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HomeMy WebLinkAbout27354-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29418 Date: 01/09/04 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1695 HILLCREST DR. ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 13 Block 2 Lot 8.13 . Subdivision Filed Map No. Lot No. !i conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 7, 2001 pursuant to which Building Permit No. 27354-Z dated JUNE 6, 2001 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 SECOND FLOOR DECK ADDITION & ALTERATION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to CARL DAGUILLARD (OWNER) of the aforesaid building. - SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A. ELECTRICAL CERTIFICATE NO_ 1151674 01/05/04 PLUMBERS CERTIFICATION DATED N/A Authorize Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT III Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27354 Z Date JUNE 6, 2001 Permission is hereby granted to; CARL, DAGUILLARD 9-15 166 ST APT 4-B BEECHURST,NY 11357 for NEW CONSTRUCTION OF A SECOND FLR DECK ADDITION AND ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. atP remises located at 1695 HILLCREST DR ORIENT County Tax Map No. 473889 Section 013 Block 0002 Lot No. 008 . 013 pursuant to application dated MAY 7,2001 and approved by the !, Building Inspector_ Fee $ 153 . 80 i uthorized Signature Rev. 2/19/98 ' Form No.6 TOWN OF SOUTHOLD APR 3 4 W BUILDING DEPARTMENT TOWN HALL z 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. <Final survey of property with accurate location of all buildings;property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines;streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 !, 5. Temporary Certificate of Occupancy-Residential$15.00; Commercial $15.00 Date. oy\o1�\a oO�j j New Construction: Old or Pre-existing Building: V (check one) Location of Property: kOA 6% D%\J COi;�r1a �ew� N`{ wt s-1 House No. Street Hamlet Owner or Owners of Property: - !I Suffolk County Tax Map No 1000, Section Block o1 Lot Subdivision�l\�� C�cS i �caS . S2C,aa I Filed Map.1 a\8 Lot: Permit No. 11 b S 4 2 Date of Permit. Applicant: C A R` A A J�� n• e D Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ,Z S• o o Applicant gignature ��a rara�r�nr�rr�nr�r�rlu>�nJ�iJ�r.P�rlr��rsnnnrar�n� a � p BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY S 40 FULTON STREET — NEW YORK, NY 10038 55 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by S CARL DAGUILLARD CARL DAGUILLARD 5 5 9-15 166th STREET 9-15 1166th STREET BEECHURST, NY 11357 BEECHURST, NY 11375 55 Located at 1695 HILLCREST DRIVE ORIENT, NY 11957 7C r7j Application Number: 1151674 Certificate Number: 1151674U 5 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: 5 First Floor, 5 55 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was 5 found to be in compliance therewith on the 5th Day of January,2004. 5 Name _TY Rate Rating Circuit Type Miscellaneous - 5 AS BUILT 1998-KITCHEN EXTENSIO Appliances and Accessories 5 Exhaust Fan 1 0 F.H,P. CU Dish Washer 1 0 1.2 KW Wiring and Devices Receptacles 8 0 General Purpose Switch 2 0 General Purpose 5 Fixture 12 0 Incandescent 5 Receptacle 2 0 GFCI 5 5' A visual inspection,of the delineated electrical installation,determined that an obvious hazard is not present and the installation is believed to be in conformance with the applicablereference standard for the estimated period of construction of the premises wiring system. L Defects previously reported,as items of non-compliance,have been corrected. A visual inspection made of the exposed elechical equipment in the premises indicated found no obvious unsatisfactory condition. IN seat ` IS I of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. n rJ�tJ ar�[FarJ[P[P[P[P[fa[Prlr�rJ�[J�[J�[P[P[P[lr�cPrJ�rJ�tJ�tP[J�[J@J�[J�[J�cPrJ�r facfacfacJ�[J�[J@nc f[PrJ@J�[J�[J�[f[JrP[J�[J�[f7[f[J�[facPcfcfa[J�[PUPUP[Jm BY THIS NOTICE OF DEFECT THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET- NEW YORK, NY 10038 V u on remises ofon kheapplicafion of P P CARL DAGUILLARD CARL DAGUILLARDl SEP — 2131 9-15 166th STREET 9-15 166th STREET 1 BEECHURST;NY 11357 BEECHURST,NY 11 75' T0458d Oa Hr'XD Application Number: 1151674 Located-at 1695-H`-LLCR£ST-DRIVE ORIENT,NY 11957 Section: Block: Lot: Building Permit Number: Regrets to advise that the electrical installation of the stated premises is not in compliance with requirements of the reference standard as set forth below: Item Location Description Reference Std. receptacles 1st Floor not proper spacing or amount 250.10(A)(1) ,IIS i This.notice of defect is issued by: ROGER RICHERT on the 25th day of August, 2003. 003. NS11 SOUTHOLD,TN TOWN OF SOUTHOLD TOWN HALL SOUTHOLD,NY 11971 Paoe 1 of 1 PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHOLD, NEW YORK 11971 ' TEL 631-765-2954 FAX 631-514-3516 • e-mail: joseph@fischetti.com to FEB 6 Date: February 6, 2 Tf, t Reference: Permit 4 BP 27354Z T SCD Southold Building Dept Main Road, Southold;NY 11971 Dear Sir, A change in the construction for the above referenced building permit regi:." that a girder be placed above the wall being removed between the existing kitchen and family room. The design of that girder is as follows: 1. The girder shall be (3) 9.5"x 1.75"microlams. Members shall be properly fastened together in accordance with manufacture recommendations. 2. Field weld to the existing 4"x 4" steel tube column, a 4 inch wide by V2 inch angle with 6 inch long legs with an interior triangle web. This will be the support of on end of the new girder. 3. The other end of the girder will be supported by 2"x4"blocking. If you have any questions regarding this matter lease call. tiOF IN y yO. O625�� �E6S10N�� Joseph Fischetti, PE CC: Carl Daguillard J f� PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616, SOUTHDLD, NEW YORK 11971 TEL631-765-2954 • FAX631-614-3516 • e-mail: Joseph@fischetti.com Date: April 1,2002 Reference: Permit 927354Z Southold Building Department Main Road Southold,NY 11971 Dear Sir, I have inspected the installed new girder designed between the kitchen and family room. This girder was designed in my letter of February 6, 2002 to the Building Department as an amendment to the referenced permit. The girder has been installed generally in accordance with my design and in accordance with New York State codes. f 2 a ;It FES540�'�• Joseph Fischetti, PE WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS, ARCHITECTS, ENGINEERS 1500 Lakeland Avenue E-MAIL: wardpc@earthlink.net Bohemia, New York 11716 631-563-4800 FAX 631-563-4807 web: www.wardpc.net December 19, 2002 Building Department Town of Southold Town Hall, Main Road Southold, New York 11971 Re: Addition to Daguillard Residence Orient Point, New York Gentlemen: We have reviewed the architectural drawings provided for the addition to the Daguillard residence,relative to the required slab insulation thickness. According to the drawings, the space is listed as unheated and would therefore be adequately served by a 2" insulation under the slab, since as an unheated space the energy code insulation requirements would not be applicable. Sincerely, awrence eeley,R.A. Vice President LMF:ek NOV WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS, ARCHITECTS, ENGINEERS . �' BttDG.DEPT, d AVEnue. E-MAIL: wardpc@earthlink.net 'Bohemia;New York 11716 ?631-563-4800 FAX631-563-4807 web: www.wardpc.com November 12, 2001 Town of Southold Building Department 53095 Main Road Southold, New York 11971 Attn: Building Inspector Re: Daguillard Residence - Extension W. A. Project 200112.00 Permit No. 27354-Z Dear Sir, Please be advised that we made a few changes to the drawings for the above captioned project and have listed them below in an effort to keep your office abreast of them. The changes made to the drawings are as follows: 1. Door and window size, quantity & location were revised. 2. Wood framed floor system was changed to a"concrete slab on grade with welded wire fabric, on compacted select fill and compacted sub-grade. 3. The strip & spot footing foundation was changed to a continuous 12" wide,' concrete grade beam with 18" concrete piers: 4. 2"x12 roof rafters are now spanning in the East -West direction- supported on the new exterior wall and the existing interior wall with an intermediate 8x31wide flange steel girder between.` 5. 4x4 steel columns will support the steel girder. To the best of our knowledge these plans meet all New York State Building code rules'' & regulations. Please let us know if you have any comments regarding these items at your earliest convenience. If you have need of any additional in on, please let us know at your earliest convenience. _D A Vertruly ��. giTt�tdT b'r'a y trul y Yours mo d �T_2 t = s ph J. T tr ne, R.A, yrjJjj WARD ASSOCIATES, P.C. LANDSCAPE ARCHITECTS, ARCHITECTS, ENGINEERS 1500 Lakeland Avenue E-MAIL: ward pc@earthlink.net Bohemia, New York 11716 631-563-4800 FAx 631-563-4807 web: www.wardpc.com > SLOG.o€'PT J:i„:. December 11, 2001 T vFNOFSoGT Town of Southold Building Department 53095 Main Road Southold, New York 11971 Attn: Building Inspector Re: Daguillard Residence - Extension W. A. Project 200112.00 Permit No, 27354-Z Dear Sir, Please be advised that as per NY state building code Part 736 door & windows are required to have treated glazing when the glazing is with in 18 inches of finished floor or grade. However the 6' high window headers will be aligned with the door header, which is 8' high and the bottom of the unobstructed window glazing will exceed the 18" minimum dimension from grade and finished floor. Therefore glazing in the windows will not require tempered or safety glass. Please let us know if you have any comments regarding this. Thank you, )sepqhJ6 rone, R.A. Cc: Carl Daguillard BUILDING PERMIT REVIEW CHECK LIST DATE REVIEWED: APPLICANT NAME:/)4-4:&0i" A— DATE SUBMITTED: ,S /,> /,qj SCTM#--- DISTRICT: 1,000 SECTION: 13 BLOCK: 1 LOT: 5L-/3 PROJECT LOCATION STREET: /695 A,4. . _CITY: SUBDIV. NAME: ARCHITECT/ENGINEER: rn FAST TRACK: YES ori SINGLE&SEPARATE CERTIFICATION-REQUIRED: YES o NO Y OTES: ZONING: PERMIT ESTIMATE AMOUNT:_$ /6R .00 ZONING DISTRICT: R40 8 AC, CONFORMING:YES o NO REQUIRED LOT SIZE: 664 SQ WHERE ACTUAL LOT SIZE FROM?TAx CARD ACTUAL LOT SIZE: SQ REQUIRED REQUIRED REQUIRED FRONT:SO 'PROPOSED:—' SIDE YD: R.O V fd ' PROPOSED: '/_' REAR: GO 'PROPOSED:_= LOT COVERAGE: ALLOWED;_% EXISTING: sf % NEW: sf % TOTAL: sf CORNER? YES o N WAT ER FRONT? YES NOJ DESCRIPTION: LOTS 40,000SF 100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger. (A nonconforming at anytime after July 1, 1983.) PROJECT DESCRIPTION: ADD OACC OR NID: AGENCY PERMITS REQUIRED FOR REVIEW NEED TOWN SPETIC PERMIT: YES or SUFFOLK COUNTY HEALTH DEPT: YES or (BED #):_DTE: ! /_ PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9ni75 YES or SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES o FLOOD COMPLIANCE ZONE: PRF-FIRM N18i80 L #: FLOOD ZONE; NYS ENERGY:YES OFNOTES: FEE FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR X22 SF SECOND FLR SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE TOT( /,2�4 SF)-( Q<3 SF)= 39 SF X $ _Z6 _$ 2&SO +$ 7S +$ _ $ /53: N CREST HILLR.3 0.00 a j L,gO.Va S.6°24'30'E 14 p2b66 001. �a L.28.80� 0Y F ` W p _ 2.* oox°''. ln. e S� S+ � F 0. O. s \O� Iv cP A/ ✓ v yCDcol �. tC� CG oil—od 765-1802 Jam { 72, , BUILDING DEPT. NSPECTION t [` FOUNDATION IST L l ROUGH PLBG. [ ] FOUNDATION 2ND ' [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE $ CHIMNEY REMARKS: Awl c� DATE ll el INSPECTo Y . 5 M-1802 BUILDING DEPT. NSPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE HIMNEY REMARKS: k, r DATE INSPECT 2,23 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [�C] FTION '2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY / REMARKS: r/ t/ DATE ®3 2� ��' INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING ] FINAL [ ] FIREPLACE A C I NEY RE RKS: DATE �/ INSPECTO s Ra F INSPECTION'REPORT RTCOMMENTS- Tt FOUNDATION �( 1 ) AV FOUNDATION _(2ND) =- �� ii x fl ROUGH FRAME & PLUMBING I � = INSULATION PER N. Y. STATE ENERGY CODE Y b if ' y FINAL II ADDITIONAL COMMENTS: HO O ro H TOWN OF.SOUTHOLD ; BUILDING PERMIT APPLICATION CHECKLIST BL}TLDING DEPARTMENT Do you have or heed the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1902 Survey PERMIT NO. ��'S Check Septic Form NX.&D.E.C. j Trustees Examined 44 20 el Contact: Approved '2001 Mail to: •Q . z oX O�\% Disapproved a/c Phone: VN\% fc5(� -tic 3 i % r r , uilding hispector. n APPLICATION FOR BUILDING PERMIT Date NSA` ` 20 ic- INSTRUCTIONS' a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application;the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work: e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or f oval or demolition as herein described. The applicant'agrees to comply with all applicable laws, ordinances,buil ' g code,Nous code, and regulations, and to admit authorized inspectors on premises and in building for necessary insp 'ons. (Signature o a licant or name,ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer,general contractor, electrician,plumber or builder Name of owner of premises �� Ca ��a (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No: Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block e= Lot Subdivision S Filed Map No. Lot \r (Name) I 2. State existing use and occupancy of premises and 'intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost \'C�' co(Z� < QZ c; Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stones 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,ordinance or regulation: 13. Will lot be re-graded Will excess fill be removed from premises: YES NO 14. Names of Owner of premises C s.&_ ElF oa«ate Address MSS V<�c z kSa,Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO f IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey;to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF. _) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners;and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in`the manner set€orth in the application filed therw' Sworn to before me this day of 200/_ Notary Public Signatur of Applicant r JOYCE M.WILKINS Notary Dub0c,State of New York No.4952246,Suffolk County Tera,Expires June 12, Pool * A R 0 �C N N N Woz J T^ Ir Lot 'L V ++N -�Y-� W Ul" N Ogg it +A,7,A•9 d O O Q \CK tv a L / Y O pc Lu 'p < co LL! 2 a Opp 1 y9rFP�I� �0� ' a ♦ Yt w ~ °2 �ON l ➢ b �O ,1 Nz 0 a SURVEY FOR ARTHUR V JUNGE MAY 9 , 1990 "HILL CREST ESTATES SECTION I " JUNE 19,1999 OT N 0:11 L1 NOV. 29 1988 _ - AT ORIENT DATES SEPT. 28,1988 TOWN OF SOUTHOLD SCALE1"= 50' SUFFOLK COUNTY, NEW YORK No. ea-lova *UNAUTHORIZED ALTERATION OR AUDITION TO THIS .GUARANTEED TO: 3 DAVEY a A VIOLATION OF SECTION 7209 OF THE ARTHUR V. JUNGE MEW YORK STATE EDUCATION LAW AN T COR TITLE GUARANTE M COPIES OF THIS SURVEY NOT KARIN6 THE LAND I SURVEYOR'S CON INKED SEAL OR EMBOSSED SEAL SMALL SOU THOLD SAVIN R# k 140TSE CONSIDEREDTED HEREON ALL COPY '� ESS. *GUARANTEES R WHO ED HEREON SHALL RUNONLY TO y1,P Yp HEALTH DEPARTMENT—DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR LF TO .THE SURVEY Is PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- Of OVERN- 1`*D ~' *'NEAREST WAITER MAIN—M1.$ III SOURCE'OF WATER+ MIWTE_PUDLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED O M SUFF CO.TAX MAP 0071000 SECTION 13 .MACK_Z._LOT.4,13. HEREON,AND TO THE ASSIGNEES OF THE LENDING � d' *THEME ARE ND DWELLINGS WITHIN 100.FEET. OF THIS PROPERTY INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE OTHER:THAN WHOSE SHOWN HEREON.' TO AOOIIS OVAL INSTITUTIONS OR SUBSEQUENT M THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM.POR THIS R[t lOENCE *DISTANCES SHOWN HEREON FROM PROPERTY LINES WILL CONFORM. TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC OF HEALTH' SERVICES. - PURPOSE AND ARE NOT TO BE USED TO ESTABLISH APPLICANT+ - _i PROPERTY LINES OR FOR THE ERECTION OF FENCES z �O. 4660 4 AVENU TEL. I C�U.NG a I OUIVV RRHEADtNEW YORK E NOTE.Q I= STAKE ■ = MONUMENT ALDEN W.YOUNG,PROFESSIONAL ENGINEER SUBDWSION MAP FILED IN THEOFFICE OF THE AND LAND SURVEYOR N.Y.S.LICENSE *0.12845 s CLERK OF SUFFOLK COUNTY ON AUG.15,1983 AS FILE 218. I HOWARD W.YOUNG, LAND SURVEYOR T10M ELI(WI OF WSEPTIC TANKO IS CESSPOOLS{DPI MOWN MASON. N.Y.S.LICENSE NO.45893 FlE ILO OATIOMS ANG OR DATA ODTJUN90 fftU OTHERSR'p S1 W & SONS INC. ^q. O P SLOPE NEW INSTALL ROOF CONSTRUCTION NOTES: PARAPET WALL . � CRICKET LHE ET El CONSTRUCTION SHALL CONFORM TO N.7S. BUILDING CODE. MATCH EXISTING. -'--------------- NEW ROOF MEETS I EXISTING NEW PIPE ARAPGT 4 2 ALL LUMBER SHALL BE CCA TREATED. ❑ OCCUPANCY OR NEW Mn*I 4"X4"X31 " ALL STEEL SHALL BE GALVANIZED, APPROVED AS KIFF'1 USE IS UNLAWFUL STRUCTURAL TU STEELEl TO MATCH EXISTING. RAL TUBING ON _ - DATE, c C a p tl 2�35f g nl PP G m • - - 7 - - - - 1 8"X8"X�ix" GALVANIZED - _ - - - _ - - ALL NEW COLUMNS SHALL BE 4"X4"X3ie' WALL THICKNE55 GALVANIZED B WITHOUT CERTIFICATE IS„ I COLUMN BASE PLATE EXISTING FLAT - - - _ - _ 4 STRUCTURAL STEEL TUBING. FEE; -41159-S'6 pNs-�&� OF OCCUPANCY ' ' ' ' ROOF PITCH ROOF - -- - - _ - __= NOTIFY BUILDING DEPARTMENT ROOFING MEMBRANE ' ' I see'd ANCHOR BOLTS � I - - -- - E51MAINTAIN A MINIMUM OF 3" CLEARANCE FROM OUTSIDE EDGE OF CONCRETE TO 765-1802 9 AM TO 4 PM FOR Il*RECOVERY BOARD ' ' ' .3„ 1 —2x13 RAFTERS 912" OC. - ANCHOR BOLTS AND/OR EXPANSION BOLTS. FOLLOWING INSPECTIONS KERS CEMOCATE I� 1 FOUNDATION - TWO REQUIRED URDER REQUIRED - - _ _ - - 161 APPLY WATERPROOFING TO ALL NEW WOOD DECKING FOR POURED CONCRETE METAL ROOF EDGEPITCH ROOF - _ 2. ROUGH - FRAMING & PLUMBING FASCIA L--, ' ' I _ - ___ ALL NEW PARAPETS AND PIPE RAILINGS SHALL BE PAINTED TO MATCH 3. INSULATION 1 ( - EXISTING. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. _-- - - - - ROOFING SHALL BE EPDM. 4 ALL CONSTRUCTION SHALL MEET 3 �mh�-meq - _ - THE REQUIREMENTS OF THE N.Y, 2"XI2" m 12" O.C. - • ' - A-1 STATE CONSTRUCTION & ENERGY A-I y TAPERED RIGID CODES. NOT RESPONSIBLE FOR INSULATION O - - - - DEP4%,pR CONSTRUCTION ERRORS PART PLAN EXISTING CONC. EXISTING FLAT FOUNDATION WALL 20'-54" 8 CONTINUOUS SOFFIT �� ROOF AND FOOTING �►ORr m 6" 2' - - - - --- ----------------------- ------ AI VENT A- 1 , ,, - 1,_O„ --------- - � I i7n UIA N .V,--, 2'-4' (3I 2x12 TREATED WOOD SCALE: 1" = 1'-m" - -- ---------- "''' - ----- r - ---- .. .. - g GIRDER GALV STRAP L• .. J e L�J e B" TEEL (911 WALLTIES WT02MATCBOLTS. STRUCTURAL TUBING SECOND FLOOR m 8 6 I ON IV SANCHOR '0 " 1 4 6" CONCRETE N 4"X4"X%" WALL TUBULAR COLUMN 1 „ SLOPE OF NEW WING THICKNESS GALVANIZED ROOF PART PLAN ON 5"X5"XI, " BASE 1 EXISTING COLUMN AT (4) I BOLT INTO _ LOCATIONS I v FOUNDATION WALL - PIER b1' " b" ::: I Seal: STEEL TUBULAR - A- 1 1/8" = 1'-0" 5CALE: I/8" I'-m" m .n .. .. (3) 2"X12" 1 COLUMN 5/4"X6" WOOD DECKING u - 1 6 :r:15i ' GIRDER NEW WOOD DECKING I A- - ...... - ...... '? ¢ _ - E _-•. 7x10 JOISTS 612" O.C. CON(. PIER FL EL. (-) I'���" 8'X8'Xi, GALVANIZED 1' TYPICAL ;6 I •ii I 'lFP D G/ — 6„ A 1 aaHN r a "� ATTACH 2"x12" LEDGER COLUMN BASE PLATE 2x10 J 6T5 612" O.C. I I Wry a ur"DO t- _ _ , STRUCTTURE W/(3r TX3' .. 2 A-I EXISTING SIDING EXISTING GARAGE GALVANIZED LAG BOLTS b 1' b SUPPORT "' e L I STAGGERED 18" O.G. GIRDER ON I d # it FINISH GRADE _ NEW CONCRETE I m' 7 11H FINISH GRADE CONTINUOUS METAL I WD. BLOCKING ° ii . FLASHING 4 CAULKING 1 PIER I 't . I q 2306 B .:...: CRAWL SPACE( IOFN (2) 2X4 CCA SILL IM" ANCHOR BOLT 3" ...... ATTACH 2"x12" = VENT (3) PLATES W/ 3i "4 Ij•, MINIMUM EDGE i� " LEDGER "9 e ° I , X3" TREATED WD. = LOCATIONS ii ANCHOR BOLTS 6 ° CLEARANCE BLOCKING ' BOARD O 4 SEALER 4 TERMITE ` NEW EPDM ROOFING •g"X3" . u SHIELD AND SILL I STRUCTURE W/ p m I } lid ° ° ° .,n I I 4 GALVANIZED b" f b" NEW GONG. 1 PROVIDE 8"ro VENT .4 A-1 LAG BOLTS d FOUNDATION 1 6$ OPENINGS W/ d I STAGGERED w WALL AND ° Y SCREENING. SEE ° 1'•14" ° � FOUNDATION PLAN ° ° INSTALL 8"X8"X�," 18" O.G. � FOOTING r1 i a v FOR LOCATIONS ° PGALVANIZED LATE FOR NEW 4EL BASE r' a v i 1 a EXTEND MET. I I GALVANIZED STEEL - - i. FLASHING UNDER 1 COLUMN. USE 'y"X4" LONG "5 VERTICAL REBAR NEW ROOFING 12" MIN. EXPANSION BOLTS TO EXTEND NEW PIER 24" LONG m 24" O.C. b" gbSECURE BASE PLATE TO I FOOTING EVEN WITH ° r----� EXISTING STAIRS EXISTING FOUNDATION EXIST. FOOTING ° ° WALL 45 BENT DOWEL 24" 3 LONG 48" O.C.e p g SECTION C T I O N D E T A I L m 3i EXSTNG BASEMENT I Ex1sr1NG CONIC UP AOA L 4 EXISTING COLUMNS FOUNDATION D FOOTING r A I • • (2) 05 REBAR WITH MIN. 311 A- 1 3" = 1'-0" 1 j AND FOOTINGS it TO EDGE OF CLEARANCE SCALE: 3" = I'-m" CONCRETE WARD ASSOCIATES EXISTING PARAPET WALL AND PIPE Landscape 6 SECTION DETAIL 8 SECTION DETAIL RAILS Architects. Engineers r - = i,_Gm m z a 1500 Lakeland Avenue- 1 FOUNDATION PART PLAN Bohemia, N.Y 1716 SCALE; I" = I'-m" SCALE: I" I'-m" A- 1 (631)$63"4800 NEW CEDAR 4 3 45 West Main Street SIDING TO ,d,_1 GALVANIZED STEEL 5/4"X6" WOOD MATCH EXISTINTUBULAR COLUMN A-1 DECK PLANKING Little Falls,New York 13365 G EXISTING SEE DETAIL 10/A-1 (4) LOCATIONS (315) 823-4384 ❑ COLUMN BOTH SIDES NEW PARAPET NEW PARAPET ~� MASTER OOM WI PARAPET 4 WALL AND PIPE J:JfUALLTANC NGPARAPET WALL AND PIPE I WING WALL WING WALL. \ RAILS PIPE RAILS EXTEND CEDAR h SIDING DOWN P PASSED I N I N I LIN I I V N M M I EXISTING BEDROOM EXISTING BEDROOM ROOF LINE BOTTOM OFI ABOVE GIRDER. I SEE DETAIL II/A-I 2"X12" a 12" O.C. rj INSIDE FACE OF WO 2x12 TREATED 32�2� NEW ROOFING TO MATCH NEW WING WALL \ (3) 2"X12" GIRDER WOOD GIRDER EXISTING ON 3/411 STEEL TUBULAR ` 4" RIGID EXISTING (ENCLOSE IN NEW STEEL EXTERIOR GRADE COLUMN INSULATION ABOVE LIVING CEDAR TO MATCH TUBULAR COLUMN PLYWOOD ON 2"X1011 CEDAR CEILING ROOM CEILING) SUPPORTED ON ROOF RAFTERS EXISTING EXISTING p II u EXISTING }� NEW WOOD EXISTING FIRST FLSTEEL TUBULAR FOUNDATION WALL . COLUMN KITCHEN I POOL DECK Y DECKING � EL. («) 0'-m" EXISTING FL. EL. (-) 1'111" title: / \ SECOND FL. EL. _ I project L DAGUILLARD / (3) 2x12 TREATED WOOD CONC. PIER NEW GRADE B LO DECK EXIBTTNG / EXISTING CL. GIRDER SUPPORTED ON TYPICAL !3) STING O / NEW COLUMN PLACES W/ VAPOR BA RIE BASEMENT BASEMENT THRO© j EXISTING KITCHEN O O RESIDENCE - - - 00 XISTING BASEMENT - ® m" 5LAB 4 CL. CL CL. ® NEW STEEL TUBULAR 3 S E C T I O N NEW STEP FOOTING 4 SECTION ❑ J COLUMN SUPPORTED ON FOOTING EXISTING FOUNDATION WALL A- 1 m 2' 4' 8' REMOVE EXISTING CEDAR SIDING E HIGH-HAT LIGHTING A- 1 SHEATHING TO INSTALL NEW 4"X4" WxINRE AND ORIENT, NY �n"� STRUCTURAL STEEL TU61NG WELDED TO IR G N CEILINGEFDM 3 SCA.E: 1/4" P-0" REDO R BOARD ON ON 1 1 1 1 1 OFING ONNEW 8"X8"Xli " GALVANIZED STEEL SE LOCATIONS CAL AT 6 _ drawing title: EXISTING PARAPET 3/4" EXTERIOR GRADE NEW PARAPET' AND 1 PLATE ON EXISTING FOUNDATION WALL. AND PIPE RAILS IDK INSTALL NEW SHEATHING'. VAPOR. BARRIER --------- PLYWOOD A I NEW WOOD DECKING 1 AND SIDING TO MATCH =XISTING , FLOOR PLANS ________ PLYWGOD ON 2"XI2" ROOF PIPE RAILS. LOOD FL. EL. (-) 1'1/2" RAFTERS CAP, CEDAR I I I I I I SIDING AND PIPE TO EXISTING FIRST EAILSING MATCH J DETAILS & NOTES FL. EL. (+) m'-m" EXISTING E I EXISTING ROOM ________ 811X8"X1/2" GALVANIZED PROPOSED 5 COLUMN BASE PLATE 2p„ (2) %" ANCHOR BOLT 3" PROVIDE ROOF NIGH-NAT LIGHTING NEW T4G CEDAR CONTINUOUS SOFFIT DECK MINIMUM EDGE CRICKET WHERE CLEARANCE NEW ROOF MEETS FIXTURE TYPICAL 2"X12" m @" O.C. CEILING VENT EXISTING (STEEL TUBULAR (3) 2x121 TREATED WOOD /GIRDER EXIST. BEDROOM WOOD STRAP TIES COLUMN PO EXISTING LMNG D.M.n by: checked by: ;'•..uP „ ROOM EXISTING FOUNDATION W/ (2) `%" BOLTS ; u S WALL I FAMILY • EXISTING FIRST NEW WOOD FINISH date: scale: FL. EL. (+) m'-m" - DECKING 2"x10" J01576 IV O.C. /GRADE ROOM05/04/01 AS NOTED 1/2 — — — — drawing number: LINE OF EXISTING E EXCAVATE GRADE TO TOP - EXISTING OF FOOTINGS W/ VAPOR C31 2X12 TREATED -----r A_ � o f a FOUNDATION WALL BARRIER WOOD GIRDER ON w O SECTION DETAIL EX15TING STEP FOOTING GONG. PIER I FOYER o BASEMENT SLAB 4 I'-0" L J FOOTING I'-0" \ / SEE DETAIL 6/A-1 N A- 1 1" = i'-U" m 6 2 5 SECTION 2 FIRST F L O O R PLAN STATE PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT 3 SCALE: 1" = 1'-0" 0 2' 4' 8' m 2' 4' 8IS UNDER THE DIRECTION OF A LICENSED WHE ARE MADE THE LICENSED PROFESSIONAL A- 1 A- 1 MUSTESEAL,AL, DATE ANDHDESCRIIBEIONS THE 2'-6" SCALE. 1/4" = 1'-0" FULL EXTENT OF THE ALTERATION ON THE o SCALE: I/4" = I'-m" - a DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 200112.00 Or 3v�t a7359� 36'-m" • 5 ¢ DOWEL INTO EXISTING FOUNDATION 6 5 WALL W/ " GAVANIZED DOWELS 18" A- NEW BEARING WALL LONG 8" O.C. (2)2x6 STUDS W/ A_I (SHOWN SHADED) W/ 34'-10" EXISTING WALL JACK STUDS BETWEEN A 2 2"x6" STUDS DOUBLE EACH EXISTING CONC. DOW, 7TF. ROOF LINE ABOVE FOUNDATION WALL GRADE — AND FOOTING- BEAM / 2'.gl2�.g:: 2'.8:: 2-8:: 2'-8' 2:.g:: 6, 311— 6 3_ T-8" 141: Ib CI6 .C16'_ 'CI6 'CIe, - 'C1,6 `Gl P56 P$3 . 'Clb .CI6 .. (2.).2"A4" HEADER. m ¢ NEW FAMILY. 2 ,2'x14 u '. n NEW CASEMENT 15" DIA. CONCRETE ; OVER IT .. EADERWINDOWS W/ INSUL. PIERS . . . 'ROOM... . '° W � TEMPERED GLASS A-I EXISTING BEDROOM EXISTING BEDROOM (UNHEATED) (ANDERSON) . . _ r ,g = U INSTALL S"XS"Xlia" GALVANIZED STEEL BASE PLATE FOR NEW 4"X4" _ GALVANIZED STEEL COLUMNN0RT GIRDER SUPPORT. USE 'ia"X4" s . u H LONG EXPANSION BOLTS TO NEW CONCRETE m' `O .. .' ° .FL'o6k'5LAB SHOWN. '.EXISTING . - ¢ SECURE BASE PLATE TO it---- e -0. -0, — .. .. . . SHADED_.': WI EXISTING FOUNDATION WALL. 42"x54"x24" CONCRETE FOOTING. A-I A-I To w x, ; ,r SEE DET. 6/A-1. - r - Az r U W SX31 7x36 WIDE FLANGE• EXISTING GARAGE � _srEEL DROF°G1�uER & OF COLUMN seal: I— ✓ �J o o : DOWEL INTO EXISTING GRADE . I CL. 4"X4" STRUCTURAL CL FOUNDATION WALL W/ BEAM ISTING O1 STEEL TUBING 06 GAVANIZED DOWELSTHROO EXISTING KITCHEN 00 WELDED TO NEW pE0 o . GALVANIZED 5TEEL 18 LONG 8' O.C. A U' 6"X6 X1/'.. IS" DIA. CONCRETE — — 00 .. ANCHORTE TO ca rq PIER BASE PLATE S CL. CL. CL. L. . . GRADE BEAM. I* m a — — — - - - - 1 (y , Ozzooe Q- OFN I I REMOVE EXISTING CEDAR SIDING 4 FIXTURE AND LIGHTING r----, EXISTING STAIRS I 5 EXISTING SHEATHING 'X INSTALL NEW GIRDER TYPICAL AT 6 WIRING IN CEILING SUPPORT 4"X4" STRUCTURAL 57EEL 5 GALVANIZED STEEL BASE PLATETLE3ING WELDED 70 NEW ANCHORLOCATIONS A-I uP EXISTING BASEMENT - - WALL AND DN.I 11 A-I BOLT TO EXISTING FOUNDATION WALL ----- r FOUNDATION RESTORE WALL WITH NEW SHEATHING AND li AND POOTINGSMNr--- 5/8 GYP. BD, TAPE 4 SPACKLE. I IS _ FOOTING J EXISTING ROOM 2 SNI SOF S DEPT FOUNDATION PLAN m 2' ,. a' A— SCALE 1/4'' = I'-0" REVISION II-01-OI POWDER _______ EXISTING LIVING RE-DESIGN -23-01 ROOM /\ EV. FOUNDATION BE -03-01 Roots WARD ASSOCIATES Landscape Architects, GRADE BEAM Architects, Engineers 1500 Lakeland Avenue ` — - Bohemia, N.Y. 11716 FOYER (631) 563-4800 (3) 15"0 CONCRETE PIERS L--------_J Little Falls, NewWest lYork 3365 DRILL AND EPDXY •6 REBARs 12^ LONG wr0 (315) 823-4384 CONCRETE 1 5 P I E R PLAN �- CONCRETE FOOTING 2 FIRST FLOOR PLAN '/a" PRE-MOLDED A— O I' '' 4' SCALE: 114" = I'-O" EXPANSION JOINT NEW EXTERIOR WALL ALL AROUND. CONSTRUCTION NOTES: FF I)� - FINISH GRADE ALL CONSTRUCTION SHALL CONFORM TO N.Y.S. BUILDING CODE. u ALL LUMBER IN CONTACT WITH FOUNDATION SHALL BE CCA TREATED. z ❑ ALL STEEL SHALL BE GALVANIZED. _ � ALL NEW COLUMNS SHALL BE 4"X4"X3ie" WALL THICKNESS GALVANIZED project title. COMPACTED FILL I ' .. ' � - ,;_.I' /'; STRUCTURAL STEEL TUBING. MAINTAIN A DOWEL PIER GAP INTO ANCHOR BOLTSNIMAUIyM OF 3'' CLEARANCE FROM OUTSIDE EDGE OF CONCRETE TO �+ EXPAN51ON BOLTS. DAGUILLARD PIERS W/ "6 . 0 GRADE BEAM B GALVANIZED DOWELS RESIDENCE 12" LONG 42"x54"x24" CONCRETE 42"x54"x24" CONCRETE B.U.R. ROOFING ON TAPER ' FOOTING BELOW GRADE FOOTING BELOW GRADE NEW EXISTING NEW EXISTING RIGID INSULATION ON YW I N BEAM BEAM EXTERIOR GRADE PLYWOOD V h ON 2"X12" O.G. RAFTERS \ B.U.R. ROOFING ON TAPERED SEE DET. I/A-2 SEE DET. 2/A-2 INSULATION BOARD ON 3p" 7 PIER SECTION g PIER SECTION \ _ EXTERIOR GRADE PLYWOOD ON 1 2"X12" ROOF RAFTERS 16" O.C. � ROOF H.P. _ ORIENT, NY CANT STRIP PITCH PITCH G PARAPET Q — EXISTING ''± / \ EXISTING /�— 0 1' 4' q— 0 2' 4' EL (.) e'-O''± drawing title. r SCALE: I/2" = I'-O" SCALE. 1/2" - I'-O" - - \ 1 FLOOR PLANS, HIGH-HATEXISTING NEW - \ GYP. BD. CEILING./ 2"X12" a 16" O.C. FIXTURE TYPICALLIGHTINHIGH-HAT LIGHTING FOUNDATION PLAN W ROOF \ TAPE, SPACKLE E INSULATION I I FIXTURE TYPICAL f \ PAINT. IRISNS BATT W EX31 R WIDE FLANGE NE R GYP. BD. CEILING. STEEL DROP GIRDER ROOF PLAN, SCUPPER GYP. BD. OVER _ TA 5 ACKL i PE, P E EXISTING GIRDER DETAILS & NOTES EXISTING TO PAINT a, EXIST. BEDROOM LIVING REMAIN I : EXISTING CEDAR ROOM _ SIDING TO REMAIN' EXISTING PARAPET) FINISH - CONTINUOUS ROOF GRADE / NEW CONCRETE EXISTING FIRST .¢i,. EXISTING FIRST PL. WALL CANT 'N = FLOOR SLAB ON FL. EL. (.) O'-O" EL (+) O'-O" \ GRADE EL. l-) I" I i FINISH GRADE drawn by: checked by: PITCH ROOF — — — I - i ' '' ' A-Z p_ PITCH ROOF ,�• .�• — — — — — — — — — — —� LINE OF EXISTING GRADE LINE OF EXISTING GRADE EXISTING FLAT ROOF GRADE NEW GRADE BEAM date: scale: w BEAM CONCRETE EXIST. BASEMENT FOUNDATION EXISTING 42"X54"x24" m5/m4/OI AS NOTED BASEMENT a FOOTING. EXISTING I SEE DET. 6/A-I BOTTOM E �� FOUNDATION WALL / CONCRETE drawing number: - 5 z GRADE BEAM / FOOTING SEE DET. EXISTING BASEMENT M -2 EXISTING BASEMENT SLAB, EXISTING (3) 18"a SLAB, FOUNDATION I � FOUNDATION \ CONC. PIERS I5" DIA CONCRETE I ALL ! FOOTING C DIA. 18" DIA. CONCRETE WALL PIER CONCRETE �� PIER FOOTING /� NEW IROOF r/_ PIER �� Q f } 5CUPPER s i ROOFING FLAT N = = Ih W 4 SECTION B" 5 SECTION m STATE LAW PROHIBITS ANY PERSON FROM ALTERING U10 A- 1 -1 ANYTHING ON THIS DRAWING AND/OR THE SECOND FLOOR & ROOF PART P LAN A— O p — ACCOMPANYING SPECIFICATION. UNLESS IT _ IS UNDER THE DIRECTION OF A LICENSED I o PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL 4 E 16' S ^LE 41 - -01 MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. nC:-LE S' == -a' ref. no.: 2001 1 2.00 COIMF-06171ON FLASHING CONTINUOUS FIBER CANT EXISTING J NEW LOOSE GRAVEL ON MEMBRANE ROOFING ON TAPER RIGID INSULATION ON iii" EXTERIOR LOOSE GRAVEL ON GRADE PLYWOOD ON 2"X12" O.C. ALUM. CAP W/ DRIP EDGE. MEMBRANE ROOFING ON RAFTERS OVER LAP AND SOLDER TAPER RIGID INSULATION ON JOIN75 ID„ '4" EXTERIOR GRADE SAW CUT EXISTING EXISTING 2"X6" STUD WALL A-Z CONTINUOUS FIBER CANT RAFTERS ON 2"X12" O.C. CEDAR SIDING � EXISTING CEDAR SIDING 2" MIN. AT LOW POINT MET. FLASHING CAP RECEIVER 3/4" EXTERIOR WD. SHEATING EXTEND CAP RECEIVER OVER WD. BLOCKING MET. FLASHING 2" BUlfl EHIND MET. CAP FLASHING F -ALUM. CAP W/ DRIP EDGE. M \ VARIES EXISTING CEDAR SIDING BASE FLASHING _o-ve�.nr rs .rn_airt�-asu,,m Soren OVER WD. BLOCKING = U.atria*n^� _,�+._ *`-z,Tlt¢n a'nACANT FIBER STRIP `•C :mac °' .� <,.; 3/4"xIV2" CGA WD. EXTEND COMPOSITION BENT ALUM. FASCIA BLOCKING MEMBRANE ROOFING FLASHING BEHIND ALUM. EDGE OVERLAP AND SEAL JOINTS CAP L005E GRAVEL r� NEW CONTINUOUS FIBER CANT _ 6 TAPER RIGID INSULATION i r ON EXISTING ROOF _ A ��� �� — MIN. EXISTING ROOF EL (,) V-0111 `�` <`` (VJF.) �— RIB BATT INSULATION W/ �0Rt'// -;� VAPOR BARRIER ON INTERIOR SIDE ALUMINUM SIDING OVER 34" 1 EXISTING WD. RAFTER EXT. GRADE SHEATHING ��= ') TdG CEDAR CEILING PLANKING X X� CONTINUOUS ALUMINUM SOFFITS VENT ^) J 5/8" GYP. BD. TAPE, INSTALL WD. BLOCKING ON _ SPACKLE < PAINT Seal: EXISTING ROOF AT NEW AND �) EXISTING ROOF INTERSECTION �^ EXISTING WALL & NEW ROOF ��,aH Teti% , . 4r rarer O a EXISTING CEDAR INTERSECTION DETAIL SIDING TO REMAIN Q r ,SOF N' �= SCALE I" = I'-°" I it - I" I EXIST. BEDROOM = _ STEP BEYOND - 8x12x16 CON(. MASONRY NEW VERTICAL CEDAR I^ - UNIT. FILL WITH CONCRETE SLIDING DOOR PLANKING ON PROTECTIVE _ CONC. BLOCK WEATHERIZATION _ = BEYOND WOOD THRESHOLD MEMBRANE 'TYVEK WRAP' ON 3/4" EXTERIOR _ I CONTINUOUS BUILT-UP CHAMFER GRADE BEAM FLOORING GRADE SHEATHING ON _ = CML. PERIMETER STEP AT SLIDING DOOR DOUBLE 2"1 WD. STUDS AT BASE OF EXTERIOR ENTRANCES CONCRETE DECK s EVISION I1-ml-01 WALLS ONLY. DROP _ - STEP OF CON(. BLOCK d FINISH GRADE � RE-DESIGN -23-01 DEPTH 11112"X0" CONTINUOUS CCA - TERMINATE AT SLIDING I ,, 1 — -' •- • • ZI:ADDED GRADE BE MS -03-01 TREATED WD. SILL. _ DOOR ENTRANCES. SEE III �I REV FOUND r 6/A-2. EXTEND CEDAR = I-1 1= WARD ASSOCIATES BLEATING I" BELOW TOP - 33„ 34" EXP. JT. III 1 I I- - Landscape Architects, of GRADE BEAM 1� _ 4 FLOORING AS PER OWNER _ -s Ips" PRE-MOLDED \ - - 71 Architects, Engineers EXPANSION JOINT ALL CONTINUOUS MET. _ AROUND. TERMITE SHIELD. EXTEND CONC. SLAB ON UNDER WD. SILL ili �_ - GRADE FIRST 1500 Lakeland Avenue EXISTING F FL. EL (+) IRST 6x6-W2.5xW2.S WELDED RADE BEA . Bohemia, N.Y. 11716 0'-0 - WIRE FABRIC FINISH GRADEII (631) 563-4800 1 _ - Iii e" RIGID INSULATION _ yl u�i=�-3 45 West Main Street — -- Little Falls, New York 13365 x18" LONG GALV. -_'III I 111L� ` �` • ANCHOR BOLTS 24" APOR BARRIER C.C.o.C. (315) 823-4384 COM ACTED - P n r _ SELECT FILL s m '-m� SILL DETAIL AT SENDING DOORSCPTED GRADE BEAM U -G ADE / 6 / EXIST. BASEMENT (3) CONTINUO45 A- 2 REBAR TEB MAINTAIN 3" PRIOR TO CONCRETE H33 m GRADE BEAM TO BE PLACED ° ell 2' 2 MIN. EDGE CLEARANCE POUR REMOVE EXISTING CEDAR SIDING AND APPLY 3„ ON UNDISTURBED SOIL SC = 1'-0" SELF ADHERING BITUMINUS MEMBRANE (CARLISLE CCW-701 SHEET MEMBRANE WALL SECTION WATERPROOFING) ON EXISTING WOOD d project title: CONCRETE SURFACES AT AREAS ADJACENT To NEW CONSTRUCTION. A— 2 e 6" I' 2' INSTALL COPPER DAGUILLARD SHEET METAL OVER WATERPROOF SCALE I" _ I'-O" RESIDENCE MEMBRANE. I _ _ __ - � EXISTING CEDAR F _ EXISTING- SIDING AND WALLS TO REMAIN WOOD CAP TO. I MET. FASCIA �1 III ORIENT, NY PROFILE W/DRIP - EXISTING L- '- - -= COLUMN EDGE AROUND WALLS TO CENTER LINE NEW ROOF. SEE drawing title: REMAIN DET. 2/A-2. W 1 EXISTING BASEMENT NEW ROOF SCUPPER ELEVATIONS & SLAB, FOUNDATION i� 1 NEW CASEMENT 1 ! l ! 1 CONlNECT TO WALL d FOOTING X11 III 1 1 WINDOWS W/ 1 1 1 1 EXIST. DOWN WALL SECTIONS NEW ROOF III TEMPERED 'III IIII SPOUT SCUPPER INSULATED GLASS. I1� CONNECT TO / EXIST. DOWN NEW CEDAR SPOUT / SIDING TO \ \ \ \ \ \ / / \ / / II I �/ I - MATCH ,IIII I \ m! EXISTING. I / I LINE OF NEW CON(. FLOOR SLAB L B FINISH GRADE \ \ \ 1 \ 11 11 III 1 \ !I IIII 1 I 1 III II II _I I I I I I _ — — — — - drawn by: checked by: INEW 5L NEW CASEMENT GLASS (DOOR WINDOWS W/ TEMPERED date: Scale:mo— NEW GRADE BEAM _ FOUNDATION W/AUTO LOCK INSUL. GLASS 05/04/01 AS NOTED r II w WALL SECTION H — drawing number: a II nn — nnn - - nl — nn — nnn - -rn — n7-- -n — nn 1 EXISTING I EXISTING A— 2 BASEMENT V L— I J BASEMENT SLAB I I I I WALL UN FOUNDATION FOUNDATION WALL d FOOTING LJ LJ LJ LJ LJ LJ LJ LJ n n LJ FOCJTING o _ _ _ _ _ _ _ \J 4 WEST ELEVATION STATE LAW PROHIBITSTHIS ANY PERSON FROM ALTERING �\\1 NORTH E L E N ATV 0 t 1 _ ANYTHING ON THIS DRAWING AND/OR NLE THE ° .} g' ACCOMPANYING SPECIFICATION. UNLESS IT - / IS UNDER THE DIRECTION OF A LICENSED - / = �' b 1 PROFESSIONAL. WHERE SUCH ALTERATIONS A— Z / G ARE MADE THE LICENSED PROFESSIONAL A ^ SG;=.L_ = -C MUST SIGN, SEAL, DATE AND DESCRIBE THE \ L vC^�E I ,�� _ I�_0.�� FULL EXTENT OF THE ALTERATION ON THE DRAWING ANO/OR IN THE SPECIFICATION. ref. no.: 200112.00