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HomeMy WebLinkAbout26226-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-27625 Date: 04/18/01 THIS CERTIFIES that the building FOUNDATION Location of Property: 255 SOUTH VIEW DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 13 Block 3 Lot 11.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 12, 1999 pursuant to which Building Permit No. 26226-Z dated DECEMBER 27, 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 FOUNDATION ADDITION & INTERIOR ALTERATIONS & DECK ADDITIONS ON EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to VENETIA HANDS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-553803 03 20 O1 PLUMBERS CERTIFICATION DATED 04/02/01 ROBERT VANETTEN "I/-t;�4x Authorized t gnature 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. 26226 Z Date DECEMBER 27, 1999 Permission is hereby granted to: VENETIA HANDS BOX 398 ORIENT,NY 11957 for CONSTRUCT A FOUNDATION FOR AN ADDITION TO AN EXISTING ONE FAMILY DWELLING. at premises located at 255 SOUTH VIEW DR ORIENT County Tax Map No. 473889 Section 013 Block 0003 Lot No. 011 . 003 pursuant to application dated NOVEMBER 12 1999 and approved by the Building Inspector. Fee $ 75 . 00 � ��� Author ed SignaTure ORIGINAL Rev. 2/19/98 "I If 11 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 19 lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Complianae from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. dor 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 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building ,$25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - .2510 4. Updated Certificate of Occupancy - $50,00 5. Temporary Certificate of Occupancy - Residential $15./00, Commercial $15.00 Date . . jf�k- .�y. .7 C!?.�. . . . . . . . . . . . . . . . . . . New Construction. . . .. . . . . . . Old Or Pre-existing/ Building. . . . . . . . . . . . . . . . . Location of Property. . . . . x,6,5. . . . . .. .�GzwT�:Y✓.GR/ . .�r✓. x . . . . . . . . . . . �,iCh. . . . . . . . . . . . . . . . . . House No,./ _ // l Street Hamlet Onwer or Owners of Property.. .//.(3tx�'7�.�1. . �i9"1?0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . (1.r3 . . . . .Block. . . G. PC7.1S. . . . .Lot. . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No. .,-7,CW-K C) .:ZDate Of Permit./, /,. 7,/:?. . .Applicant C9.,-./Ca . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. Y. . . . . . . . Fee Submitted: $. . . . . Z S r.U. `.. . . . . . . . . . . . . . 6,.m. 5 13)3 . . . :: . . . . . . . . . . . . . . c0e 27U APPLIC T 1 1111121 :111:1111:11111 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1195099 BUREAU OF ELECTRICITY . 40 FULTON STREET, NEW YORK, NY 10038' Date MARCH 20,2001 ,,Tp �t t' onfit� 11'=k3;39h61AO(! - . N 553803 THIS CERTIFIES THAT L�Ej�' .%�• 1622Gs` only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of HANDS / NOVAK, 255 SOUNDVIEW DRIVE, POLE LTL 2, ORIFIk= MY gg in the fallowing location• El Basement L`f Is ( Fl. ® 2nd FT. GAR/OUTSection Block Lot was examined on MARCH 15,2001 and found to be in compliance with the National Electrical Code., 1 11 FIXTURE RECEPTACLES SWITCHES FIXTURES I RANGES I COOKING DECKS I OVENS IDISH WASHERS EXHAUST FANS OUTLETS I I JINCANDESCENTIFLUORESCENT I OTHER I AMT. K.W. AMT. K W. AMT. K.W. AMT. I K.W. AMT. H.P. 23 21 1 9 1 23 1 1 1 1 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REc-Pr.j TIME CLOCKS I BELL IUNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL X.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. I AMPS. TRANS. AMT. H.P. NO.SYSTEMS OF FEET AMT. WATTS 9 &00 SERVICE DISCONNECT NO.OF S E - R V I C E METER NO.OF CC COND. A W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W 3 0 3W 3 0 4W pER 0 Of cc, CONp: NO.OF HILEG OF HI-LEG NO OF NEUTRALS OF NEUTRAL 1 150 CB 1 X 1 2/0 1 2/0 OTHER APPARATUS: PADDLE FAN F-1 G.1'.C.I1-3 SMOM DETECTOR:—3 JIM SAGE ELEC. INC. LIC.#3635 IL LPO BOX 38 GREENPORFT, NY, 11944-0038 GENERAL MANAGER EPer This certificate must not be altered In any manner; return to the oflice of the Board II Incorrect.Inspectors may be idenllfled by their credentials. COPY FOR UIL IN A FMENT. THISCOPY OF CERTIFICATE MUST NOf BE ALTERED IN ANY MANNER. ` 71drr ' APR - 3 200 - Tq'Ifi 111 Town Hall, 53095 Main Road .� ? .Y Fax (516) 765-1823 P. O. Box 1179 ' '� Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: r%, Building ,P/ermit� No . Owner: V 'e/1 �/ .- L4"iQ5 (plrease/ print) o , Plumber: �otl'Pii�T V" Fli `�� (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day o -N 7 CJO� Notary Public, County JOYCE M.WILKINS Notary Public,State of Now York No.4952246,Suffolk County Term Expires June 12,a00/ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU N [ ] FRAMING [ INAL [ ] FIREPLACE & C. IMN Y REMARKS: DATE INSPE 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P BG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING FINAL [ ] FIREPLACE A CHIMNEY REMARKS: - ` 4,1, �, ,DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: n( . ,DATE /a INSPECTOR l� M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ L11ROUGH PLBG. [ ] F NATION 2ND [ ] INSULATION [ FRAMING ( ] FINAL [ ] FIREPLACE S CHIMNEY REMARKS: - DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ 7OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: yl- Ole DATE L INSPECTO DATION — u n — n u n It d MATION====(==n>======III___ Z_____ - - ------- - ------ - ;N FRAME & n --- -------�I- `�----------- ------- - "\ n PLUMBING it — —p —-- -_ -- -------- n It II jj I � � 7LATION PER N. Y. II x y STATE ENERGY II _ CODE _ N G/v"o H II II � i it J - FINAL II ADDITIONAL COMMENTS: ------------------------------------------------------------------ b 0 r 1,aA -17 3 �8� APR 14 20(� off'. Lt o C--y � � � 4-6 ; To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: X An application for Certificate of Occupancy is not on file. (Enclosed) X No Underwriters Certificate on file. X The check is (not on file). No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 26226Z Please contact our office on this matter. Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. TOWN of SOUTHOLD OFFICE OF BUILDING INSPECTOR Town Hall Receipt N! 57749 Southold, New York 11471 Dote.....`.. .. _....................I...... ..... 4 Receivedof .. ......r... c�................................................................................................................................ 0 . ......................................................................................./100 Dollars For................ ...a .c3 ..........................................................................._................................................................................_............ Fee for Fee for Fee for Fee for Certificate ❑ Sign ❑ Flood Development Pmt. Building Permit O of Occupancy ❑ ❑❑ Cash 4 Check 64q-0 $........�.. ..........`I.....°........................ Building Department If11 J t ' Susan B.Gardner 2 p V i1v;Cl Architect i,, i,; @ 920 Broadway 1 New York, NY 10010 Ti)+14v GF;;C)U7hiC_LD -,_-,a 212-777-1400 212-979-2990 FAX VIA FAX: 516 765-1823, Original via First Class Mail December 23, 1999 Mr. Michael Verity Building Department Southold Town Town Hall, 53095 Main Road Southold,MY 11971 Re: Renovation of Hands House 255 Southview Drive, Orient,NY Dear Mr.Verity: In accordance with our conversation this morning,I am writing to confirm that to the best of my professional judgement,knowledge and belief,the habitable space in the above referenced renovation is in compliance with the requirements for Light and Ventilation as set forth in Section 712.1 of Subchapter B of Chapter I- State Uniform Fire Prevention and Building Code. I understand that this was the only question prior to the issuance of a Building Permit. However,if there are any other matters,the best place to reach me is 516 323-2723. Thank you and best wishes for the Holiday Season. G\SZEREO ARO Sincerely, e B, � h t Susan B. Gardner N `sT °• 153ro� ATF OF NEW Also: 235 E.22"Street,New York,NY 10010 Tel:212 447-5623 Fax.212 725-4994 1100 Youngs Road,Box 43,Orient,NY 11957 Tel:516 323-2723 Fax:516 323-0000 Ell r � `J' I . . . Il0AR1l OF IIF.AL'1'll . . . . . . FORM tit). 1 3 BETS OF PLANS . . . . . . . . . . . . . . . by NOV 121999 f ')'OWN OF 90U'1'IIOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CIIRCK . . . . . . . . . .. . . . . . . . . . . . . . . BLDG.DEPT. TOWN IIALL SEPTIC ,FORM . . . . . . . . . . . . . . . . . . . ( 7OWN OFSOU71iOLD SOUTHOLD, N.Y . 11971 TE'L: 765- 11102 NOTIFY: gfCALL. . . . . . . . . . . . . . . . . . KixVninel.... . .... 19fg./q, I-_... MAIL TO: . . . . . . . . . . . . . . . . . . . . Nn. �. .K� DISat)S1reVe(t all: .................................. .................................... ...................................................('-,�. --�-(Ikai Lding IKK/K//s///hector) U APPLICATION FOR RDILOING PERMIT '' // Date. ✓.1(UJ. . .BI. . , . , 1,,n��- INSTH tlCl'IONS a. ']his appl icaLion urlst he camldelely filled in by tylxeawriter or in ink aryl sulmitted to the Building Inspector with 3 sets of plans, accurate plot plan Lo scale. Fee according to nclledllle. b. Plot plan allowing ]cx:atiou of lot: six] of Ioildings on premises, relationship to adjoining premises or dxiblic streets or areas, arxl giving a detailed description of layout of prolierty rust lie drawn on tae diagram which is hart of this IpplicaLico- c. 'lite work covered by Ibis aliplicalion mvly lot be ccxumetwed before issuance of Wilding Permit. d. Illxxn approval of this application, Lite Wilding Inspector will issue a lknilding Permit to the applicant. Such permit shall Ile kept on lite premises available for inspecticm throuj) lout the work. e. No Ixnildirg shall be occupied or used in Arnie or in part for any pripose wlaalever tmlil a Certificate of tknlparwy shall have been granted try lite Wilding inspector, APPLItA'ION IS IA:Ia:11Y ME to Lite Iknildirq; DeparLment for Lite isalance of a Building Permit pursuant to the Iknildirg Zone Orelinance of the Town of ScxLLlold, Suffolk Qxmty, New York, anet other applicable caws, Ordinances or Reg111110eos,-)for the CrxlstnWI-Ion of Ixlildhgs, aklitioas or alterations, or for relrrvad or demolition, as Ilereiu (k�scribed. :Nle applicant agrees to cunply with all applicable laws, ordinices, Wilding code, lousing code, aril regulatiols; I Lo adoil ahtorized inspectors on promises alxl in Wilding for necessary inspections. . *!�.................. (S ignslure of applicant, or rkryne, if a cortxlraliol) (F4lilin, aklress of applicant) State rdxetller applicant is ))Owner, QQlessee, agent, architect, engineer, general contractor, electrician, pludler or Ixailder. .......................... Rose of Owner of premises ......y.@C4..../-4.411 !1,45 ........................................................ ... (as on the lax roll or latest deed) If al,plicaut is a corloradon, signaLure of duly auLlaorizel officer. .............................................I........... (Nelle sax] title of corlorate officer) Wilders License lb. Pludmrslicense No. ......................... Electricians License No. ..................... 011ier 'Prcxle's License R). .................... 1. lOc+ attiicy+ of laol on which proposed work will be (bne............... ......................................... sit. ...... ..-.2s..........Ns; .-A/..1!'/'f%. ...L4lf!"L(/-C,.............�f�'(Cr/1 ............. ..................... Ikose Umber Street Ilanlet�! Qxnny Tax Kap lb. RAX) Section ..../J-...... Ill(Xk ..Q�-........ lot .e-.P�...,F��7!Z7 Sulxlivisiol ...................................... Filed !4111 Ut. ......... l.ot ,.............. (Meme) 2. State existirg use all oxxapax:y of premises ary l �intexlle�tl use incl o,cupaacy of proposed construction: a. F.xistiug use awl neeulxancy ...(y(:,wC/•.".....,Tc,/�� +tl/ ,.1^.C.S,Glc./7E ................................ b. Lltentw use and Occupancy ..Sg rlcsbJb.../. i!+!.// ..l�CSJ,<�l GloY�//� .............................. U Glf a4 -cb-Ie'3-1/l- ..�. I. Ntlute of tarlk (clwdr %Audi all)licfibl{e): Rm fildldioll . .. . . ... . . Ivkiition I(e1"tir ........... . RermaI ...... .. .iI)(11toI11.1of) ....... ..... otherNtuk .. .. ................. . .. ... . . . .... (��,/J�R (Description) tl EMiinated ('(zit: � , wo,OU ... fen .. . . . .. .. . .. .... . ..... ........... ... .... ..... . (lo Ire Imld on fillol, this appll(:alion) 'i. if AAMInl,, rarrlrer of [Amillog trolls IAalrer of (Atelllol, units oo ench floor ........ .. . ..... Iflinrul,e, Ixnixr of tail . ..1. .... �. . .. .. ... . ........ . . ... . . .. 6. If Ixmilxesa, Ccamrareial or nd"A [xsl iffamy, sllecify valo//re��mxl extent of eachpplypee of uee....... . .. .... . ..... .. Il1 1. "Kenmtionn of exist int, stnxWnes, I filly: Irnxrt .. . ..45l . . . .. . hear .. .�4&a . . . .... Ikeplh .�(j . ... ....... Ikeil,ht .... ....... ..I.......... . M1iwr or Steffen . .. .. .. . .... .. ... .../.. . h fnreltat(xls or "vole stnx:Urre with nlll[eraCicma or litho!'loon; Front. .. p6, . . .. .... Rear .......... .. .. . WIPIlt ....q.-s�,........... Ileijl,t ..I. ... . ..• . . .. ... . .. 4"Imr of Stories . . . . ... r�� / fl. Ilhnenniars m14of entire n4 const.0lxa.lelirl: Fowl . ..�� k:p . .. ..... Itear .a;. . ... . . ... Il,h ....2s.5- ..... .. Ikeft,ld: ...... .............. . . ... . 1*1;VXw of Stories . . .. .. . .. . 9. liize of Int : Fl Ont .....,.c5�t. .. .J. . .. (Gear ...1tJ�. . . .. . ... . . Witt If 10. little of F[vella"e . ... .. ... ... ......}. . Maim of Foiner Wrier .. .. . . ... .. ...... . .. .... ... .. . ....... ... II. /axle or line dixU'icl in (Ario6 pr enl sea rile a4lualed . ... .. .. ... .. ... .. . ... . . ... . .. ...... ................... .. .. ... 12. Ikxen prolxrn[al constrixaloo violate ally zrotiol, Imo, oldinalwe or rel,ulaclon: . -W(11 ............. .... 11. 11I11 Inc Ivo Tel,rrxl[ed .. ('j.. . . ...�1. , . . .. will /exceas fill lie relrwed flanplenlinen: YESC-11-1? �3 Ill. Hal IKin of Ourxer of pFen I xea .V 7'fFe...11g.43irk •.... A(Illresn �,+�.��7'h.1/l�u?.40NJ.UC... Vlore Ik). .QNB . r Nola of Architect .l.�t:mtS'yr»..G?.✓.f?��/3 Cv.`.... .. . .. .. A[kh can .. .!!:4. . �✓la... .. .. ....... 10loun WnK+ of fxttrsrenr fJ >... .... Wrens :. .,........ilwne y Mi. 15. Is tiffs1nn1 - Yx+rt. within 700 feel of n tidal mclalxl7 * YP4 .... .. .. . . NO dl... . ... *11' YI?S, fXAlI1 CIID 'IXAJN '1 T11):i llilM 1104t11' MAY 111? lItUAllllF.D. V1.0 1' DIACIMI forma clearly stiff dist tw ly all IAllldlnlls, rArelher exiatinn or prolxrsed, nlxl Itxlle:ste all set-backs llfixellsions li an In olxerly litres, give nlr-eeC maxi Irlm4 frontier or (ke"cripti[xt according, to deed, nlxl nlxn4 street norc:ff nlxl irxli[:rrte lArelher iotetior or coiner lot. Ili II I I MAW (N' 1'1---d Y(NIK, ss IXAINIY (Ar -.... r,"+ h"•,r✓�U . .Ixeint, duly biro, dolxrnnn awl nays flint: he is IIIc :rppl i[•anl ([/ ... . .... . . .. . . .. (Il:nKe of ilxlividual aignini, 'old[all ) i . above amoral, `V , � lite it; file .. . . . ,C,. Ie1 . . 1/.'0.5- .C?�. .. . . . .. . .. . .. . . . .. . .. .. .. . .. ... .. ..... .. . . . ... . .... ........... ... . . .. (f bntrnetor, sl,calf., Cll floral offioer, et r..) of mild (nrtxn. of (x4lxers, mxl in duly n ilhorfze[I to lrerfonn of have Ixerfornrd Ilse sniff wall. 1110 to srd[e mxl file this cmppliCntionl IhoL all 10.10mienln conta�ilxed in this fipplicatloo fire true to lire besC or hill laxxrlecll,e still Ixal.ief; [nxl that. the writ: will Ire Ixerforniell to Ih[� marnxet' flet forth in the opplicacloo filed Iherewlill. !AArro to Ixfore lire this . . . . . 1.2a ..:<!lnny of h19/7.�!,�.". .�. Wilily INIMie j (811,nnture of Appi ic' HELENE O.HORN Notary Public,State of N W York No.4961364 Ouaiiffed in Suffolk County (:ommi.sion Expires May 22, c00 o I BUILDING P RMTT REVIEW CHECK LIST Applicant/ Date Owners Name: Reviewed: Architect/ Date . Engineer: Submitted: SCTM#: / District: 1.000 Section: Block: 3 Lot: �! 3 Project � Subdivision / Location: �J�.S /�4,kl apse Name: Single.*-separate Required certtfication: Qom(^Yes/No) /�—W R� R� Zoning District: [Lot size: Actual: �� �� [Lot coverage Proposed: � O Req. I Req. /57� R [Front Yard Proposed:_, (Side Yard 00W I Proposed: 1 [Rear Yard .5b ' Proposed: ] Project Description: AGENCY PERMITS Permit REQUIRED FOR REVIEW N.A— NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: / Town Planning Board approval: y Flood Plane Elevation ??? /p � 1/� Flood Zone: (QD f" Notes: ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA.TOV OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209-SUBMVISI 2. ALL CERTF ICAbONS SO(f j`�y �D M4P OR CO ES BFF.ARR THE 6FROR THIS MAP REESSED SEACOPES THEREOF OF THE WHOSE S16NATLNE APPEARS HEREOM E'/'/ ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY' 0 OR�1/E MIST BE USED BY ANY AIV ALL SURVEYORS UTILOVG A COPY 5 N. 6 'S OF ANOTHER SURVEYORMAP. TERMS SUCH AS INSPECTED'AND ° SROUGHT-TO-DATE' ARE NOT FJ COMPLIANCE N7TH THE LAW. 2 90.8p., N. 56°O 00" E. 59./3' N° �- O X y 2 O o Z � m � a Z Q 32.8 '764 FA m 20 vJ O z6a ,t,. a 'Z Set "-tea 6/c1� eOv�fo � SURVEY- OF PROPERTY " m AT ORIENT a a TOWN OF SOUTHOLD _ � N Z SUFFOLK COUNTY, N. Y. W vm - 13 - 03 - 10 & P/O n s. SCALE Y' = 30' sO° T APRIL 30, 1998 3755, " B S 55337p' W N/01F LAND 'OF D fPe f ROSKOWSKI Of NEyy CjoZ,N ,•xiR. F9 t_r Y.S. LIC. NO. 49818 AREA = 23,769 sq. ft. <3 0 C eP.C. 12 STREET Sou rH Y. 11971 98 - 168 I I :i ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION . • OF SECTION 7209 OF TIE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209-SUBD/V/SION 2. ALL CERTIFICZVOS HEREON ARE VALID FOR TM MAP AND COPIES THEREOF DHLY/F v®�0 Jy WHOSEAMMT�APPEARS THE SSED SEAL OF THE SURVEYOR ADDITIONALLY TO COAPLY WITH SAID LAW THE TERM ALTERED BY' •rrY IIUST BE USED BY ANY AMID ALL SURVEYORS UTILIZWG A COPY — V 6p Sp• O,E ®R/VE OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS INSPECTED' AND I3ROUpIT-TO-DATE' ARE NOT IN COMPLIANCE WITH 7}/E LAW, 9087• N. 56.00'00' E. 59.13' I � 155' fo m zr j5110 F 1 iI Tk j//jlft-rAo*W 320 (nm FA 1N o zaeeb� e = ; SURVEY OF PROPERTY ft-r '"" AT OR/ENT TOWN OF SOUTHOLD a ' _ SU cw I,' Z vw 13 COUNTY.- 11 o Y 111 SCALE 1" = 30' S 60'4g 5100 APRIL 30, 1998 35 k 5 55-33110- W. O -�- N/O/F LAND3�•ee OF DROSKOWSKI der OF N£� Y - ' S�;oNN t. Mer2cFG9� Y.S. UC. NO. 4961E 4r AREA = 23,769 sq. ft. gel T %sou 50 � �, .Y. !!97! _4R _ 1RR PLUMBER CERTIFICAT101V PLt)I BIN1;; 01VLEAD CONTEAIT REr-ORE ALL PLUML'ING WASTE SOUTHV j �w DR j ve &WATER LINES NLED CERTl6KATE CI i3Ct CIPANCY TESTING RErURE COVE:-MIG L 157 OF DRA4 N I N65I�.j,'JTr-? •s��� 7pL4 ('/�rrjq )T a A-1 SITE PLAN, ENERGY GORE GALGULATI ONS, „r,�.. _ R / LI57 OF DRAWIN65 G KEY TO SYMBOLS 'I-'"`; 'CS L' Of ^� c°.L,f9lJ. v � A-2 FOUNDATION PLAN �1 A-B FIRST FLOOR PLAN PON f'---------- _ (e;rh/- A-4 SECOND FLOOR PLAN r-1 A-5 SECTION PROVIDE OPENINGS FOR f �~i+ II , .:o �1LD1Ne °"I�O� II A-6 NORTH ELEVATION EMERGENCY ESCAPE AS 71 ^y REQUIRED BY PART. 714 OF y N.Y. STATE BUILDING CODE. `AW Pw lel r ��rso 1 � q,^� ecleT ex rrt Roux p l p ^• '__•... ,,, xu M 1w APPROVED AS NOTEDa�� �u a u� � ��4L R ,^ �I Ir.'.� �I I k� DATE:IaT' - B.P.M�//y(�� �I IS UNLAWFUL FUL PROVIDE ANTI-SCALD AND/OR FEE:�U ._-BY:_y5�-'-� F �, y NOTIFY BUILDING DEPARTMENT AT ei5,•,�T��O T A'ERTI �P� ' �e THERMAL SHOCK PREVENTING � of- 766-1802 -- --- — — ----- -- �8 LF °u 1T. I r I"I 765-1802 9 AM TO � PM FOR THE ):�b• DEVICES AS TO PART. 902.6(K) �q FOLLOWING INSPECTIONS: r fl{ I IpN"� N.Y. STATE BUILDING CODE. rr �' `~ I FOUNDATION - TWO REQUIRED I•iI^ ���CCU9PA 4 F r FOR POURED CONCRETE 2 ROUGH FRAMING 8 PLUMBING 3 INSULATION '� Vl `' a FINAL - CONSTRUCTION MUST If CO Ulbllticlq copper tubing IS used r 1000-15-05-10 # P/O 11 ALLBE COMPLETE FOR C.O. fOf Mate! diSlCPROVIDE '/� HR. FIRE THE NEQUIREMENTS OF THE N Y AW CONS IRUCTION SHALL MEET System; piping shall be RATED SEPARATION TO e.- THE —� STATF CONST RUCTION & ENERGY Of types BC 01 L Only PART. 717.3 (f) (1) OF CC,,FS ^"'T RESFONSIBLF FOR UNDERWRITERS CERTIFICATE N.Y. STATE BUILDING CODE. holy pL ?.v �� .n+ -'R�cT•oN ERPORS RLQUIRLU SITE PLAN DO NOT PROCEED WITH GS`E pQy r SCALE: 1/82^ • 1'-0" PROVIDE SMOKE-DETECTING FRAMING UNTIL SURVEY 05 r e O4 °^' ALARM DEVICES OF FOUNDATION LOCATION h ATO PART. HAS BEEN APPROVED, N.Y.S BUILDINGG CODE. qTf OF NEIN JOP °J NEW `r'0tZK STATE ENERGY COPE NOTES KEY TO SYMBOLS TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUD6MENT THE5E PLANS ELEVATION / SECTION SIISAN I;. ARE IN COMPLIANCE WITH THE N.Y. STATE ENER6Y CODE. GAILDNEII, ADDITION SHALL COMPLY WITH THE GODS. Al PLAN, 5EGTION OR DETAIL ARCHITECT APPLICABLE SECTION SHALL BE: 020 [BR®A11 AW PART 5: BUILDIN6 DESIGN BY ACCEPTABLE PRACTICE NEW WOME, Md tOMO di DOOR DESIGNATION 292-777_ff &06 COMPLIANCE WITH TABLE 5-1 R-VALUE OF INSULATION, 6LAZIN6 AND DOORS 20-970-2990 FAM OBJECT ABOVE I . TYPICAL EXTERIOR WALL: OBJECT REMOVED CEDAR 5HIN&LE5: R= 5 2' X 4" WOOD STUDS 0 16"O.C. W EXI97IN6 PARTITION 1/2"GDX PLYWOOD: R= .92 3-1 /2" HI6H DEN5. INSUL:R= 15.00 1 /2" 6YP. BOARD: R= .45 NEW PARTITION AIR SURFACE: R= .68 TOTAL R VALUE OF WALL R= 15.00, R=18 REQUIRED NEW FINISH 0 w 2. TYPICAL NEW ROOF/GEILIN6: DUPLEX RECEPTACLE ( NEW, EXIST, REMOVE) REVISIONS c ASPHALT 5HINR= .44 1 /2"GDX PLYWOODOOP:: R= .70 ELECTRICAL SWITCH (NEW, EXIST, REMOVE) OCTOBER II , 1999 c AIR SPACE: R= . 55 N �R I551)E DATE 6-1 /2" H16H DENS INSUL: R= 22.00 5/6"(5YP.BOARD: R= .45 0 NEW LI6H7 (51)RFAGE, RECESSED) i AIR SURFACE: R= .62 SITE PLAN, TOTAL R VALUE OF ROOF R= 25.06, R-19 REQUIRED -Q Q JUNCTION BOX, HARDWIRED SMOKE DETECTOR ENERGY NOTES LIST OF I)RAWINGS U 3. TYPICAL NEW FLOOR CONSTRUCTION: 4 -© TELEPHONE, GABLE OUTLETS KEY TO SYMBOLS a WOOD FLOOR: R= .46 3/4" PLYWOOD R= .70 AIRSPACE: R= .50 a 6-1 /2" H16H DEN5. IN5. R= 22.00 c9 AIR SURFACE: R= .92 z TOTAL R VALUE OF FLOOR R= 24. 5a, R-19 REQUIRED a �Q�, it 4. 6LAZIN6 SHALL HAVE A VALUE OF R-1 .7, MIN. ��I, V711WIIIIA� ® l 0 5. ENTRANCE DOORS SHALL HAVE A VALUE OF R-2.5, MIN. c Q V — � ----- -------- ------------------------------- lllll- - II IIIA I I jj — -- - EX I ST I N6 DECK ABOVE OW Aft AW P"1 -- = ,.o L -------------- -- -I m.I wo - - -- - �w pop- r 1 Eno AW ARk p" — — --- BOILER ISI � r� `• Li --- - EXG BEAM pN ---------------- .1=_ _._ __—__---_-- — —_ — — — W� iG�g1 EPE — — _ -- ARpH/1 O -- � P SPN B. CgRo Fc . All S9rf II ov 153 12X8 16" o c . I I LSI t9'-0' SUSAN R. xARCHITECT N Ilj EX I ST I N6 5ASEMENT ELECTRIC �I { PANEL M M-777-MOO 0020 J .. � ------ ----- M-979-2900 IFAA 1 ( 2) -2x8 --- ' 8"X8" GONG PIER TO S ' —b" MIN. BELOW GRADE — _ — I '•'- ',: —O" X 2' -0" X 1 ' -0" CONCRETE 1 FOOTING o '. I 1 �' I I •' REVISIONS c `. OCTOBER 11 , 1999 c9 - ISSUE DATE NEW 4" GONG. SLAB w FOUNDATION PLAN <' �X8 , G" °' GI ; FOUNDATION c — — PLAN z �O 1/4"W-o" — 6.. g - 8^ NEW REINFORCED CONCRETE 8^ /Vrn FOOTING 4 BLOCK FOUND. ( iYP) r— --- 1--'-----------------------J L— ----------1-------------_--------------J EXISTING DECK I� r FSI Vl IM `mw L, = j ASKxPMwo o. .w EX I5TI N6 BEDROOM #I EXI5TIN6 BATHROOM EXISTING DININ6 AREA pol- wo Ak NEW 5/4 X6 DEG ti r' AND RAILING EXI5TINS KITCHEN r f '�' � TO MATCH EXIST. '^ AW IW f r l r �A r-1 G\SS EKED � G4 � I SUSAN B. EXI5TIN6 LIVIN6 ROOM GARDNBB, ARCHITECT 020 MOAODWAV EXI5TIN6 BEDROOM #2 EXISTIN6 BEDROOM #5 MIEW 'YORK, N-d 9®®9® 292.77744400 r M-939-26D® FAM I I I I I I I I I � NEW ENTRY REVISIONS ✓✓ OCTOBER II , 1949 c 0 I55UE DATE a NEW 6ARA6E ¢ w FIRST FLOOR PIAN � FIRST FLOOR PLAN U d a 6'-4' i7'-6' z AMO 0 V W � I.r f r 0=0 NK C ""Ank tr ..� "o rr,�i �1 OR � � C1C t t SUSAN D. GARDNER, ARCHITECT 020 BROAMWAV MI&W ➢'OTBR, mS1 90090 M-777=fllflEE M-979-2980 IFAI I I I I I I I I I I I I I I I I I I I I I I I l l i l i i l i i P REV 151ON5 OCTOBER I I , 19g9 ISSUE DATE SECOND FLOOR PLAIN TJDY SECOND FLOOR PLAN AL h ^, r f � MW A , tom+ AW %EW � i 6., CE." ANKEO 2X8 I6" o.G. P. '� r 1 A PMR b I: � C1C R-22 FI5ER&LA55 BATT INSUL NEW STUDY __ CP % SSEM1 +1 qE, �G \ R-22 T B. G 2X12 16 O G TYP i � yNN qq � - - - - - - 2X8 16" O. G m - ® ® ME Em P \NEW Te_ LI OF @N - ENTRY NEW 6ARA6E R- DA - Pi BFR5LA5Gi - - BATT INSIIL - -- - - - - - - - SUSAN R. - - - - - GARDNER, ARCHITECT -- ------ _"_ NEN NEW 4" GONG. SLAB Uyu BIROA�DWAT CIRAKL SPACE _ M-I`I`I-flyoo ----- ------- -- M2-879-2900 IF AT, a NEW REINF GONG > FT& 8 FOUNDATION REV 151 ON5 (2) # 4 BARS CONT OCTOBER II , 1989 x I55UE DATE a SECTION' SL'I:TION U C Q z va�•r-o� 0 Q z r 0 0 ^, 00- AM,C ANk NEW .� ^ ✓ � ItV � � C10 __ ® ® GSZEREU AR�hi �p� ypH a G�Ro recf SfS,l 1535 ty. ❑❑❑❑❑ ❑❑❑❑❑ _ ❑❑❑❑❑ SUSAN B. u cattn>rnn, - - ---- ^❑❑❑❑ ARCHITECT 020 1BIR®A➢DWASI — -------- MIEW WOMM, FI➢ 95595 20-979-20W IF AY, 0 w REVISIONS OCTOBER 11 , 1999 is I55UE DATE c NORTH ELEVATION NORTH PLEVATION U a 0 f/4"•T-0" a c� z 0 O SOUTHV I EhI DR I Va— L IST O7- DRAA I NGS 4 A-1 SITE PLAN, ENERGY CODE GALLTIONS, R LI57 OF DRANIN65 6 KEY TO 5Y $OL5 w A-2 GENERAL NOTES AND SPEGI MONS r , w_o. ,_------------ _ _ A-5 5PECIFICATION5 (CONT' D) IR ------� A-4 FOUNDATION PLAN r \\ j A-5 FIRST FLOOR PLAN Nlly aur Loc NS eNvelore A-6 SECOND FLOOR PLAN !y >'-_' S \' A-1 ROOF PLAN IEW Aft l A-8 NORTH ELEVATION PROVIDE SMOKE-DETECTING AW PMN `mw iALARM DEVICES AS TO PARI M1.1 -o A-q EAST ELEVATION f r Z^ ex�sr sn ne House t A-10 SOUTH ELEVATION ^y In" /� A^ N.Y.S BUILDING CODE. ^ r�; =y A-11 WEST ELEVATION •'�' 1t k§k A-12 5EC7I ON5 00 E I A-15 SECTIONS eaax_-rnoasrac____ __ ANN Po- W J FSI PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS / M AEOUIRED BY PART. ?14 OF N.Y. STATE BUILDIINGCODE. ;/1pF 1000- 13-03- 10 8 P/O 11 Ank '^ f rr � moo PLUMBING ALL PLUMBING WASTE SITE PLAN 1ESTINGBEFORE COVERING W SCALE: 1/32" - 1'-0" ,�rL(iED ARC 0 pARp4 P/Tf n� a a r / a 15351 OF NE`N NEW TORIC STATE ENERGY GODS NOTES KE1' TO SYMBOLS /V TO THE BEST OF MY KNOWLED6E, BELIEF AND PROFE55IONAL JUDGMENT THESE PLANS 11 ELEVATION / SECTION ARE IN COMPLIANCE WITH THE N.Y. 5TATE ENERGYSUSAN B. CODE. SUSANGARDE . PLAN, SECTION OR DETAIL ARCHITECT ADDITION SHALL COMPLY WITH: -1 ��® RIBDADD40'd1S( PART 1814: 5UILDIN6 DE-516N BY ACCEPTABLE PRACTICE 920 `90ABDomm, A Q�®Q® vooR vesI6NATION NEW2Q2.777 Q.D®® COMPLIANCE WITH TABLE 5-1 R-VALUE OF INSULATION, 6LAZIN6 AND DOORS OBJECT ABOVE I . TYPICAL EXTERIOR WALL: OBJECT REMOVED CEDAR SHIN6LES: R= .q5 2"X 4" WOOD STUDS ® 16"O.G. W/ 5XIS7IN6 PARTITION 1 /2"GDX PLYWOOD: R= .q2 5-1/2" HIGH DENS. IN5UL: R= 15.00 1 /2" 6YP. 5OARD: R= . 45 1' 7a'�"T NEW PARTITION AIR SURFACE: R= .65 TOTAL R VALUE OF WALL R= 18.00, R=18 REQUIRED NEW FINISH 0 2. TYPICAL NEW ROOF/CEILIN6: DUPLEX RECEPTACLE (NEW, EXIST, REMOVE) ASPHALT 5HIN&LE5: R= .44 REVISIONS c 1 /2"GDX PLYWOOD: R= .10 AIR SPACE: R= . 85 N N ELECTRICAL SWITCH (NEW, EXIST, REMOVE) MARCH 11, 2000 6-1/2" HI6H DENS IN5UL: R= 22.00 R ISSUE DATE 1/2"6YD: R= .45 0 NEW LIGHT (SURFACE, RECESSED) AIR SURFACERFACE:: R= .62 SITE PLAN, TOTAL R VALUE OF ROOF R= 25.06, R-Iq REQUIRED -0 JUNCTION BOX, HARDWIRED SMOKE DETECTOR ENERGY NOTES S. TYPICAL NEW FLOOR CONSTRUCTION: LIST OF DRAWINGS Q -© WOOD FLOORR= .46 TELEPHONE, GABLE OU7LET5 KEY TO SYMBOLS . 5/4" PLYWOOD: R. .10 o 6-1/2" HI AIRSPACE: R= .80 ¢ GH DENS. INS. : R= 22.00 AIR 5 HI U AIR SURFACE: R= . 412 z¢ TOTAL R VALUE OF FLOOR R= 24. 68, R-Iq REQUIRED a 4. 6LAZIN6 SHALL HAVE A VALUE OF R-1 .1, MIN. �� A � 5. ENTRANCE DOORS SHALL HAVE A VALUE OF R-2.5, MIN. a MAR 2 8 m OO a r GENERAL NOTES AND SPEGIFIGATIONS I .0 GENERAL REQUIREML-NT5 1 . 11 MATERIALS AND PRODUCTS USED IN THE WORK SHALL BE NEW AND K. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS DELIVERED TO THE SITE IN THE MANUPAC7URER'5 PACKAGING, UNLE55 L. UNLESS 07HERiNI5E NOTED, PROVIDE HEADERS OVER ALL OPENIN65 AS 1 . 1 WORK HEREUNDER SHALL BE GOVERNED BY THE MEW YORK 57ATE OTHERWISE INDICATED IDENTICAL OR SIMILAR CLASSES OF ITEMS FOLLOWS: FIRE PREVENTION AND BUILDIN6 CODE, MEW YORK STATE ENERGY USED IN THE WORK SHALL BE FROM A SINGLE MANUFACTURER. INTERIOR WALL5: 2 - 2 X 8 CONSERVATION CONSTRUCTION CODE, 50UTHOLD TOWN CODE, THE EXTERIOR WALLS: 5 - 2 X 0 1 . 12 REMOVALS: CONTRACT DRAWIN65 AND SPECIFICATION5, AND ANY OTHER M. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT APPLICABLE REQUIREMENT'S. CONTRACTOR SHALL PAY ALL REQUIRED FEES A. PROPERLY DISCONNECT, REMOVE AND LEGALLY DISPOSE OF UP OR SOLID POST WH05E WIDTH 15 AT LEAST EQUAL TO THE WIDTH OF AND OBTAIN ANY NECESSARY PERMITS, APPROVALS, INSPECTIONS AND EXISTING CONSTRUCTION BEING ABANDONED OR NO LONGER USED OR THE MEMBER IT 15 SUPPORTING AND WHOSE DEPTH 15 4" AT INTERIOR CERTIFICATIONS AS APPROPRIATE TIMES DURING AND AT THE COMPLETION NEEDED IN THE WORK, UNLESS OTHERWISE NOTED. WALL5 AND 6' AT EXTERIOR WALLS r��� 1=4OF THE WORK. B. REMOVAL WORK SHALL BE PERFORMED TO NEAT LINES, AND 50 N. STAGGER ALL SPLICES A MINIMUM OF 32 INCHES. V1 ,w/ AS TO MINIMIZE DAMAGE TO EXISTING PORTIONS OF THE WORK O. BUILT UP BEAMS SHALL BE SPIKED TOGETHER WITH TWO (2) IGd NAILS AT pmN 1 .2 THE PREM15E5 IN WHICH THE WORK IS TO BE PERFORMED MAY CONTAIN WHICH ARE TO REMAIN. Ib" 0.C. 0,W ENVIRONMENTALLY HAZARDOUS SUBSTANCES INCLUDING ASBESTOS O. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED, P. PLYWOOD SHALL BE APA GRADE STAMPED AND SHALL NOT EXCEED THE Aw N pmq GONTAINI N6 MATERIAL AND OTHER TOXIC MATTER. NOTICE I5 HEREBY AND END PROTECTED UNTIL READY FOR REIN5TALLA710N. SPANS INTENDED FOR USE ON THE GRADE STAMP. ALL PLYWOOD SHALL GIVEN THAT PROPER PRECAUTIONS AND PROCEDURES SHOULD BE TAKEN D DEMOLISHED ITEMS SHALL BE PROMPTLY REMOVED, AND THE BE MADE WITH EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING �y I~ �^ WITH REGARD TO ANY ENVIRONMENTALLY HAZARDOUS SUBSTANCES. PREMISES KEPT BROOM GLEAN. THICKNESS: .� FLOORS 3/4" '� I B GONTRAOTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS AND 2 0 EARTHWORK AND 51TENORK ROOFS. 1/2" wy METHODS AND SAFETY PROCEDURES. WORK AND ALL CONSTRUCTION A. PROVIDE EXCAVATION AND BACKFILL, INCLUDING NECE55ARY ROCK AND WALL5: 1/2" ~ I" OPERATIONS SHALL BE PERFORMED WITH 5TRI07 ADHERENCE TO CONCRETE EXCAVATION AND TRENCHING, AS NECE55AR" Q. ALL PLYWOOD SHALL BE GLUE NAILED TO FLOOR JOISTS USING AN APA ~ MANDATED SAFETY PROCEDURES, AND IN STRICT CONFORMANCE WITH B. TRENCHES SHALL BE TO PROPER GRADES, WITH POCKE75 AT FITTINGS TO APPROVED ADHESIVE (B. F. 600DRI(H FL400 OR EQUAL) . � ✓ N N GOVERNMENTAL STANDARDS, AND BUILDING DEPARTMENT PROVIDE FULL BEARING FOR PIPES AND CONDUIT. R. LIVE LOAD SCHEDULE: REGULATIONS. C. BACKFILL TRENCHES AND LOW AREAS WITH GLEAN EARTH ON SAND, ROOF: 30 FSF w I� L: CAREFULLY TAMPED UNDER AND AROUND PIPING. BACKFILL SHALL BE SECOND FLOOR: BO PSF I = 1 .4 PROVIDE TEMPORARY 5HORIN6 AND BRACING AND MAKE SAFE ALL PLACED IN LAYERS AND PROPERLY COMPACTED WITH VIBRATORY FIRST FLOOR: 40 P5F "o n FLOORS, ROOFS, WALL5 AND ADJACENT PROPERTY AS CONDITIONS REQUIRE. COMPACTORS 70 95% DENSITY AT OPTIMUM MOISTURE CONTENT. D TOF501L SHALL BE KEPT SEPARATED FROM OTHER EXCAVATED 6.2 SHINGLES AND EXTERIOR TRIM: 1 .5 PROVIDE, MAINTAIN, AND PAY FOR TEMPORARY SERVICES NE0E55ARY MATERIALS, FINE 6RADIN6 SHALL CON5157 OF LEVELING AND 6RADi N6 OF A. MEW SHINGLES AND SHINGLES USED FOR REPLACEMENT: "MAIBEO" dk ,0k V1 � TO PERFORM THE WORK. WHERE EXISTING FAGILITIE5 ARE 5UB6RADE AND PREPARATION FOR RECEIPT OF EXTERIOR GRADE FINISHES. GRADE A EXTRA, 100% ALL CLEAR HEARTWOOD, EASTERN WHETE A r 1 AVAILABLE FOR USE, THEY MAY BE UTILIZED 5UBJEG7 TO GON7RAGTOR THE SU56RAPE SHALL BE CLEANED OF FOREI6F`1 MATTER AMC) CEDAR, FRE-57AINED ON BOTH SIDES WITH CA507-5 BLEACHIN6 OIL, �lr ^ I� BEING RESPONSIBLE FOR PROPER MAINTENANCE AND DARE. DEERI5 07HER THAN EARTH OR SAND BY RAKIFN6. LAWN AREAS SHALL BE RE5QUARED AND REBUTTED, SIZE AND EXPOSURE- AS INDICATED. �� FSI FINE GRADED TO A DEPTH OF SIX INCHES (6"") BELOW FINISHED GRADE B. WOOD TRIM SHALL CONSIST OF 5/4 X 4 KILN DRIED WHITE PINE ^ � �j, ON ALL OLD AND NEW WORK AND SHALL BE CAREFULLY SET IN PLACE: 1 .6 PROVIDE NECESSARY PROTECTION SUCH AS DROP CLOTHS, ETC. , TO PROTECT THE SITE DURING THE COURSE OF WORK HEREUNDER. 3 0 CONCRETE: WITH PROPER FASTENERS, SET AND FILLED 1-sy `y� � THE AREA OF THE WORK SHALL BE SEPARATED FROM THE REMAINDER A. CANGRETE SHALL BE NORMAL WEIGHT AGGREGATE OF MINIMUM OF THE PREMISES BY DUST-TIGHT SEPARATIONS. COMPRESSIVE STRENGTH OF 3000 P51 AT 28 OAY5. CONCRETE 6.5 FIN15H CARPENTRY 4 MILLWORK REGULARLY GLEAN THE PREMISES TO PREVENT ACCUMULATION OF WORK SHALL CONFORM TO ACI 301 , "5PEGIFICATIONS FOR CONCRETE FOR A. WORK SHALL BE CAREFULLY LAID OUT AND CONSTRUCTED PREVENT IN71RFERENOE WITH THE WORK BUILDIN65" AND ALL RECOMMENDED PRACTICES CONTAINED T D®RIS AND TO HEREIN AS INDI GATED. 6RE8 ARC B. F007IN65 SHALL RB E57 ON UNDISTURBED 501L OF MINIMUM BEARING . PROVIDE NECESSARY BLOCKING, TRIM, AND ACCESSORIES TO \y< e CARD y�T I .7 COORDINATION. CAPACITY OF 4000 P5F BOTTOM OF FOOTINN` ELEVATIONS SHALL BE PROPERLY 5UPPORT FINISH SURFACES, AND FOR BLOCKING AND A. PROVIDE A FULL TIME, COMPETENT, SUPERINTENDENT AT THE SITE. ADJUSTED AS REQUIRED IN THE FIELD. SUPPORT FOR BUILT-IN ITEMS. 8. DIMENSIONS INDICATED ARE TO FINISHED SURFAOE5, UNLESS O. CONCRETE SHALL BE AIR ENTRAINED. C. WOOD TRIM AND 07HER SIMILAR ELEMENTS SHALL BE OTHERWISE INDICATED WHERE DIMENSIONS ARE MARKED WITH A D. 6ARA6E SLAB ON GRADE SHALL BE 4" CONGREETE REINFORCED I " x 4 " NEW WHITE PINE OR POPLAR CAREFULLY SET IN PLACE * _ PLUS OR MINUS ( +/-) SIGN, SUCH DIMENSIONS ARE GENERALLY FOR WITH 6 X 6 WI 4 X W1 .4 KHM ON 10 MIL. POLY, VAPOR BARRIER. WITH FA57ENERS SET AND FILLED. REPLACE EXISTING TRIM CONVENIENCE, AND SHALL BE SUBORDINATE TO THE OTHER WRITTEN ON b" CRUSHED STONE, ORAHL SPACE SLAB MWr BE 3" , THROUGHOUT EXISTING HOUSE TO MATCH NEW. DIMENSIONS OR CONDITIONS. E. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO D. DOOR FRAMES SHALL BE PROPERLY AND SUBSTANTIALLY FASTENED G. LAYOUT AND VERIFY CONDITIONS 50 THAT WORK HILL AGREE WITH ASTM A615, GRADE 606. WELDED WIRE MESH (WWM) SHALL CONFORM TO INTO PLACE, WITH PROVISIONS FOR NECESSARY BRACING AT HEAD. THE LINE5, LEVEL5 AND DIMENSIONS INDICATED ON THE ASTM AIB5. E. PROVIDE NECESSARY HARDWARE AND CONNECTORS AS INDICATED,GA"IED, OR t - F NE`N DRAWINGS. NOTIFY THE ARCHITECT, AND REQUEST INSTRUCTIONS, F. REINFORCING MARKED "CONT. " (CONTINUOUS) SHALL .3E LAPPED 40 BAR NECESSARY TO PROPERLY COMPLETE WORK IF THERE 15 ANY DISCREPANCY BETWEEN CONDITIONS ENCOUNTERED DIAMETERS AT SPLICES AND CORNERS, AND SHALL BE HOOKED OR F. BUILT-IN WORK SHALL BE CON57RUOTED OFF-SITE, AND SHALL BE IN THE FIELD AND THOSE IND16ATM ON THE ORAWIN65. EXTENDED 40 BAR DIAMETERS A7 NON-CONTINUOU5 EN05. TOP BARS DELIVERED AND IN57ALLEP INTO THE WORK IN SUBSTANTIALLY D. THE ORMIN65 INDICATE THE GENERAL ARRANGEMENT AND LOCATION SHALL BE LAPPED AT MID-SPAN, BOTTOM BARS AT SUPPORTS. COMPLETE COMPONENTS, BUILT-IN WORK SHALL BE CAREFULLY AND OF PIPING, FIXTURES, OUTLETS, ETC. THE CONTRACTOR SHALL 6 PROVIDE CLEARANCE FROM FACES OF CONCRETE 70 REINFORCIN6 A5 NEATLY INSTALLED, PLUMB AND LEVEL, WITH JOINTS TIGHTLY BUTTED. MAKE NECESSARY MODIFICATIONS IN THE LAYOUT WORK THAT MAY FOLLOWS: 6. 6LAZIN6 USED IN THE WORK SHALL BE CLEAR 1/4" SAFETY GLASS, SUSAN E. BE REQUIRED TO SUIT ACTUAL FIELD CONDITIONS. THE ARCHITECT ( 1) 5LA85: 5/4" UNLESS OTHERWISE INDICATED. SHALL BE NOTIFIED PRIOR TO SUCH MODIFICATIONS. (2) FOOTINGS: 3" ARCHITECT EH , F. IT IS ESSENTIAL TO THE PROPER EXECUTION OF THE WORK THAT ARCHITECT PROPER COORDINATION BETWEEN THE VARIOUS DRAWIN65 AND 4 O MA50NW: 6.4 STAIRS: 920 EE®AflDwAv SPEOIFICATION5 BE CONSISTENTLY MADE. WHERE DRAWING5 A. CONCRETE MASONRY UNITS: HOLLOW, LOAD BEARING UNITS. A. NEW STAIRS SHALL BE PREFABRICATED UNITS WITH WHITE PINE OR NIM VOIEM, pv WSW INDICATE ITEMS OF THE WORK IN DIAGRAMMATIC FORM, SUCH A5TM 690, GRADE NI . POPLAR 5TRIN65 AND OAK TREADS AND RISERS. 292-T171600 INDICATIONS SHALL BE 5UBJEGT TO WRITTEN DIMENSIONAL B. FACE BRICK: ASTM C 216, GRADE SW TO MARCH EXI27IN6 CHIMNEY. B STAIR RAILIN65 AND NEWEL F0575 SHALL CONSIST M-00.2900 Q•AI INFORMATION PROVIDED ELSEWHERE OR MADE IN THE FIELD. C. MORTAR: A57M 0270, TYPE S. OF STOOK COMPONENTS MODIFIED A5 NECE-55ARY F. PERFORM DRILLIN6 AND CUTTING NECE55ARY FOR THE WORK D. WORKMANSHIP SHALL CONFORM TO NOMA 5PEOIIFIOATIONS. AFTER INSTALLATION WORK 15 COMPLETED, PATCH ANY DISTURBED CONSTRUCTION IN A NEAT MANNER TO MATCH EXISTING. 6.5 WOOD FLOORING AND FINISHING 1 .8 WORK DAMAGED OR DISTURBED DURIN6 THE COURSE OF WORK SHALL BE 5.0 NOT U5ED A. NEW WOOD FLOORING: SELECT RED OAK 3/4" X 4" RANDOM LENGTHS, PROPERLY REPAIRED WITH 5IMILAR MATERIALS HOLES AND DEFRE55ION5 WITH END JOINTS STAGGERED. FLOORING SHALL BE INSTALLED FOR PIPING, HARDWARE OR OTHER SUCH ITEMS WHICH ARE REMOVED 6.0 WOOD AND PLASTICS TONGUE AND GROOVE ALONG LONG EDGE AND NAILED AT END WITH DURING THE COURSE OF WORK SHALL BE PATCHED AMC FILLED SMOOTH, COUNTERSUNK FACE NAILS. NAILS SHALL BE CAREFULLY ALIGNED 6. 1 FRAMING: ACROSS FLOORING, 1 ,9 SUBMIT FOR THE ARCHITEC7'5 REVIEW: A. LUMBER SHALL HAVE EACH PIEOE GRADE STAMPED, SHALL BE B. FILL VOIDS IN EXISTING WOOD FLOORING WHERE PARTITIONS HAVE A. A PR06RESS SCHEDULE OF THE WORK, INDICATING COORDINATION SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN DRIED) AND SHALL BEEN REMOVED, OR WHERE FLOORING IS OTHERWISE MISSING OR AND SCHEDULING OF THE CONSTRUCTION. CONFORM TO THE FOLLOWING SPECIE AND GRADE: DAMAGED. FLOORING SHALL BE MADE OF WOOD OF A SIMILAR SIZE B. "PRODUCT DATA" OR CATAL06 OUTS FOR MATERIALS AND PRODUCTS RAFTERS AND JOISTS DOUGLAS FIR-LARCH #2 AND SPECIES, AND WORK SHALL BE "TOOTHED" INTO EXISTING BOARD c INCORPORATED IN THE WORK, PRIOR TO ORDERING OR FABRICATING BEAMS, GIRDERS AND HEADERS. DOUGLAS FIR-LARCH #1 w SUCH MATERIALS AND PRODUCTS. STUDS AND PLATES: DOUGLAS FIR-LARCH, STUD GRADE PATTERN, WITH ENDS OF BOARDS STA6GERCD. REMOVE OR "'.TET" ALL REVISIONS y EXPOSED NAILS AND OTHER FASTENERS. LOOSE AREAS OF EXISTING MARCH 1-7, 2000 OT . SHOP DRAWIN65 OF PRABRIGATED AND OOMP05ITE ASSEMBLIES, B. WOOD FRAMING INGLUDIN6 DETAILS FOR BRIDGING, ELOOKING, PRIOR TO START OF ORDERING OR FABRICATION OF SUCH ASSEMBLIES FIRESTOFPING, ETC. , SHALL CONFORM TO THE LATEST ED1710N OF THE FLOORING SHALL BE RE-FASTENED TO JOISTS BELOW, A5 NECESSARY ISSUE DATE c G WOOD FLOORS SHALL BE SANDED IN A THRC-E-PASS OPERATION, D. SAMPLES OF FINISHES FOR FACTORY OR PREFINI5HED ITEMS. "NATIONAL DESIGN SPECIFICATION FOR WOOD GON5TRUCTION" AND ITS a E. WARRANTIE5 AND GUARANTEES, AT THE COMPLETION OF THE WORK. SUPPLEMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA FINISHING WITH EXTRA-FINE PAPER, SANDING SHALL BE DONE IN LINE "MANUAL FOR HOUSE FRAMING" . NAILING SHALL BE 1N ACCORDANCE WITH THE GRAIN OR AT A MAXIMUM ANGLE OF 45 DEGREES U 1 . 10 50ME ITEMS MAY BE PURCHASED BY THE OWNER IN ORDER TO EXPEDITE WITH APPENDIX C OF THE BOCA CODE. D. SAWDUST SHALL BE SWEPT AND VACUUMED AFTER SANDING AND GENERAL NOTES & THE WORK, OR PURCHASED BY THE CONTRACTOR UNDER A "GASH G. FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED IMMEDIATELY REMOVED FROM THE BUILDING AND PROPERLY DISCARDED SPECIFICATIONS ALLOWANCE " SUCH ITEMS SHALL BE INSTALLED 1N ACCORDANCE WITH GALVANIZED STEEL -10157 OR BEAM HANGERS, MINIMUM I8 GAUGE, E. PRIOR TO AND DURING APPLICATION OF FLOOR FINISH, PREMISES SHALL c MANUFACTURERS' DIRECTIONS. ARRANGE FOR AND COORDINATE DELIVERY INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS BE PROPERLY VENTILATED F. WOOD FLT SHALL BE FINISHED WITH ONE GOAT SEALER, FOLLOWED a AND ACCEPTANCE OF ALL SUCH ITEMS AND STORE- AND PROTECT THEM AS D FACTORY MANUFACTURED, GLUE LAMINATED WOOD FRAMING OTHER MATERIAL FURNISHED BY CONTRACTOR. CONNECTORS, F177IN65 MEMBERS SHALL BE "TJI " J01575 AND "LVL" MICRO-LAM BEAMS AS BY ONE GOAT HIGH GLOSS POLYURETHANE AND A FINAL COAT OF AND INSTALLATION MATERIALS NOT SUPPLIED WITH ITEM SHALL BE MANUFACTURED BY TRU5 J0157 CORPORATION. SATIN FINISH POLYURETHANE, ALL PROPERLY "SCREE--HED" OR SANDED FURNISHED HEREUNDER. ITEMS PURCHASED BY THE OWNER OR UNDER A E. WHERE FRAMING LUMBER 15 FLUSH FRAMED TO "TJI" JOISTS AND "LVL" BETWEEN GOATS. C MICRO-LAM BEAMS, SET THESE MEMBERS 1/4" CLEAR BELOW TOP OF 6. THOROUGHLY CLEAN PREMISES WHEN WORK 15 COMPLETE AND TOUGH-UP "CASH ALLOWANCE" INCLUDE: PAINT WHERE NEEDED. a A. CERAMIC WALL AND FLOOR TILE FRAMING LUMBER, TO ALLOW FOR SHRINKAGE OF FRAFII N6 LUMBER. B. PLUMBING FIXTURES F. STUD WALL5 SHALL BE 2 X 4 AT 16" 0 G. C TOILET ACCESSORIES 6. RAFTERS AND JOIST5 SHALL AL16N DIRECTLY WITH STUD5 BELOW, o D. LI6H7IN6 FIXTURES WHERE REQUIRED INSTALL ADDITIONAL STUDS. E. "DESIGNER GARAGE DOOR" H. PROVIDE NEW GRO55-BRIDGIN6, OR 5OLI12 5RID6IN6 OF 2" X 8" MEMBERS. i F. ROOF GUTTERS AND LEADERS AT 8' -O" CENTERS THROUGHOUT. BRID6I N6 FOR SPANS UP TO 14 FT, 0 PROVIDE I ROW BRIDGING FOR 5PAN5 OVER 14 FT. , PROVIDE 2 ROWS. 1 . U5E DOUBLE STUDS AT ENDS OF WALL AND EN4D5 OF WALL OPENINGS. 00 J. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE O BEAMS ARE NOT DESIGNATED. GENERAL NOTES ANS SPECIFICATIONS ( CONTINUED) 6.4. GYPSUM BOARD WORK H 4 WINDOWS A. PARTITIONS, CEILINGS, SOFFITS, AND OTHER SURFACES INDICATED A NEW WDOD DOUBLC--HUNG WINDOWS (WDH) : MARVIN WOOD 15.0 PLUMBING AND HEATING TO BE CONSTRUCTED OF 6YPSUM MATERIALS SHALL BE CONSTRUCTED A. PROVIDE FOR PLUMBING REPAIRS AND REPLACEMENTS A5 NECESSARY. DOUBLE-HUN6 "E-Z TILT" WINDOWS WITH 7l8" WIDE FINE, "5IMULATED IN ACCORDANCE WITH "U.5.6 6YPSUM CONSTRUCTION HANDBOOK. " B PIPING: 8 GYPSUM BOARD SHALL BE EQUAL 70 "U.5 6. SHEETROGK" DIVIDED LITE" MUNTIN BARS WITH FOAM SPACERS, IN SIZES AND ( I) EXPOSED WATER PIPING AND FIXTURE CONNECTIONS IN I/2" THICK, UNLESS OTHERWISE INDICATED. WATER GONFI6URATION5 INDICATED, WITH STANDARD 5/5" CLEAR IN5ULATIN6 r 1 I�1 6LA55, FULL-SIZE WHITE ALUMINUM INSECT SCREENS WITH FIBER- FINISHED 5PACE5: CHROME-PLATED THREADED BRASS, A57M: 043. RESISTANT (GREEN) BOARD SHALL USED IN BATHROOMS AND LAUNDRY (2) ALL OTHER WATER PIPING. HARD TEMPER COPPER, 0 6LA55 CHARCOAL MESH, WHITE JAMB LINERS, NO SASH LIFTS d WHITE LOCKS. r 1 ICEMENTNSTAL ED BE BACKER UNITS ALL TI , ANSI SHALL 9) SHALL BE ASTM: 5 LB. TYPE K, OR THREADED BRASS, ASTM: B40. INSTALLED BEHIND CERAMIC WALL TILE AND SHALL BE SIMILAR TO W]NDOWS SHALL BE FACTORY PRIMED ON EXTERIOR AND INTERIOR. G. VALVES 125 LC,. BRONZE BODY VALVES, GATE OR BALL TYPE ON � � "U.5.6. DUROCK INTERIOR GEMENT BOARD. " EXTERIOR WOOD TRIM SHALL 5/4 KILN DRIED WHITE PINE.. MAINS AND RISERS, 6LOBE OR BALL TYPE AT DRAINS AND FIXTURES. B. NEW WOOD 5LIDIN6 WINDOW (W6L) : MARVIN WOOD 6LIDERSPENI C. SEPARATION BETWEEN 6ARA6E AND REMA]NDER OF HOUSE SHALL WITH 7/8" WIDE PINE, "SIMULATED DIVIDED LITE" MUNTIN D. FIXTURE STOPS: BRONZE BODY GLOBE TYPE, WITH WHEEL HANDLE, o, Aft HAVE 5/8" THICK, "FIREGODE" 6YPSUM BOARD ON EACH SIDE CHROME PLATED ANGLE TYPE. BARS WITH FOAM SPACERS, IN SIZES AND CONFI 6URATI OMS INDICATED, pmw P. EDGE MOLDIN65 SHALL CONSIST OF METAL CORNER BEADS, 1-1/4" WITH STANDARD 5/8" CLEAR INSULATIN6 6LA55, WHITWITH NEOPRENE AND STAINLESS STEEL COMPRESSION JOINTTS,S, OOR, WHERE WHITE E. WASTE AND VENT PIPINAI STANDARD WEIGHT CAST IRON '� MINIMUM WING, AND OASING BEADS, SIMILAR TO "US6 DURABEAD" ALUMINUM INSECT SCREENS Wi TH FIBERr LAS5 CHARCOAL MESH. WINDOWS R, ITI �j, AND "USG NUMBER 200" TRIM SHALL BE FACTORY PRIMED ON EXTERIOR AND INTERIOR ALLOWED 0Y CODE, SCHEDULE 40 OR HEAVIER AOR PVC, PLASTID PIPE. Ny E. WHERE GYPSUM BOARD I5 RUN OVER EXISTING SURFACES, LAMINATE EXTERIOR WOOD TRIM SHALL 5/4 KILN DRIED WHITE PINE. (PROVIDE SHOULDER TYPE FI TTI N65 ON WASTE FPIPING) . � r rV F. FIXTURES SHALL BE PURCHASED UNDER A CASH ALLOWANCE, BOARD TO SUCH SURFACES WITH APPROVED ADHESIVE. 11,0 FINISHES 6. PROVIDE FROST-PROOF H05E WEBB A5 DIRECTED BY OWNER 0=4F. METAL ED6E BEADS SHALL BE TIGHTLY INSTALLED, WITH ARI55E5 �- NEATLY AND CAREFULLY FORMED AND MITERED SOAPS SHALL BE H MODIFY EXISTING HOT WATER HEATIN6 SYSTEM, ( INCLUDIN6 y RUN IN ONE LENGTH, WITHOUT INTERMEDIATE JOINTS. 11 I . CERAMIC TILE: OIL-FIRED BOILER AND BURNER, BREECHING, PIPING, A. CERAMIC TILE WORK SHALL COMPLY WITH "TGA HIANDBOOK. FOR ry C. 6YPSUM BOARD SHALL BE PROPERLY TAPED AND COMPOUNDED WITH VALVES AND FITTINGS, CONTROLS, CIRCULATOR PUMPS, EXPANSION TANK, ✓_ �y000 CERAMIC TILE INSTALLATION " "U56 READY MIXED SPACKLING COMPOUND" , FINISHED SMOOTH AND B. CERAMIC TILE MAY BE PURCHASED BY THE OWNER AND INSTALLED HYDRONIG TERMINALS, AND OTHER NECESSARY ITEMS) TO ACCOMODATE LL READY FOR PAINTING, L^ r F ' H SURFACES ARRISES CLEASHARAT LEAST THREE ( 1) FLOOR TILE, UN6LAZED PORCELAIN CERAMIC, MOSAICS I . PROVIDE ADDITIONAL TACO 007 CIRCULATOR FOR NEW ZONE ABOVE 6ARA6E. SOICOMPOUND SHALL ONSBE PPLIED, LEAVING A SMOOTH SURFACE READY (2) WALL TILE: 6LAZED CERAMIC, �� WALL TILE J. PROVIDE HEAT-LO55 CALCULATIONS FOR NEWLY HEATED SPACES ti r ,m G FLOOR TILE SHALL BE SET WITH LATEX PORTLAND CEMENT IN ACCORDANCE WITH NY STATE ENERGY CODE, AND REVIEW f SUCCESSIVE FOR PAINTING OR OTHER FINISH MORTAR ON CEMENTIGIOU5 UNDERLAYMENT ( IE:DUROGK) IN PROPOSED LAYOUT WITH ARCHITECT PRIOR TO THE START OF WORK. Adlk V1 I . JOINTS BETWEEN OEMENTICIOUS BACKER UNITS SHALL BE TREATED IR WITH LATEX GEMENT MORTAR AND "DUROCK INTL-RIOR TAPE. " ACCORDANCE WITH: "TOA: F113" . '�' r 1 D. WALL TILE SHALL BE- SET WITH LATEX PORTLAND CEMENT K. HYDRONIC TERMINALS: "SIZE 2"N FINE/LINE BO SERIES BASEBOARD, ' I�1 MORTAR ON GEMENTIGIOUS BACKER UNITS ( "CBU" , ANSI AI18.11) L. HYDRONIG PIPING UP TO SIZE 2" IPS: COPPER, ASTM: 888, TYPE L, � ;'� ~ r 1 7.0 THERMAL AND MOISTURE PROTECTION IN ACCORDANCE WITH: "TGA: W244" . WITH WROUGHT COPPER SOLDER FITTINGS, SOLDIER AI R JOINTS SHALL BE I� y ;ir I� E. TILE JOINT LINES SHALL AL16N ON ALL SURFACES, AND ALL SOLDERED WITH 115/5 TIN/ANTIMONY ACCOMPANYING TRIM PIECES SHALL BE PROPERLY INSTALLED. M. FIFE INSULATION: INSULATE HEATING AND DOMESTIC HOT WATER PIPING ~ ~ 7 1 THERMAL INSULATION: C7 C A. BATT TYPE INSULATION HIGH DENSITY, SPUN FIBER6LA55 INSULATION, F. 6ROUT FLOOR TILE WITH NON-5TAININ6 NATURAL 6RAY WITH KRAPT-FADED 5AGKIN6 AND FASTENIN6 LAPS GOMPLYIN6 WITH LATEX/PORTLAND CEMENT GROUT, AND PR07EGT WITH PLASTIC WITH 1 " THICK LA55 FIBER P[PE INSULATION KITH "AP" VAPOR , A57M 0665, TYPE II , CLASS O; WIDTH5 TO MATCH SPACING OF FRAMING, AS VAPOR BARRIER FOR TWENTY-FOUR (24) HOURS. CARRIER JACKET, WITH SEALED JOINTS. FITTINGS SHALL HAVE MOLDED FOLLOWS, UNLESS OTHERWISE IND1GATE6. GROUT WALL TILE WITH WHITE LATEX/PORTLAND GEMENT GROUT. N. PROVVID D: CLAI FIBER INSULATION WITH PROPER WRAPPING AND VINYL SHIELDS ,SEO ARC ( 1) AT NEW EXTERIOR WALL5 R 15, 3-1/2"THICK. E NECESSARY FLASHING AND SEALS, R (2) ABOVE GYP BOARD rEILIN65 AT NEW CONSTRUCTION: R:22, 6 1/2" 7H 1.2. PAINTING: O. INSTALLATION AND WORKMANSHIP. 4,x\5 e�� a cea°aH/r<1 (3) BETWEEN JOISTS ABOVE NEW CRAWL SPADE. R:22, 6 1/2" THICK WITHA. THE ENTIRE WORK AREA SHALL CE PREPARED AND PAINTED UNDER ( I) THE ENTIRE SYSTEM MUST BE INSTALLED TO PROVIDE O� VAPOR BARRIER ON UPPER SIDE THIS CONTRACT PAINTIN6 SHALL BE 6ENERALLYY THREE GOAT5 ON FOR EFFICIENT AND NOISELESS FLOW WITH PROPER 5. INSULATION SHALL BE INSTALLED WITH VAPOR BARRIER TOWARD THE UNPAINTED SURFACES, AND TWO GOATS ON PREVIOUSLY PAINTED OR PROVISIONS FOR MAINTENANCE, DRAINAGE, EXPANSION AND - WARM OR HEATED 51VE OF THE CONSTRUCTION. PRIMED 5URFACE5. PAINT SHALL BE V.O G. OOHFLYIN6 BENJAMIN MOORE CONTRACTION, AND FIREETOPPIN6. O. WHERE PIPING IS IN57ALLEP ADJACENT TO OR WITHIN EXTERIOR WALLS, LATEX FLAT, EGGSHELL AND SATIN FINISHES IN COLORS AS SELECTED 5Y (2) PIFIN6, FIXTURES, AND EQUIPMENT SHALL BE INSTALLED 1pk- MAKE SURE THAT INSULATION I5 BETWEEN SUCH PIPIN6 AND EXTERIOR ARCHITECT. 50 THAT THEY MAY BE PROPERLY MAINTAINED AND WALLS. B. WATER STAINS AND OTHER STAINS REQUIRIN6 SEA-IN6 SHALL BE SERVICED WITHOUT DI5GONNE07IN6 OR SHUTDOWN OF OTHER OF NE`N TREATED WITH A V O.G. COMPLIANT SEALER 5IML'LAR TO MOORE'5 "OD-30. " COMPONENTS, AND IN STRICT ACCORDANCE WITH 7.2 ROOFING G. EXISTIN6 SURFACES SHALL BE PROPERLY PATCHED AND SANDED PRIOR MANUFACTURERS' REQUIREMENTS. A. REMOVE ROOFIN6 AT EXI5TIN6 CONSTRUCTION AND INSTALL TO START OF PAINTING AND NEW WORK SHALL BE PROPERLY 5ANDED (5) PIFIN6 SHALL BE RUN 6ENERALLY LEVEL AND FREE- OF MIDWEI6HT DIMENSIONAL FI5ER6LA55 ASPHALT 5HIN6LES PRIOR, ESPECIALLY CORNER BEADS, ETC, TO REMOVE EXCESS JOINT TRAPS, AND UNNECESSARY BENDS, ARRANGED TO "6AF ORIGINAL TIMBERLINE " 50 YEAR WARRANTY, COLOR AS SELECTED COMPOUND, MA5K ALL HARDWARE, ELECTRICAL DEVICES, AND GON70RH TO THE BUILDIN6'5 REQUIREMENTS BY ARCHITECT, AT MEW AND OLD CONSTRUCTION. PREFINISHED ITEMS TO PREVENT DAMAGE DURIN6 PAINTIN6 OPERATIONS (4) PIPIN6 IN FINISHED SPACES SHALL RUN CONCEALED IN WALL5 B. IN57ALL ROOFING MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'5 AND PARTITIONS WHEN IN57ALLIN6 SUCH PIPIN6, MAINTAIN SUSAN B. DIRECTIONS AND PROVIDE NECEEARY COMPONENTS INCLUDIN6 FLA5HIN65, 10 0 SPECIALTIES ADEQUATE SPAGE FOR FINISHED CONSTRUCTION (5) FIXTURES SHALL BE INSTALLED IN EXAOT POSITIONS GARDNER, TERMINATIONS, PROPER VENTILATION, ETC. 10. 1 A6CE550RIE5: INDICATED ON DRAWINGS, IN 5TRIG7 ACCORDANCE WITH ARCHITECT A. TOILET ACCESSORIES SHALL BE PURCHASED BY THE OWNER MANUFACTURERS' DIRECTIONS, AND WITH CAREFUL ATTENTION 020 BUCCA®W AY 7.3 WATERPROOFIN6 AND DAMPROOFIN6. OR PROVIDED UNDER A "GASH ALLOWANGE" ,AND IN45TALLEI7 AS TO DIMENSIONS OF FINISHED 5URFA6ES. PROVIDE NECESSARY NEW Idomm, rud 90090 A. WATERPROOF THE EXTERIOR OF FOUNDATION WALLS WITH A GOLD NECE55ARY, IN ACCORDANCE WITH MANUFACTURERS' BLOCKIN6, REINFORCIN6 AND BRACKETS A5 NECESSARY TO M-777.9600 APPLIED LIQUID MEMBRANE SIMILAR TO: PECORA DURAMEM V-500" OR RECOMMENDATIONSPROPERLY SUPPORT FIXTURES °5ONNEBORN HYDROCIDE LIQUID MEMBRANE . FIXTURES. 5000" , APPLIED IN STRICT M=079=2900 FAM ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B OL05ET ACCESSORIES. (b) PIPIN6 FROJEO7IN6 THROU6H FINISHED SURFACES SHALL HAVE B. PROPERLY PROTECT WATERPROOFING AGAINST TEARI N6 OR ABRASION, HAN6 RODS: I " WOOD RODS. METAL ESCUTCHEONS SECURED TO THE PIPIN6. ESPECIALLY DURIN6 BACKFILLING OPERATIONS. SHELVIN6 WOOD HAT SHELF, EACH CLOSET (7) PROVIDE ACCF55 DOORS FOR FINISHED CONSTRUCTION WHERE NECESSARY FOR ACCE55 TO VALVES, GLEANOUTE, ETC. b 0 DOORS, WINDOWS AND HARDWARE 11 .0, 12.0, 15.0 AND 14.0 NOT USED 6. 1 DOORS AND HARDWARE A. NEW DOORS SHALL BE OF WHITE PINE OR POPLAR, MATCHIN6 EXISTING 6 PANEL DOORS. DOORS SHALL BE PROPERLY HUNG, WITH HARDWARE PREPARATIONS ADJUSTED AND DOORS TRIMMED TO FIT, PROVIDE OAK SADDLES AND WEATHER5TRIPPIN6 AS REQUIRED B HARDWARE SHALL BE PURCHASED UNDER A CASH ALLOWANCE AND INSTALLED PER MANUFACTURERS' DIRECTIONS, AND SHALL BE REVISIONS ADJUSTED FOR PROPER OPERATION. MARCH 17, 2000 8.2 5LIDIN6 PATIO DOORS: ISSUE DATE 0 A. WHERE INDICATED, REPLACE EX157IN6 5LIDIN6 DOOR WITH "ANDERSEN FRENCHWOOD GLIDING PATIO DOOR, " IN STANDARD GONFIGUATION, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S IN57RUCTION5. SPECIFICATIONS w b 3 5E6710NAL OVERHEAD 6ARA6E DOORS: (CONT'R) ~ A. SOUTH FACING DOOR. WAYNE-DALTON MODEL 300 WOOD STILE AND C) RAIL PANEL DOOR WITH TOP ROW OF 6LA55 LITEE, OR EQUAL. - PROVIDE COTTON WEA7HERSEAL, LOCK, AND I/3 H P AUTOMATIC CLOSER. o PROVIDE SHOP DRAWIN65 FOR APPROVAL PRIOR TO INSTALLATION. a B. NORTH FACIN6 DOOR: "DESIGNER DOORS VINTAGE STYLE PANEL DOOR" PRE51PFNTIAL SERIES, PRE-PRIMED, INSTALLED BY MANUFACTURER. PROVIDE BOTTOM WEATHER5EAL, LOOK, AND 1/2 H P. AUTOMATIC CLOSER PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION. PE516NER DOOR SHALL BE PROVIDED UNDER A "GASH ALLOWANCE " PIP 1 ® e) CDc } 0 U O _. - L11I jJ - -- - - -- - IIII I pw ✓_ Am moo 'I EXISTING DECK ABOVE III �� C 1..1 N —17 ,1 Ll J.-- -- 1 ��-L - - -- - - I -- - - --�I e "" m" I To—_ — EG ASTE j III j–— — ✓ I� I TIF-XIS r. r ✓� m L L II . IIII _ _ II AW p" rr r IIII -- ----.—.– III j 2X8 16" O. G. ` I I, IIII –.----.-- MODIFY L A961 Excl r 1 M � - -- III 1111 II ° EX6 BEAM 3o o O1 L -.-._ - — L 1535 y III 2X 16" O I – — ---- -- J i OF NEN ... ..... .. SUSAN R. L� GARDNER, Z' m — —— — ARCHITECT III EXISTING BASEMENT NEW UNDER6,ROUN SERVICE �°�® RIIB®A®RYAS( — — HI ]Y®MES, M-d WOE® ryL -- ----- TO EXISTING (PANEL 222.77741600 ------------ .: -; ; – ---._- M-970-2090 1 ARI (2) -2x8 ------ . . ----_• I I I 8"X GONG IE TO 3' -6" MIN. LOW GRADE TYP.) —.--- ': -O" X 21 - " X 1 ' -O CONCRETE __- OOTINr, ( F. gxa 16" PICAL _ REVISIONS I ''!. I �.�` � MARCH 17, 2000 :Ttc ISSUE DATE CD NEW 4" GONG SLAB io FOiJI�11ATI0\ PLAN r - - " PLANFOUN w +�• I '. I _ 24,_6" 6" 6- P 1 6" FOOTINEA �N6N6 BL06KOPOUNDTE(TYP) T6 ol-j � II Cy+ - - �1 9 4 � a � � f /.✓ ..' svJ'. NEW 5/4 X 4 REPAIR EXISTf N6 DECK 6 STAIR WITH 5/4 X 4 MAHOGANY AND RAIL TO MATCH NEW MAH06ANY Tl L I4 DECK ~ ^: r rr Oak Awk p=4 rr N N � OMNI ti NEW "ANDERSEN FRENCH GLIDING DOOR" WDH5216 m~ lw EXI5TIN6 BEDROOM #1 EXISTING BATHROOM EXI5TIN6 DININ6 AREA IANK 4wI T NEW MAH06ANY DECK .w,. ) ' ,A ISIAft omm •r4n !�((. �I F EX STING KITCHEN r "' v `^ F r NEW WOOD �--�-• ANK Aftf b FLOORIN6 (3) WDH2824 rlllt^ � ISI 7 Aw REM. CLOS. PATCH FLR. go MW w v4w �ERED AR0 NEW WOOD FLOOR N6 (S) WDH2624 EXISTING LI'VIN6 ROOM NEW WOOD .T NEW MAH06ANY STEPS N I `tom �535� y0 FLOORIN6 Wv F NE`N NEW WOOD EQUAL EQUAL T FLOOR N6 n ^ m U1N SUSAN B. GARINYER, g•-0• ARCHITECT 020 OBB&0A®W AY EXI5TIN6 BEDROOM #2 EXI5TIN6 BEDROOM #3 NEW VC611M, Fid( 00110 FJ REMOVE D OR (2) 1-1 /2 LV M-7774400 _r'.p,xf :x -co,:: r ;:lir}' _ a _ 2 2 X 10 °�Q°�'0`�9^°�9�1® Q�A}S WDH2824 ( 2) WDH2824 WDH2&24 (2) WDH2H24 HDR '+' " .—.—.__ 6'-0' If P ROLL-UP DOR WOOD FLR. ® 8 ;) 2 DECK AND S A R O BE FREMOVE- STOOP -- ,i11-u. ill � L . fAll, RAIL THIS SIDE VERIFIED W RG IN FIELD 5TRIN6ER 30 x80 / ----------------- W6L 3228 �' NE 11IIR DN. ,S. NEW ENTRY DRAIL THIS SIDE (2) 24"x O'q, c REVISIONS MARCH 1 -7, 2000 i' ISSUE DATE CD NEW 6ARA6E FIRST FLOOR PLAN NEW PORCH � FIRST FLOOR w PLAN a '1/4",'1,•x" ALI6N W/ c o DORMER ABV. sl ;r ca T CD $ p 24'-6^ u 5 m s'� THERMAERMA-TRU DO R fi (2) 8' -O"W X 7' -O"H ROLL-UP POOR - u F05T - - - - - OO 1'-3' 1'-3' Pam ^, r ✓: � � C Pi. Adr ^ � pm � ow wr 'iris+ 1 FEW ,rte Aft fo % REPLACE EXI5T ROOF SHIN6LE5 WI� r , TO MATCH NEW- TYPICAL ' Z: ~ ^ -*� 2-^ PAZ RED ARC B CARO tr N � ; y0� V OF NEE S m ^' SUSAN B. GARDNER, ARCHITECT 020 oBMCADDWA'Y RELY YOm, N'Y 90®90 (2) WDH2524 M-7774,600 M-978-2990 PAM ail 1 1 1 1 1 1 1 III I I �� 12 RAILING 6 HANDRAIL NCOV FLOOr 1 2 I I x O REVISIONS p" MARCH 11, 2000 c SIVDY_ i I55UE DATE NEI IcLIGHT RMS NEW ATH d E- NFO TO -71 1 NODE NPH1614 5 a (2) WDH2420 4 T F9 PLAN SECOND FLOOR m SECOND FLOOR PLANj FBF 'G 'TU8 SHOW. 1 � I I � I AL �JV i I ;il L7 1 I I 0 d OO --- W pmo r� 1 f moo Ak � I� N WO vt Ak `NW REPLAGE EXIST ROOF SHINGLES ~ TO MATCH NEW- TYPICAL � rw � II F, OwE"rr � ✓� Aw Aft /1 w W L LI � -4IIt �^ � I� F� v r I I ,�ERED ARC 6 G^RON /�� n OF NEN I --—————————————————- II SUSAN B. II II II II II II II III II II GARDNER, I IL Li_u_�LLLi—u__u_LL�i= I I I ARCHITECT &"GALVANIZED 1/2 ROUND &UTTER 920 11ROA®WAY d DOWN5POUT- TYPICAL Him b'0116m, Fib' 90090 2TS-775'^4400 M-030=2000 WADY IL - A IL - I � II T1 NEW ROOF PITCH DOWN II I I NEW ROOF NEW ROOF L{ Jl PITCH DOWN PITCH DOWN 11E 12: 12 12: 12 � I i 11 11 I II REVISIONS II MARCH 19, 2000 T T ISSUE DATE a l II II ROOF ROOF PLAN PLAN I Ii � IIi pu U Y 0 U W ^ r , fowC ow C r� Z^ � 1iy v AW Amk '"W � h•N � Op- PON r F, O E., CONT. RIDGE VENT �; •. Ak ;rqw F � � j 12 -- 12 r r 1 .� 12 D �12 . 7 '�� � .. � lmwREPLACE EXI5T ROOF 5HIN6LE5 TO MATCH NEW- TYPICAL i 4F-RED qRO \h yid B G2R�NNm/J,� REPAIR EXISTING TRIM NEW &UTTERS $ LEADERS (TYP.) a rt ONT.SOFF I !� ® ® — VENT-. (TVP)OV<<SHU7T-ERS-(TY-P ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ OF /`N'SEryW _ -- ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ __1 SUSAN B. i; ',� ji, cA y riN�SHiusL _ GARDNER, 1111 - - MI � � � � L � � P � n ARCHITECT `----------� - 020 Bffi®A➢DW Alf - NEW YGIR S, N4( IlIl0Il0 2Il%-7Y7-Il9400 NIl%=Il7Il-2000 IF AM CEDAR SHIN6LE5; 5" EXPOSURE 0 REVISIONS MARCH 11, 2000 ISSUE DATE c NORTH w NORTH ELEVATION ELEVATION U Q z 7/4"•T-0" a AL 0 U O W r f MO Aft C PMh AW pol- i M r•I w - '"W [.r Ak /1 ,m r DD 12 12 -0� No � IrNO tEpED ARC / n r OF NEW - ❑❑ f P v _ SUSAN D. _ J GARDNER, ARCHITECT 920 MMOAMWAY NEW YOMM, Fitt IlGG4G I; --------------------- ----------------—------------------------- o REV1510N5 MARCH 1 .7, 2000 ISSUE DATE EAST w EAST ELEVATION ELEVATION U Q c 7/4"•1'•0" z c ® C) r a U � r fOEM� MWAlk CPW l__l � � � Zz ImW tow Poo � r MW 'M' ✓~ � rJEW w f rr Al `"W r l i i ® ® --- -� REPLACE EXITT POOP 5HIN6LE5 TO MATCH NEW- IYPICAL SERED Apo, 0 GARpN P/rte n� rt n 7555 OF NEw ❑ l 1v — AS LI IIc�I THI � I—I SUSAN B. - NEW RAIL (TYP. ) GARDNER, ARCHITECT _ NEW VOIRM, Md 9080 II I - - - - _ - - - - - - - - - - - - - - _ ML - - M-377=964®® ❑❑❑� �� NEW EGK i M-979.209® lFAT, PAS EXI�9'TDECK ❑� AV �� REP XT T. 5TAIR �� � A I c — ---- -------- — — ---- - - ---- REVISION5 MARCH 11, 2000 - I55UE DATE EXISTING DEC!( SOUTH NEW DECK SOUTH rLTYATIOP' CLCVATION U r Am '10 0 U 0 r ti ; r � OEM % !i � •.w ANK r '"w pop- P" F � F / 12 12 12 �12 �EREo ARc G\y y'N B CAk�N�YjT�C, __ -------------__ T C yQQ- ® ® F NE`N SUSAN B. _ GARDNER, ARCHITECT 920 FiEW 1Y0➢6aS, 4��(�fI0090 282.777-94400 ' 24S-879-2000 PAM \ems HI ------------------------------------------ - ------------ --------------- w c — REVI510N5 MARCH 11, 2000 a ISSUE DATE W WEST ELEVATION WEST W ELEVATION P 1 All 0 U Q r MR MR rr ,,Mk , lmw t-+ MO Ask .. qw MR IWal mo Amk mo Or MRr ~ � F, OC F, % -49001 JEW j 'mw CONT. RIDGE VENT /NTRIDGE VENT A V1 - - - 'mw r l .. ti In ❑ O O C C 'I�.���A ❑ � ����,o g'lER eDcAREH _ [Ell R-22 PIBER6LA55 GENT.SOFFI BATT IN5UL6LA55 VENT SOFFI o I - BATT INSLL G VENT 2x V6 O G NEW STUDY a 2K NEW STUDY s � 2X12 16A' O.G GEILIN 5/a" F.G. WALL ( EXIST. L.R. 5/8" TYPE x 6YP. B . (2) S X 4 ❑ I OF NE F I RESTOPP IN6 _ FOLLOWS NEW 6ARA6E FI RESTOPVEL- �/ ❑ BEYOND) IN 6ARME - STRINGER - _ ® FL LEVEL ® FL LEVEL -� __ — — TO FLOOR -- - -P BET. JOISTS BET JOISTS I 4 MAX. SPACE" b ABOVE ❑❑ — I d MAX. SP' -P' ' HORI Z. SPACE ..... —._ _ HORIZ. SPACE - - - — ❑❑❑❑❑ ® u5/a" F.O. GARDSUSAR. rlvERSIDE ❑❑❑❑❑ GAR111YER, NEw ' NEw – of STAIR ARCHITECT ENTRY �- ❑ R 15 INS L ( P - .—. ENTRY ❑❑❑❑❑ O°�® CBIIE4DAIm�YATf - - - - __ — 90090 T 920 1MOADC, A - -- --- ------ 212,777,16110 ❑❑❑❑❑ r-_�_; GEMENT PAR6E R-22 TAF. _�__�__ - ___ ❑❑❑❑ R-22 TYP. t � ; FOUNDATION (T(P. ) _ _ Hill _ 2IlI=010=2000 WAK NEW 4" GONG. SLAB - GERAWL 4" GONG. SLAB - CRAWL io W/ WELDED WIRE MESH io SPACE - W/ WELDED WIRE MESH I SPAGE io -3" GONG, SLA i io 3" GONG. SL - NEW REINF GONG NEW REINF GONG I__---___ _______ ________ _ __! FT6 4 FOUNDATION FT6 4 FOUNDATION (2) # 4 BARS CONT. ( TYP ) (2) # 4 BARS CONT. (TYP. ) REVISIONS MARCH 17, 2000 ISSUE DATE a v SECTIONS U 1 SECTION *,:C—AL11 ",,ION 2SCALE: 1/4" • 1'-0" E: 1/4" • t'-O" a A 0 U O W h �jo C ✓ Aw Mk C om, r, Egg ED ARC, MA,,GA,, PV O -------------- OF NES -------------- -------------- SUSAN B. -------------- -------- __ GARDNER, -- -- - - - — - - - - - - — ARCHITECT 020 WROAMWASI NEW ➢omm, N'Y 90090 — 914 -'377-2600 io BCRAHLEYONDSPAGE — j M-0`79.2 90 PARC I I n _____-______-___ 1 S1XTIOP' eA13 SECTION A•13 SCALE: 1/4" • 1'-0" SCALE: 1/4" • 1'-0" REVISIONS MARCH 17, 2000 ISSUE DATE c w SECTIONS U Amt 510 CD0 U 0