDERSON FWG60B8 WITH INTERIOR WOOD GRILLES AND BRASS HARDWARE. BEDROOM 2 O4 FIRE-RATED STEEL DOOR 2'8" X OW' STANDARD RAISED PANEL COLONIAL CATHEDRAL p r WITH HEAVY DUTY SCHLAGE BRASS HARDWARE. 9i [ CEILING Y INTERIOR DOOR-08"X8'8' SOLID PINE DOOR WITH RAISED PANELING. PROV. IL OSOLID BRASS HINGES$SCHLAGE HARDWARE. v I ® (W' OINTERIOR DOOR-2'8'X6'8" SOLID PINE DOOR WITH RAISED PANELING AND WEATHER t I 1 y , x" -1 , �"" `J STRIPPING. PROVIDE SOLID BRASS HINGES & SCHLAGE HARDWARE. k I CATHEDRAL 4' 4" INTERIOR BI-FOLD DOOR-S'O'X 6'8"SOLID PINE DOOR WITH RAISED PANELING. PROV. OO SOLID BRASS HINGES& SCHLAGE HARDWARE. CEILING � O W Z r+ QINTERIOR CLOSET DOOR- 2'0'X8'8" SOUO PINE DOOR WITH RAISED PANELING. PROV. �s Q SOLID BRASS HINGES $SCHLAGE HARDWARE. ' I�' J QINTERIOR BI-FOLD DOOR- 4'0"X 6'8"SOLID PINE DOOR WITH RAISED PANELING. PROV. '. ! O W 0 SOLID BRASS HINGES & SCHLAGE HARDWARE. (4 PANEL) INTERIOR BI-FOLD DOOR- 30"X 6'8" SOLID PINE DOOR WITH RAISED PANELING PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE. �• ` II i Z 1 INTERIOR DOOR-2'4"X6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV. STA{'RTO B` OAK TREADS W/ PINE '\ ,'r .le 1---111111 Q 0 O SOLID BRASS HINGES & SCHLAGE HARDWARE. RISERS. RWUNG TO BE OAK POST `\ . INTERIOR CLOSET DOOR- PAIR 2'4"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. I' - I TO POST STYLE. MODEL NUM. \ � � c I ` - i �"' LL PROVIDE SOLID BRASS HLAGE HARDWARE. INTERIOR POCKET DOOR PGAER 2'B8X 6'e' SOLID PINE DOOR WITH RAISED PANELING. Y TO BE DETERMINED BY OWNER. �� " \ - j O © Fate ® � - Z PROVIDE ATTIC _ PROVIDE SOLID BRASS HINGES &SCHLAGE HARDWARE '' ' ! \ � \ 6 0„ C+�' O wv AUTOMATI 1'RM0STA9 m I— CONTROL ® F GARAGE STEEL DOOR WITH GARAGE DOOR OPENER 16' WIDE BY 9' HIGH. rc uj ' L .Av CATHEDRAL EluntG BATH 2 °- :) - - PLAN - - - 2 ROO rr ` Q l I SCALE 1 = 8'-0° 1 I w w D ROOF FRAMING NOTE: " WS ALL ROOF RAFTERS TO BE '� i'F ` I ' . CATHEDRAL S 2" X 10" DOUG FIR Q 16" O.C. J CEILING JN Lu 0 _ I _ - - _ - J ROOF SHEATHING TO BE i L 2" X 10" R.R. - 0 w 5/8" COX PLYWOOD WITH � r �Z� 30LB. FELT PAPER " 1 ILI O HIP RAFTERS SHOULD TO BE r 8'-7" 3'-6 U m DOUBLE 2" X 10" _EGRESS m FO 0 Lu PROVIDE COBRA RIDGE VENT © r, - — - -- - © - 111 7 FOR ALL HIPS AND RIDGES 2 7 1 ` �2' COLLAR TIES TO BE 2" X 8" + MIN. EVERY OTHER RAFTER BEDROOM 1 w o FILE NAME: Tr_cp2 ' 1-ze-99 A mi"lp 1/4"=1'0" SEC ly r '�' FLOOR R TP LAN DWG. NAME: SECOND ;a Ilo� FLOOR a: I � DWG, NO : I Ali , �'�r/ry,fifya&Ertl fr018[:�Y14J��1 3 OF 6 � epi�11Ili 5u - -J �y5 } J ti ,g 1 I . 1 Sok" a ,fix,♦I. 4,,. 00 'M1 H A+ 2" X 12" 11 TYPICAL < (may,, �a7 I+ .i F EFi .�, , k, ,. 2" X 10" ROOF FRAFT _ " @ 16" O.C. - �,�"'4sd, Vi TRIPLE 2" X 10" GIRDER M , F s AIFI'�Uar ELS I. TO SUPPORT GA LE " - , " i�>' O 5 FRAMING " 2X6 . _ $ p"i.. ,� �a�• _ t i 0 O u 0 3- 2" X 10" WOOD GIRDER U �qry RDER +� 0 1 - , r , 2".• WOOD STUD r�," �RIDR FRAMING - Y D MUST BE OPED CfiRAtUN L r W ,t; — — — — — � �, A 4'''f4ROM FOUNDATION -11 III l—III-1 L III L WA O TI=If IIi ISI= I� 1 III,,UI ll1=1= 1=1 II ,1I w [5 W {y { 4r ,,( ,it 8" D CONCRETE FOUNDATION — Z , ' '.W. X 10" D. CONC. FOOTING w w9 1 BUILDING SECTION A—A Qo a LL _ O o ri z u °ty � Nr+'G�°art �t - F-I 'I i� a`'r' a . O IT } t� W Z �"+ I +°� R 00 WOO ,"IIS O Il ER 2' X 10" ROOF RAFT $m. 1, ' +, 4 Y:. - SOLATION - - { , t - - W R 30 INSULATION i -. JJ � �N+d1.l0S:`�5iC�F'IT /'�� fA k LL r THROUGHOUT TYPICAL. dl 2 X 1 O" CEILING - 6 � AL JOIST @ 16" 1/4" PLYWOOD SOFFIT W/ VENT 2" X 4" W OD ry r,, a.rr . O DOUBLE 2" X 10" 3/4F 1 HEADER R-19 INSUALTION TYPICAL - ¢ WI 33 9.5" 0 Z '41.2" 0 0 GYPSUM BOARD ICAL - s _ w w , IT 1/2" PARTICLE BOARD j tt l ' -' �" J ! � m WALL SHEATHING L_ _ — w 3/4" PLYWOOD SUB-FLOOR -I��� ; r m ' _y FOUNDATION MUST BE WI 33 9.5" WOOD I BEAM 18" O',C. - r+'*' " - FILE NAME: EXPOSED 10' MIN. - h i I ? 'i — z 11 Tr section i � II - _ I'x� �`� i ! s� l ill Milli u)litlllllll�lln illln illi+Alli ullfn illi illlnl lliiilll SCAL ! 2" X8" CCA SILL PLATE 1/4"=1 WITH TERMITE SHIELD "� ' 4 rtr + ' :" 'OII , ji<, �+ i'' ' DWG. NAME: AND FISOROUS _ INSULATION - USE 1/2" ANCHOR BLOTS (' kp,r�^e �"` ' — �`��q'�° �I✓'-' vr FOR SILL PLATE EVERY , (?) BUILDING S E �T I O N B BBUILDING *` SECTIONS FOUR FEET 4" POURED CONCRETE SLAB " ' V al _ 6X8 10/10 W.W.N4. _a: Iur ON CLEAN COMPACTIED FILL Nh, DWG. No 40 6 F ,; 3 i a � a �� y i' sushi lZ MMMT ��uve R r a', � �rm•w•cvw _ M. Xrd 1 • i■■■ _ ��� � � �1� � .� ,••orb . : �y1 f�� i`q' v4 �d:✓IJ'Ztl Qui � �:■■■■ ■ .�. � ■ ■■1•' ■ �WN.YiBhst '•`e1 ��fi■•3fy +� rzn..v.w •`�"••,"�,. a --- �'^"�' .- Its rr ."'r7,a't+ '� � ,....-- +••.�s�r WW�AiAFfw'fiRv +9•IfKIF 1� .L vmm„ . .'�, ._.. _.__. rte..,., �_ ..� ■� ...w 1r1 y'v tM;^u>dCiA�Se•'+_hi } .,� .. �WAWFO- Af• r ■t ■■ �� MMMT ■I�_ = I■�� � � r �� ° aa0'FA ' • Y �.�� � �._._.-� IMM■ � x�P �' - - E M MOM maw � �■ � �� MEE ■■�I■■ ■� ��■ � � ' w; ��, a + DOWN �� ■■ MEN NEW� � � 2 ins so SEE AMORMOM uE■ ■� ��■�■ �r+l el I �I�r�■•■ g;� � MEE �� np� ' AMMIN p ■■ Y■�1•F , � WR�7k Af•I■�� �_... .,..1MUM • LIMENOMINEE LPow 1 A erre mn � •IIII�,�� � �n l `` " ,( � r • 1 • / • r 1 ME MINES in k. Aso .,�,+�^ •ImAt4137am r �' 4r! �w�?v r El !f•11[ei �� � °"m"•"•�"' 'a�w '_ V IE, a ON I■�••1� ■■ n ME MIM nr �•.nr► •�mrsin 'N 9 - �•w" h kid - - w•rsu:�•,n "i ^ti r '�'i' IlliME • ■ • • - IME trkMaR: , . } Rx. W?.W7 6V9i1 K ,'.. ,• .tl '—�- ME 'hn4 1 W•Y� � • ■ • c - ■ ■ • - a wtlM��tl�•w - • • - ■ • - mm MIM■NONEIME ■■ ■■ ■� ■�E � ��, m x a 1 ■ � �■.��■� WIN • — � NOON ■II■ ® 0s ' '` + � � +IM■® ■� C �.I ■I■ MIME IM �k AMM'd � � I. ■■ ■■ ■■ ■■ MIM Ie rfl � a .k1 I �� i �..' lil iti „ `I� e¢7¢',I p g� ,jk5r°'Rrn $SEI r 1 Ilk R �� I �®_� • .BMfoN'tG 9 +Y gq INS ME ■ ILMI .._._ —' _.�....�_._ ._...-,...._..,.. '+°3MMEs � ¢e Cvx�l{., .ret �, ...n, � - • • \ \`\�\�2``'\1: �^\fit\` : vE; ♦\ \� v zRii���u•@\01.t�\�\\ - ..� •;+ �i of +k S�#”' 1 rd . . I+ M1 a >U S�'q�Fa aY._Y� ayf t � :ra MR - . of L.rP9 Y ryry - i , -Y t � k � k � M A h�, r� n ilY C r f .-"jaPy� pl Ukfl IJr__�� Ir PROVIDE CRICKET s , x ��� > i BEHIND CHIMNEY FOR - � f4, DRAINAGE � PROVIDE NECESSARY FLASHINCO. n r,N b Y�q"Y Y t f 1 •.; � I I ar k - l- t t rk r. ql $SZ 1"1 I � w a i i Y ul ^^ uj .' � d i 44= '% /ii• I a _ ui wFrr4 { , k ; £ -1 A T ELEVATI © N Feer 'r ��/i�ri% ;� r% '�/%r//fji.%rr%/f//////%////%s:/ I �' F+ — -- ---- -- — LL Q L J a by, UJ , { i n RV �yxl i A. VOCL A O O yyy{{{ + � aa � a s� FA r..4 4 -- — Q —�— _ R LL LU I LL LU 1 IA FILE NAME: I i.za-eB ALE: " 1/4'1=110" _ OWO. NAME: + t ELEVATIONS .. ♦ .. c . I W WN I MIM , e - ONG. NO.: LETT 6oF 6 o - , t , 1 ,