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HomeMy WebLinkAbout20571-z f FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-21106 Date OCTOBER 23, 1992 THIS CERTIFIES that the building ACCESSORY Location of Property 1075 NEW SUFFOLK RD. CUTCHOGUE N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 109 Block 7 Lot 5.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 13, 1992 pursuant to which Building Permit No. 20571-Z dated APRIL 21, 1992 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 NON-HABITABLE ACCESSORY GARAGE WITH STORAGE AS APPLIED FOR The certificate is issued to MARK RICKABAUGH (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-253720 - OCTOBER 15, 1992 PLUMBERS CERTIFICATION DATED - N/A uil ing Inspector Rev. 1/81 YQRK NO. s TOWN OF SOU<T"OLD. BUILDINNO DEPARTM914T TOWN MALL" $0UTM6LD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N2N° 20571Z Date ....`lip 19.05z- Permissiovn~isher"~yg~ran/ted'to/:- ~ r ui9GG .....f Y.... ~z Grp' . to .....G.~""" J Qe - at premises located at . ...Ql.rt . v.....~......................................... r County Tax Map No. 1000 Section Block Lot No....'`~..!z........ pursuant to application dated 19.c;.;.?-and approved by the L,)eltf Inspector. Fee Ao/wz Bu g Inspector Rev. 6/30/80 f Form No, 6 / TOWN OF SOUTHOLD 6L000 • FOR W!1 _T# aosl Z BUILDING DEPARTMENT " TOWN HALL 765-1802 `t'T 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: Final survey of property with accurate location of all buildings, property lines, / streets, and unusual natural or topographic features. N 42. Final Approval from Health Dept, of water supply and sewerage-disposal(S-9 form). (,.3-. Approval of electrical installation from Board of Fire Underwriters. ~1/1'4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 19 lead. V16 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. Nr~6. Submit Planning Board Approval of completed site plan requirements. 3. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. -Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Fames ?1 Certificate of Occupancy - New dwelling $25.00, Additions to dwellin Alterations to dwelling $25.00, Swimming pool $25.00, ccessory buildin Additions to accessor buildin g $25.00, y g . Businesses $50-0U - _ 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 X Date : ao :tea :w Construction... Old Or Pre-existing Building, nation of Property;,In 15,,,, (~)~11) U~ pL.K ~Q)Arj House No. 1 • T~~~' • • • • . Street Hamlet wer or Owners of Property .....Mb:..~~4 J?„ unty Tax Map No 1000, Section ....Block..., .••.Lot.....5,1 ~)diviaion...........N .Filed MaP............ Lot 'nit No ................Date Of Permit...... ..........Applicant....... 11th Dept. Approval ..Underwriters Approval......................... inning Board Approval.......... uest for: Temporary Certificate........... Final Certicate.... Submitted: $....~~~j:~ ...•PLICANT..........~.~.. cc~ ~alJo~ c IZLD ~ID,;:., j~ tNi~ 7 . ! 2- a v l H H ~(y eOUtIDATIO^! (1st) Y'~ c FOUNDATION (2nd) rmr 2. ? !d p~ z 0 ROUGH FRAME & ~y? PLUMBING 3. m m INSULATION PER N. Y. STATE ENERGY CODE 4. O I _J ~ l FINAL ADDITI IAL COMMENTS: m S v: ro H O _ T - r _ H v m H THE NEW YORK BOARD OF FIRE UNDERWRITERS 1>ArI I. 10010'Y i BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NEW YORK 10038 Date OCTOBER 15,1992 Application No. on file 7{)270392192 N 253720 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of RTCKAUAUGH, 1075 NEW WFFOTX Rl),, CUTCHOGUEr N.Y, p~ in thefollowing locationI ? Basement ? Ist Fl. 91 2nd FL (TAR/OIIT 8I wasexaminedon OCTOBER 09,1997. Section Bloch Lot and found to be in compliance with therequirentents of this Board. FIXTURE ORT ECEPIII111 SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUST FANS OUTLETS INCANDESCENT PLXTURENi OTHER AMT. K W. AMT K W. AMT. KW. AMT K W AMT. H P. 7 9 6 7 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REI TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K. W. nil H. P GAS H. P AMT NO A W. G q,qi, pMP AMT AMPS TRANS. qMi H P SYSTEMS NO. OF FEET AMT. WATTS SERVICE DISCONNECT NO, OF METER S E R V I C E AMT. AMP TYPE EQUIP. 102W 1.93W 303W 304W NO. Op ER eCOND A W G. NO OF HI- OF CG COND. LEG OF AWG H LEG NO OF NEUTRALS OF . NEW G. UTRAL OTHER APPARATUS: PANEGBOA.RDS11-2 CIV 100 G. F. C. 1;,-3 G & I CONTRACTOR I. I:C.57p_E BOX 215 SOUTHOGD, NY, 71971 GENERAL MANAp 1.1 Per This certificate must not be altered in any manner; return to the, office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. WARD ASSOCIATES, P.C. October 19, 1992 Thomas Fisher, Building Inspector I Town of Southold Building Department'' Town Hall, Main Road Southold, New York 11971 Re: Request for C.O., Storage Building Rickabaugh Residence, Cutchogue Bldg. Permit # 20571-Z Dear Mr. Fisher: Enclosed please find an application for certificate of occupancy for the Rickabaugh residence storage building, a survey, a copy of the electrical underwriters certificate, and a check for $25. Please have a certificate of occupancy issued to mark Rickabaugh, 1075 New Suffolk Road, Cutchogue, New York. Thank you for your attention. Very truly yours, Richard G. Ward, RLA cc: Mark Rickabaugh Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716.516 •563 .4800 • FAX 516 •563 •4807 aas-2 1-:R: WARD ASSOCIATES, P.C. 1 ~t~~} August 10, 1992 AUG 3 i Thomas Fisher, Building Inspector Town of Southold Town Hall, Main Road Southold, New York 11971 Re: Framing Change Rickabaugh Garage Storage Addition Cutchogue, New York Dear Mr. Fisher: Ward Associates, P.C. has approved the collar tie change from 16" centers for the roof framing to four foot centers with bolted fasteners. Thank you for your attention. Very truly yours, awrence Feeley, Jr. Architect Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.Y. 11716 •516 •563 •4800 • FAX 516 •563 .4807 WARD ASSOCIATES, RC. June 16, 1992 Thomas Fisher, Building Inspector Town of Southold Building Department Town Hall, Main Road Southold, New York 11971 Re: Foundation Survey Rickabaugh Garage/Storage Building Cutchogue, New York Dear Tom: Enclosed please find a copy of the as built foundation survey for the Rickabaugh garage/storage building, an assessory structure. The framing is proceeding at this time, and we expect the building to be complete within the next 30 days. Thank you for your attention. Very truly yours, Richard G. Ward, RLA JUN 1 7 r,'92 Landscape Architects, Architects, Engineers 1500 Lakeland Avenue, Bohemia, N.V. 11716 9 516 •563 •4800 • FAX 516 •563 •4807 LU FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL Date APRIL 20,...,,1992... To RZQHAU.Q, .WABR .RLA.4/.G ,IrXNNg ,RICKABAUGH & ANO 1500 LAKELAND AVENUE BOHEMIA, NY 11716 PLEASE TAKE NOTICE that your application dated APRIL 13, .................1992... for permit to CONSTRUCT AN ACCESSORY GARAGE at Location of Property House No.,1075 NEW SUFFOLK ROAD CUTCHOGUE . Sheet Ham/et County Tax Map No. 1000 Section . , , ,109 , , , , , Block Lot 5.1 Subdivision Filed Map No. Lot No. is returned herewith and disapproved on the following grounds UNDER ARTICLE III A SECTION 100-30 A. 4, 100-33A PROPOSED CONSTRUCTION WILL EXCEED 18 FEET PERMITTED HEIGHT. ,,,,,,,,,ACTION REQUIRED BY THE ZONING BOARD OF APPEALS $ifild' Inspec~0 RV 1/80 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN IULATION FRAMING [ FINAL REMARKS: L DATE ~D"j ? INSPECTOR / M-1802 BUILDING DEPT.' - li INSPECTION 5~(-oez [ ] FOUNDATION 1ST [ ] ROUGH PLBG. =IRtA 2ND INSULATION [ ] FINAL REMARKS: - 12- Wati60~~v~s DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ NAL REMARKS: t DAT v INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL REMARKS: o, '47121'742~- ~ ac DATE INSPECTO ` M-1802 BUILDING DEPT. INSPECTION I FOUNDATION 1ST ROUGH PL [ ] f ] BG. [ ] FOUNDATION 2ND [ ] INSULATION MING [ ] FINAL REMARKS-. 20~ Ile DATE 2-- INSPECTOR / 4 BOARD OL HEA1.1it . 1\4/yX 2 fit f2 •FORMNO. 1 3 SGT'S OF PLANS O M L5 lJ L5 U SURVEY X Y I] TOWN OF SOUTHOLD CnECY. Y- 0 BUILDING DEPAIIIMEN"r SEPTIC FORM - - - - A. - • • AM 14 ' 1OWN HALL 0OUTHOLD, N.Y. 11971 NOTIFY TEL.: 705.1802 CALL 'M AP-0 . • . . BLDG. DEPT. MAIL T o : wAF,\D AsSCC A 5 T NOF SOU OLD anned . :m I~jDa LjsKF;ltJC~ /~V 7-f FS~I~1 M)A-,N• 1'. Il 1!4 rproved 19f.9 Permit No.. sapproved a/c . ~~~9 2 , , . 2~ ( ildin n ec or) APPLICATION FO BUILDING PERMIT Date 19 !-).Q INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 s of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- Wn. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit ill be kept on the premises available for inspection tluoughout (lie work. e. No building shall be occupied..or used in whole or in part for any purpose whatever until a Certificate of Occupancy M have been granted by the Building Inspector. APPLICATION IS IIEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the ilding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or gulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described, e applicant agrees to comply with all applicable laws, ordinanc adding code, housing code, and regulations, and to mit authorized inspectors on premises and in building for necessary in p tior (~rn~p of )plicant, or name, if a corporation) cXi~ r C S , PG . ~G1~ClV (Mailing address of applicant) !e4EM1A I ~j , y I I I / G-D ate whether applicant is. owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. line of owner of premises N~t~ F CC Kf~ iN sift . (as oil the tax roll or latest deed) applica nt i a orporati n, s Ana ire o duly utho •i ed oflic (Name and title of corporate officer) ALL CONTRACTOR'S MUST,BE SUFFOLK COUNTY LICENSED Builder's License No . Plumber's License No . . . . . . . . . . . . . . . . . . . . . . Electrician's License No . Other Trade's License No . Location of land on which proposed work will be done . V House Number Street Hamlet County Tax Map No. 1000 Se~u,lion U~."D) Bloch, - Lot ....IS. 1 .1.......... . Subdivision t# Filed Ni;ip No. Lot . (N:une) tate existing use and occupancy of premises and intended use and occupancy of proposed construction: c ~Q - 'R1~1~11~ iIS~ J,i15~ A6QllilNll,B~? , e , , : , , , T r n, r , , : r : /t , . , : i r , e : , s e , : i , , I : ; , : t e : s ! • • . • . • , ntended use and occupancy r y' Nature of work (check which applicable): New Building X'..... Addition Alteration Repair Removal Demolition Other Work (Description) ! Estimated Cost Gt'~6.......I Fee , . (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor . , N l........ . If garage, number of cars ~.W R , (P't), , , , , , , • , If business, commercial or mixed occupancy, specify nature and extent of each type of use N.., . . . Dimensions of existing structures, if any: Front Rear Depth . Height Number of Stories . Dunensions'of same structure with alterations or additions: Front . Rcar Depth Height Numb r of Stories . Dimensions of entire new construction: Front ...cR49..rT•. hear '...llepth Height p4.~. T; Number of Stories , Size of lot: Front © ~7T Rear 1 AQ. TT ! Depth Date of Purchase A , Name of Former Owner i aN C 45~ Zone or use district in which.premises are situated ZSI L?C T t A . Does proposed construction violate any zoning law, ordinance or regulation: N4 . Will lot be regraded NP Will excess fill be removed from premises: Yes No Name of Owner of premises M r klF:-M ? AUG4~ddress . (f-X.TG?~1-~I=_. • Phone No . Name of Architect AAK0 A . , ` G', Address . Xf"..FrR0A . , Phone No. Name of Contractor Address Phone No. . Is this property located within 300 feet of a tidal wetland? *Yes No .x If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAfvI ocate clearly and distinctly all buildings, whether existing or proposed, and, indicate all set-back dimensions from :rty lines. Give street and block number or description according to deed, and show street names and indicate whether or or corner lot. qq. EXIST WD. FR p~~ 7 SHED TO BE REMOVED 9 N 80' .06'-40" E 200-00 r e L.J ~a 4 r' PROIPO--ED 2 STY. O WD. FR GARAGE Y EXIST 2V2 STY I DIULG. 0 ' 3 I I W 9 T 0 a ~j 17 z m a sm•-06'-40" W 200.00 Nor,rH PLOt PLAN rj' I NOTE: IWORMATION FOR THIS DR4WIN'G WAS TAKEN FROM A PROPERTY SURVEY BY SMITH 4 JUNG. FE OF NEW YORK, SS NTY OF . -4_W h NtC•µ~o C' . 0L)Ako being duly sworn, deposes and says that lie is the applicant (Name of mdividuar signing contract) named. the...f (Contractor, agent, corporate officer, etc.) id owner or owners, and is duly authorized to perform or have performed the said work and to make and file this -ation; that all statements contained in this application are true to the best of his knowledge and belief; and that the will be performed in tine nnamner set forth in tine application filed therewith. n to before me this /3. dayof..!!LI~ ..........,199 ry Public, .A~:......... SGt?c~ County . KARIN L STALTEq .2,...... Notary Public, State of New YorU i ' ' ' ' ' ' ' ' • ' ` ' Ne.4973e46 (Signature of applicant) ' - Qualified in Suffolk County """suasion Expires Oopti6r.22.1992 spy co. ~s11 t Nor FINGER W01F OUINTON 0 200.00' / V Z , 06° 40" E• ez op rant o m N. 80~r. no~ii°n' 20./ O N W T O 171 D W 25.9 C 4 rtR A o fir. N ~ \ O ~ horse, SWv m N p f \,e N _ O 0 D N 0 D o 200.00' ~e A~ TERESKO S. 80° 06. 40 W. ESTHER WALTER & NlOIF SURVEY FOR AREA = 24, 000 sq. ft. MARK R/ CKA BA UGH A T CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000- 109- 07- 5.1 Scale. 1"= 30' June 15, 1992 ra 4~Ey~ y S. LIC. NO. 49618 Prepared in accordance with the minimum standards for title surveys as established P S, P. C. by the L.I.A.L.S. and approved and adopted l516i ~F for such use by The New York State Land P. O. Title Association. MAIN ROAD SOUTHOLD, AY. 11971 92-178 I S 32, 7 O~ y ~n -.r Tn r y ~'jl 40 m ei m o a 2C a 2 J\ ?l /Y i ~7~/ m~oi3~aam y"~J 2 +°i 4i~yn'N« n`^ocrn~o~~ o2~~yAa°~ em°-zD~^aa F?MON Zbzrn' T - m m7ta o a .=mm-x t), nm ow ' O~ O A y1~0 T v+ +,Zy`A~2 O oe 2 v'13 4 A ? O a NI F JOHN P HAYOFN $oom2o~ti Z REfFR 1.18fR 6347,CP JJ7 3 i ~ ° o o° m ~ FD MON m ~ y a x NIF JAMES j DAVNt./E NORTON <n y n T i j~ m i r^ a g m REFER L 4499 CP 204 w ~arnmT O Rig m y2M y o z°2ooim~ i FP. A,104 N80°-06`?0"E 1Fi000 FoMON m ~aie~mn° f1 o NIFtIZZIE T. NORTONb!/C4¢99^.Q2GQ Tmm O~Oa p Q. M LLh Q I.,,, aa~mN~ m M N o 2 002 FD-MON ~i w c ' f 'T~ FO•MON ON ® 0 15 / it V o~ ®6 , V 0 ,I C. U" b G • 00 r j m r A O 'N ® yV<~ ab~ a LlIrtlil. X.vW \ b„ N Q y ~ a n Q Z°~VOT2 T O © U nca osa~ c ~J •7'C7C3E ~ _ N Z „ xti ~GMo~b ~ w ~ i x z o m g O a lA . w m- /6 '/0" ti ~ a v V' 2 Jr0')'7 OPoN PORCH 25Wl,,c,D 02e ~arnm c 29!9.. cpv -11 {ZGM6~J 0 Z ~ o m T \1+ o Ka iN - 2iSTY•FR 2 Z. m i~ N .30'6 bmc ~cA~ bo `r o ~ t~ ~ ^ L. mmyoa o _ r o _ 2 a h~ m - _l V 1..~ OT < of om `a wok m ~.IP~. vJ 2~ za2 F Posr/RAlC FENCE m v~0~ o M ZZ.. r em^ x~ Fo.MOH. Jc80°06-40"{/1I 200.00 F°n~o T mZm ti In T Zj H ' a~ V H b~~ o N!F WALTER 7-ERE.5AO ESTNER TERESKO ~OZ H y O ti yo a o REFER_ L/BFR 3837 CP 133 m m m 2 v ' c Boa ~ g O In T4 H m m +oi~'~ c m ~2i 2 x m a m ~ r x m 0 : 5 UR V EY 0F'PROPERT Y Srtuated at Surveyed by CUTCYOGUE SMITH JUNG TOWN OF 5OUT14OLD _ UZne4 1 b "1-3 _ SUFFOLK COUNTY Professional Lan , 6 veyor NEW YORK 120 MEOFORO AVE. PATCHOW N.Y, SCALE: V= JO' Ph000415-3192 Surveyy Certified to-, ffl K KICK40AUC/f surVT(l w nlormaleldelf. Ati5k,4NbRA NICPOZ8 ..iAA A A AAA AuI/AAAf) FINGER o Np/F QUINTpN 200.00' 3~ o N N. 8o" 06o 40" E ~o~~ N Z u {ov0 lro~ M 'G 1 in w\'1 Z 11 N 1 O cD 1 1 m D ~ 25 9 Aa ~ r'{ W co N - ~ a n4 iTl C o ~ ~ N „ 1 C) 17011 W z r- N o G ~ N m 30& p N D N 0 p o 200.00 ~e S. 80. 06' 40' W ALTER & ESTHER TERESKO W N/01F SURVEY FOR MARK RICKABA UGH AREA = 24, 000 sq. ft. A T CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 -109 - 07 - 51 Scale: 1" = 30' June 15, 1992 Yo LIC. NO. 49618 Prepared in accordance with the minimum . standards for title surveys as established P C ~l P. C. by the L.I.A.L.S. and approved and adopted (5L6) d for such use by The New York Slate Land P. 0. Title Association. MAIN ROA ,SOUTHOLD, N.Y. 11971 92-178 , I g~. EXIST WD. FR - 9 ' SHED TO 13E REMOVED 9 200.00 GENERAL NOTES 0 ro-06'-40" E . `e 200 0 L -1 n 1. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO COMMENCEMENT OF CONSTRUCTION. :TION. `V FROFOSED 2 STY. p WD. FR. GARAGE 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. ,VATION CODE AND THE NATIONAL ELECTRIC CODE. II< 501 '00T AND SHALL HAVE A MINIMUM COVER OF V-0" 3. ALL WORK SHALL CONFORM TO THE N.Y.S. UNIFORM FIRE PREVENTION AND BUILDING CODE, N.Y.S. ENERGY CONSERVATION COI 4. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT AND S + I BELOW ADJOINING GRADE. aC EXIST 21/2 8T7 b. WOOD SILLS SHALL 15E (2) 2X6 CCA W/ 1/2" 4 ANCHOR BOLTS AT 6'-0" O.G. MAX. PROVIDE 2 BOLTS PER SILL SECTION MINIM :TION MINIMUM AND SPACE A MAXIMUM OF 1'-0" DWLG. OFF CORNERS. 0 1. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR 02, Fb • 1450 PSI. NON-BEARING LUMBER SHALL BE Fb • 1200 PSI MltL 11N. a 8. ALL HEADERS SHALL BE SUPPORTED BY 4X4 POSTS MIN. UNLESS NOTED OTHERWISE. s PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR,ROOFFLOOR OPENINGS AND UNDER ALL POST AND PARALLEL P~ aRALLEL FAIRTITIONS. N 3 IW 10. ALL HEADERS SHALL BE (2) 2X8 MIN. UNLESS NOTED OTHERWISE. II. PROVIDE SOLID, 5/4 X 3 OR 18 GA. METAL CROSS BRIDGING AT 8'-0" O.G. MAX. 0. ~ 12. PROVIDE GALV. TECO CONNECTORS AT ALL FLUSH OR BUTT STRUCTURAL CONNECTIONS. n ' 3 9 •0 M1 , 13. GRADING AROUND STRUGTUI;M SHALL SLOPE AWAY AND BLEND WITH EXISTING SITE CONTOURS. 14. PROVIDE SMOKE DETECTORS AT EACH FLOOR LEVEL ADJACENT TO SLEEPING SPACES AND AS MQU.IIRED BY THE LOCAL A IE LOCAL AUTHORITIES, w 15. CONTRACTOR TO DO ALL PATCHING DUE TO NEW CONSTRUCTION AND/OR REMOVAL OF EXISTING. ALL. PATCHING SHALL MEET SHALL MEET FLUSH WITH EX15TINS SURFACES. Q~ 16. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR GROUND SURFACES SHALL BE CCA TREATED (.40 PCF MIN.) J Z N IT. WINDOW DESIGNATIONS ARE THOSE OF THE ANDERSEN CORPORATION. ALL UNITS TO BE PROVIDED WITH HIGH-PERPORMANCE FORMANCE GLAZING,SCREENSARILLES AND EXTEN. JAMBS. ' S 80'-06'-40" W 200 20080 NORTH PLOT PL14N n.te. GENERAL CONSTRUCTION S~ NOTE: INFORMATION FOR THIS DRAWING WAS TAKEN FROM A FROFI 7M A PROPERTY SURVEY 15Y SMITH 4 JUNG. 1. SITEWORK 22. PAINTING a. Contractor to clear and grub site. - a. Exterior IWells b. Fill material to be clean fill and compacted in layers as directed by Architect. 1) Wccod roofing, siding, and decks Ong, and decks, Cabots Bleaching Stain, two (2) coats - c. Driveway to be 4" deep screenings blend material with top of 2 courses of 1/4" apply 3 months apart min. rart min. ,'I, -~ERED Ap, stone chip surface, oil penetrated. 2) Exterior trim- Cabots Solid Stain, As Solid Stein, two (2) coats. p4'YtrGE m. fEF~ei FC+ d. Grading around all construction shall slope away from the structure and blend b. Interior sheetrock walls one (1) coat si one (1) coat sealer, two (2) coats flat - color as selected. with existing contour. Benjamin Moore or equal. al. ELECTRICAL e. Landscaping by Owner. C 2. CONCRETE - 3,000 PSI at 28 DAYS ASTM C94 ready-mixed concrete. 23. CHIMNEY SYSTEM - Hart & Cooley, type HT a. Concrete foundation walls shall be damproofed below grade with trowel grade to wood burning stove supplied by owner. li ooley, type HT 2100, or equal, complete and connected 1. GENERAL - Contractor to provide all renovations necessary within existing residence as id by owner. Installation to Include all chimney pipe, well as new work. waterproof coating, elbows, ceiling supports, wall supports, fire E supports, fire stops, Insulated shields, miscellaneous 2. CODES - All-work shall conform to the requirements of the New York State Uniform Fire 5,~. ]5589 b. Concrete slabs shall have a smooth dense steel troweled finish as directed by bands, pipe adaptors, roof flashing and roof shing and roof topper. Provide minimum of 2" clear to all Prevention Building Code, New York State Conservation Construction Code, qTf OF N'. W YOP Architect. Seal all concrete slabs with Fosroc FC 100 WB sealer. combustible materials. requirements of the Suffolk County Department of Health and the National Electrical 3. STEEL BAR REINFORCING - Reber ASTM A-615; welded wire fabric - ASTM A-185. Code NFPA No. 70 (NEC) latest edition. 4. VAPOR BARRIER -ASTM E-96 polyethylene film 6 mil thick. GENERAL NOTES 3. SERVICE - Contractor to extend a 40 amp circuit, wire sized for 100 amp future service, 5. MASONRY: a. All work to be idone in accordance with New a. Concrete Block:' ASTM C-90, Grade N, Type I, Thickness as required Building code, New York State Energy Cons ance with New York State Uniform Fire Prevention and from the existing residence, underground to the new garage and terminate in a b. Mortar: ASTM C270, Type S governing authority. 3 Energy Conservation Code, and those of any local subpanel. 4. PANELBOARDS - Panelboard boxes shall be standard to the trade of code gauge sheet weird mos®cdessig p.c. 6. STRUCTURAL STEEL - (lintels, plate, girders, etc.) to be ASTM A-36 grade, shop primed b. Soil bearing pressure assumed to be 4,000 F d to be 4,000 psf. metal with standard trim and door for surface or recessed panel box mounting. for painting. c. All footings to crest on undisturbed soil. bed soil. 5. CIRCUIT BREAKERS - Single pole 15 and 20 ampere circuit breakers shall be US listed ~OMnM, 6Y. 1171 7. LUMBER - - d. Provide all bolts, platen, girders and fastener rs and fasteners as required. Shop coat all steel. as "Switching Breakers" at 120 V a.c. and carry the SWD markings. Circuit breakers NO•I!i-100 a. No. 2 Grade with Flo = 1450 psi and E = 1,700,000, 19% M.C. Douglas-Fir e. All framing and connections shall a In accorc hall a In accordance with the latest edition of the National shall be UL listed. Single pole breakers with handle ties not acceptable. ~w•~wrw~ framing lumber Design SpeciScations for Stress Graded Lurr as Graded Lumber and Its fastenings as published by the 6. GROUND RODS - Ground rods shall be 519'x 8' copper weld and meet all requirements of the applicable provisions of the NEC. b. Plywood N.F.P.A. 1) Subfloor - 3/4" Th., Interior APA with exterior glue. Sub floor to be nailed 1. Double joist under partitions which run paral'and glued. (PL-500) g. Wood sills Shall be CCA treated, .40 PFC, K[ rhlch run parallel to floor joists, and around openings. 7. CABLE AND WIRING W, .40 PFC, KDAT 15. Provide 112 Inch diameter anchor a. Branch Circuits (Interior) - Type NM or NMC proNn dw 2) Wall Sheathing - 32116, t/2' th. C-D exterior APA (Fir plywood) bolts at V-0" o,a. max. Provide 2 bolts per at e 2 bolts per sill piece minimum and place V-0" from b. Service Entrance (direct burial) -Typo USE 3) Roof Sheathing - 32116, 5/8" th., C-D exterior APA (Fir plywood) corners max. C. Feeders - Type NM, NMC, or SEC PROPOSED C. 'Connectors - Teco Co.. or eoual. all to be galvanized. h. Provide calvarolzed'Teco" connectors of all t inectors of all butt structural connections. d. Underground Distribution (direct burial) - TvPe OF 8. EXTERIOR DECKS -CCA Treated i2 or better, Southern Yellow Pine framing and posts I. Caulk or foam all exterior wall plate and sher plate and sheathing openings, penetrations of electrical, e. Conductors to be copper (.40 pressure treatment); with #2 or better 5/4 x 4" cedar decking nailed tight. Exposed plumbing, and venting. f. Insulation (600 volt) #10 AWG and smaller - THWNJTHHN, #8 AWG and larger - C~14R14UE newel posts, balustrade & ralls - clear Red Cedar as shown. J. Provide general cleanup of project site durin 3ject site during construction, and at completion of project THN, THWN, XHHW (PVC for NM or OF cables). for the 9. AIR INFILTRATION BARRIER -'ryvek" material or approved equal Installed over exterior provide final "nnove in" cleaning of windows, g of windows, doors, floors and woodwork Including any g. Neutral wire shall have a white outer covering throughout system. Equipment wall shaming. necessary paint touchup. ground wire shall have a green outer covering throughout system. Mark cables or and safety devices for all trades during the construction of wire without color coded jackets with non-fading color coded tape at terminations UNDERWRITERS CE Q ICK14B14UGH 1NDFRµRI QR~~RTIFTCATE 10. CAUL,. 'Lexcai.or palatable silicone for exterior; acrylic latex for interior. k. Provide all temtporary railings and safety dev 11. WO AIRS the project. and other accessible locations. REQUIRED First Floor to Second Level - Southern Yellow Pine, treads, risers & stringers. Provide I. Contractor to rield verity all conditions and d ~nditions and dimensions at the site prior to construction. 8. RACEWAY - Raceway to be rigid metal conduit (where permitted by Coda). hand rail mounted on wall. (2 coats polyurethane finish) M. Do not scale drawings. Written dimensions n dimensions supersede scaled dimensions. 9. OUTLET BOXES - Outlet boxes in dry concealed locations for wood frame constructkon 12. ROOFING - Cedar No. 1 Blue Label (perfections - Zr') W exposure clear red cedar n. AlFexterior nailing shall be aluminum or stain minum or stainless steel, or hot-dipped galvanized. to be PVC wall boxes and noryl ceiling boxes. In exposed locations use 4" square cast shingles (butt thickness .50") over 30 lb. Impregnated felt - non-corrosive nailing (zinc 0. Use one row of 514' x 3" WD cross bridging f rose bridging for each 8'-0" of span. - aluminum boxes and finished weatherproof covers. wnruN uB• coaled). Shingles to be resawn & rebutted. 10. SWITCHES - Switches, toggle type, 15 amp, 1201277 volt, back and side wired. Single Pole, Double Pole, three-way and dimmer type as required. UCCU P9 Alternate R GAF'Tlmberline Heavy Weight Architectural Grade 12" x 36" with 5" exposure an 30-year limited warranty (carries U.L. Class A and wind resistance label f+l 9D_ it 11. DUPLEX RECEPTACLES - Provide 15 amp 125 volt back and side wired duplex I'CUPANCY OR meets ASTM Spec. 133018, Type 1 and D3161, Type 1) over 30 lbs. lmprregnated felt. receptacles on all multi-receptacle 15 and 20 ampere circuits. Provide 200 amp 125 volt USE IS U~ 13. SHEET METAL FLASHINGS - shall be lead coated copper at all roof penetrations and back and side wired duplex receptacle on all single receptacle 20 ampere circuits. iE IS UNLAWFUL PLOt PLAN 1 wall/roof Intersections 16 oz. min. Ground fault circuit Interrupting - 20 amp 125 volt with Indicator. WITHOUT 14. TERMITE SHIELDS. shall be .019" aluminum. Provide sill sealer (polyethylene) under 12. PLATES - provide plates for all outlet boxes (receptacles, switch, telephone, blank or NOTMS 14N THOUT CERTIFICATE SP sill plate, caulk all bolt penetrations. combination). Smooth plastic urea (white color) unless indicated otherwise. Multi-gang I EG F CATIONS 15. FASCIA AND WOOD TRIM - Clear cedar, sizes per drawieg or as approved by Architect. PLUMBING switches, receptacles, etc. shall be In a common one-piece plate. Qf O~GUP! 13. LIGHTING FIXTURES - Ughffng fixtures to be BF&GA as noted on plans. Other fixtures (supplied by Owner, Installed by Contractor). OCCUPANCY 16. SIDING - Cedar No.1 Blue l.abel'(perfections -18") 6" exposure, clear Red Cedar F shingles resawn & rebutted (butt thickness .45") over Infiltration barrier - non-corrosive 1. PIPING - Separate 3/4" cold water and hot wr nailing (zinc coated). house to proposed garage to be type k copp 14. SECURITY AND FIRE PROTECTION 17. WALL BASE -Garage only, 514" x 51/2" height Southern Yellow Pine.. Mitre all corners, in crawl space of existing house, and termine a. Security - by Owner bullnose top edge, Indicated in new garage. b. Fire and smoke detectors shall be provided on both levels (garage) 18. FIBERGLASS INSULATION - with vapor barrier by Owens-Corning, or equal, thickness 2. WASTE PIPE • Install cast iron soil pipe, servi 15. CABLES - Coordinate telephone and cable TV jacks, and security connections and dam nods as follows: cap 12" above finish floor and terminate 2' of Operational checks with the respective companies. D' 16. CLEANUP - Contractor to clean up and dispose of daily, all his trade related debris sand A R ED 3-30-92 AS NOTED a. 0'- between studs (6" partitions) (16" widthy minimum belovv grade) b, 6" - between garage and spaces above. 3. VALVES - Velwas to be brass/bronze body - 1 waste materials. A Al ED AS NOTED Oe.rn by nlwwwa by 19. DOORS AND WINDOWS DATE: 9~- 'E: gy B.RA SST/ LPE£LEY S.G. a., Interior door, Mrs rated flush metal door, Class C. Cs b: Windows - Andersen Co., permeshield - sandtone, high performance, with wood MCIPIFV U.C, y IFV ME, y DEPART AT drawing number IIOI Intedor and fused exterior grills, extension jambs, and all with screens to match. ?GS R6T 9 AM T( I R6e' 3 A.Ik7 TO x Pibl FOR THE C. SlidingGlass Door - Andersen with screen doors - sandtone. ML LOVOWV q`J5pE( LiVV71pG IP.15 Pc'C71GNS, e}•; NOARi`I,I RNO REQUIRED d. Door Frames - to be made up from 514" pine, with integral stop and Interior trim Ff~r: i'OURH?,- i'OUREL CONCRETE made up from 50x 1 1 /2" pine: Mitre all cuts: e. Exterior Entry Door - 314" AC Fir Plywood, 514" clear Fir trim, and diagonal beaded (i:~GH FAr..1iN(i & PLUMBING panels as shown, provkte all hardware and locking hasp. 3 il11yUL4rP?~~' b U1AQ0A 1. Garage Door. 3/4".AC Fir Plywood, 514" Gear Firtrim, and diagonal beaded panels as shown; provide all necessary hardware and locking hasp, r3E f-CAWR [T[ p0 AU (X)N8TRLJCTI0I Chljl:T CA-)TION MUST : rIIIVUP[ ETf.FOR R G.O 0 g. Window Trim - Exterior 51,V x (size as shown) trim, clear cedar.' THE REOIARE,'NE?Vr. (X-INSTRUCTION SHALL MEET REQUIREMENTS OF THE N.Y. 20. HARDWARE STATE CONSTROCTI CONSTRUCTION & ENERGY a. Locksets - Corbin "Global Signet" - Brushed Stainless Steel b. Hinges - Hager or equal -removable pins. CODES. NOT RESI !S. NOT RESPONSIBLE FOR c. Galvantzad doubts track for garage doors. Stanley BBY2650 W/W 2641 track and DESIGN OR CONSTRI iN OR CONSTRUCTION ERRORS Y2651 D brackets a 2'-0" o.c., Y2641-EC end caps, 2551 double door guide, SP911 hasp, and SP1056 961) foot bolt.' Stanley CD 1215 flush pulls (one for each door). 21. GYPSUM BOARD - 5/8" type 'X', garage area, nbwnw number i RIDGE VENT PONT. 2XI2 CONT. RIDGE BEAM 0 N e e NON-CORROSIVE METAL CHIMNEY FLUE W/ ROOF 2X8 GLG TIES W/ BOLTED ENDS a.) FLASHING: FLANGE, RAIN B At; c, GAP/SCREEN AND 2x10 RFTRS o Ib" oz. BEGA MOP. 26"18 WHITE SUPPORT ROD. PAINT 4l," TH. EM, GIRL PLYWO., WALL MOUNTED LIGHT 12 30+ BLDG FELT, ASPHALT W/ GUARD EA. SIDE SHINGLE ROOF. OF DOOR 8 (3)44,4 , THRU BOLTS iw/ NUTS FRENCH SL. D TENCH SL. DRS. CASEMENT WINDOW w/ AND WASHERS a COINNECTION Wt~/ A/,RG~I-MI TOP '~AARC~HM TOP ARCH-TOP TRANSOM 4'-0" or-. EA. END OF TIES. TRANSOM 2ANSOM 1x4 WOOD TRAM GOVT. METAL DRIP 5/4x12 WOOD FASCIA PAINT (BLOCK DOU~N TO DEPTH CEDAR DECKINGNEWEL AS SHOWN) N) POSTS,RAILS AND BALUSTRADE !I"4 • 5" oz.) AWNING WINDOW W/ N," TH BEADBD SOFFIT WOOD CASING Al WITH BRONZE' SCREEN O ' VENT-AND EWG lm 5/4 x 8 CEDAR FASCIA CONT. 5/4" X 12' / TYP. `fl WOOD BAND w/ ? y 6 x 10 GIRDER WITH METAL GAP FLASHING - TYPE X I HR RATED F.PS.C. GYP. BRD GARAGE DOIOR GARAGE DOOR a ALL SURFACES WOOD DOOR DOD DOOR DECORATIVE ENDS. W/ BEADED LINE OF STAIR WITH BEADEC TH BEADED DIAL. WD. IAG PNLS. 6 x 6 CCA COLUMNS PANELS l2) 2X6 GGA~pTRTD. I BEYOND 2xb WD. STUDS o DIAL PNLS. CONT. SOLE M ON SILL d' I6" oc„~i~" th. EXT FACE COLUMNS AND SEAL AND TERMITE 4 TH P. CONGSLAB I GR. PLYWD.,Fd-19 INS. GIRDER WITH CEDAR SHIELD (REINF.) PITCH TO TYVEK,CEDAIR FEW. ' EXTERIOR (R 4 R) SHINGsLES P. GONC FNDTN AND \SS Eft E~ T FOOTING. 3'-0" MIN. COVER PC F0 Z P 2 MAST MAV4TION 3 W'OST SLAZV4TION N sT z5 } glf~_W ~ 1 TR4NSVERSE SECTION Z Ate' scale 1114"=I'-0" A-' ecala pia"=I'-0" WsTd assoc0ff1ft®s, P.C. 1000 lekeloea avows boMmis, my. "710 RIDGE VENT N/-gH800 lei H0.00i-4907 rrojvat We o B PROPOSED / ASPHALT SHINGLES , (CEDAR SHINGLES Cs~4R~4C~E ALTERNATE) For the RIGKABA,UC~H RBSIDENGE VENTING SKYLIGHTS W/ TEMP GLAZING CEDAR DECKINGNEWEL STEPPED FLASHING POSTS,RAILS AND drawing mile BALUSTRADE 04 s 5" oz.) CEDAR FASCIAS AND TRIM W/ METAL DRIP EDGE CONT. ~LIrV~4TIONS a Ltd UTITEE, "ITT EI I] and BEGA MOD. 6493 WHITE MOUNT 10'-3"3 AF.. Fl I E-1 S~Gt I DNS OVER GARAGE DOORS YT;Y AWNING WINDOWS W/ CEDAR CASING ALL III [III Hill ill-r-t AROUND X SEGA MOD. 6491 WHITE l5/4 X (o AT A7 HEAD D W/ MOUNTED ON BAND date scale TRIM OVER DOOR METAL DRIP GAP) 4-19-92 ee noted Tr= dream by checked by . 5/4 X 6 CEDAR CORNER BOARDS TYP. DTIT 1. Feeley e.g. areeded meeker u LJ - - - - - - - - - - - - - - - - - - FL- o r-4 NORTH ELEv4T I ON NORTH ELEVATION ^ aca1 ecd le '~i"• I'-O" rNerenee mnnbr 221_0" 22'-0° V-6' 3._6.. 151_0" 31-6" 5'_bn 51_9," 5'_6" 5'-6" „ -6" 3„ 4'-10" A' 10" A'-10" 3 3" r 6' SO. CEDAR m 10"m P. CONC. PIERS ( POSTS w/ CEDAR 1 GUARD RAILS. BELOW GRADE o w RUN ELEC, CONDUIT K1 W/ WIRING, FLUM51NG /A" X A" CEDAR WOOD DECK in 0 SUPPLY AND DRAIN ECKING, NAILED F r13) 2xlirder STUB UP, CAP AND = LINES FROM EXIST'G GHT OVER 2 X 8 Cp..g•F.I 0 LINE OF 8" X ib" RESIDENCE TO A DK JSTS • undm It. P. CONC. FTCs. CONT. m x • GARAGE AS DIRECTED I " O.G. N in m - - - - - - - - `r 9 CW235 'GWI5 FWCs 5 68R GWI5 CLUS GI06 ov' W5 211 over AF workbench FA 1FGI(db ov' e pipe from PROTECT WALL 9 9 ANCHOR BOLTS ill I I SURFACES WITH Met m ell toveInetall hrdwd. ralllnd, lei ~41e'l woove „ end roof I,IJQ $4'0 6ee and guardrall and "0 Illnd, ~ ~ \ I'-0' OFF CORNERS pAED CEMENT eta Ire and a ~G\S.~ RED AR,ly Z. BOARD AND AND 6' 0" O.G. MAX. I RAISED 4" CONCRETE 10 flaehing. (optl : gyp, brd. g9p, brd. N W6 M.'FF rFA SLAB W/ HAUNCH I TILE FINISH. supplied by Mdwd. etalr = Q wall w oak cap) F~~ n 3k cap) N owner, and rallinge , Q v u W F.PS.C. 8 s do :t II I 9 rr sf ~s5a~ ~ n1 ^I.F OF N W YD~ II I I m I o Li HT A DOOR \ m 0 • I plteh floor dn. up 4" i `fl `fl pitch floor dn. q10'-10" A'- d'- " 0 WELL weird moscoostes, P.D. I . I ~ I I Von I g 9 1000 IYnlMd avsn 4" P. GONC.SLAB venting m bobso , ry7. m10 W/ 6X61IAXIA W.WF. 0 3 x 12 F JSTS. 9 8 Q ekylighxe 010.000-4000 PITCH TO DOORS • I6" oz. 2 11rrire, 1u 010.0004007 m d" I I • b oc. / CiARACzE /LINE CONC. pmw tm L CURE, Ii it \ atnc~ere 4 P. G SLAB _ 0 PROPOSED 0 ~ 0 -4 j 9 COVER ALL WALLS I / I 2 x 8 I ete 0 e a GARAGE AND CLG. W/ V TH. 16 or- o TYPE X GYP. BRD. For the RIC ABAUG 4 Q elo ad Pla Illn9 eloped 9 mlg. Clg. ~ig•ea RESIDENCE III S" TH. P. GONG. 6" 21i_mn bn FNDTN. WALL. 820'-8" 86DROP AT DOOR b" 121'-0u 9 Arweq tltle OFr RUN ,~4" GONG. SLAB I L - - - - - - - - TWO S'-0" WIDE GARAGE DOORS ~ FLOOR THR1 AT DOORS. L UP TO 8WITC 4 IN ATTIC s PL4NS 9 P!_Ot P~4N (3) 2 x 14 HEADER ABOVE DOOR GW25 w/ i over ~ 2'-10" Ig_42'-10" g_0n 3'_0•• 16_0" y_0.. II'-0° II'_022'-0" 221-0" n'-oand 22'_0" NOTES Y4 sea" 4-19-92 As NOTED i FOUN1~~4tION PL1yN 2 FIRS FIRST FLOOR PL4N 3 SEGC>ND FLOOR PLAN enre by eeeeter by .4-2 LFEELEY SCs Z nlerenn melYer