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HomeMy WebLinkAbout28377-Z 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. 28377 Z Date MAY 10 , 2002 Permission is hereby granted to : IRWIN & CAROL A SEIGEL 278 S BAYVIEW RD FREEPORT,NY 11520 for ADDITION AND ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH TOWN TRUSTEE ' S, NYSDEC APPROVALS AND $100 . 00 FLOOD PERMIT at premises located at 17327 MAIN RD EM/ORIENT County Tax Map No. 473889 Section 023 Block 0001 Lot No. 014 . 010 pursuant to application dated MARCH 20, 2002 and approved by the Building Inspector. Fee $ 1, 268 . 50 Auth6riz6d Signature � 6 ORIGINAL Rev. 2/19/98 FIELD INSPECTION REPORT DATE COMMENTS ro t� FOUNDATION (IST) -� ----------------------------------- G U, FOUNDATION (2ND) z 0 z r ROUGH FRAMING& H PLUMBING x y INSULATION PER N.Y. STATE ENERGY CODE `1 J FINAL ADDITIONAL CONMENTS O z SZ m F X ro c O z x . � r a x e ro a j'H T. TERRY 1 r= FF•�•`�" - I/���� I"•`•n {call. 51(195 t\1au, 1t0;jd • P i* ,+ P.O. nox 1171 TOWN CLERK C:t. Southold. Nc%%' 1'4Irk; 114171 srn OF rz `✓,�, <G��-;• ,0�: Fax (5101 765. , l:clsrRnr:OFV1TVITALTlsncs I R_1 MARRIAOr OMCER �O� y`� Tcicphnnc (5161 765.1 X0 I RECORDS MMACFMENT OFFICER r FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93) ) , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)] . BL.:iG. DEPT. TOWN OF SOUTMOLD Judith T. Terry Southold Town Clerk August 25, 1993 ' APPLICATION PALE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I' GENERAL PROVISIONS (APPLICANT to read and si¢n): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMEN'T'S TO _ THIS APPLICATION ARE,TO THE EST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLdCANTS SIGNATURE DATE W/1 0 Y SECTION 2: PROPOSED DEVE P ENTmii�a let d v APPLI NAME RKri4/ Q ADDRESS 1Co6WN LE E � yTv�s APPLICANT BUILDER ENGINEER SoHssJ 71 <'&)Tom) P ,PROJECT LOCATKON: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known lindmark. A sketch attached to this application showing the project location would be helpful. FDP(93) i •• APPLICATION PAGE 2 OF d DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure WResidential (1-4 Family) `Addition O Residential (More than 4 Family) 19 Alteration ❑ Non-residential (Floodproofing? O Yes) ❑ Relocation O Combined Use (Residential & Commercial) O Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECTS /Se coo B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) O Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2,APPLICANT should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOIZ1 The proposed development is located on FIRM Panel No. . Dated The Proposed Development: O Is h=located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). • 0 Is located in a Special ]Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 3OF4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specificatipris,including where applicable:details for anchoring structures,proposed elevation of lowest floor (including basement),types of water resistant materials used below the first floor,details of floodproof ng of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). ❑ floodproormg protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. O Certification from a registered engineer that the proposed activity in a regulatory Aoodway will not result in.any increase in the height. of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other. S>aMON 5 PERMIT DETERMINATION (To be. completed by,LOCAL ADMINISTRATOR) I have determined that the proposed activity. A.O Is B.O Is not in conformance with provisions of Local Law . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION +d PAGE a OF a APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: Appeals Board Decision --- Approved? O Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? ❑ YES ONO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY. Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area M TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A• COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19,, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) BUILDING PERMIT EXAMINER CHECK LIST �?CJ )� DATE ISSUED: _/_/02 QAT REVIEWED: /02 APPLICANT: ,E, ` �w%u �� p p o DATF� �4 SUBMITTED: (gyp /02 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: _ STREET ADDRESS: )7= f9plo CITY: , i -t- 6O SUBDIVISION: A PROJECT DESCRIPTION: A*5 ESTIMATED PROJECT COST: �a ARCHITECT/ GINEER: FAST TRACK? NO A SINGLE & SEPARATE CERTIFICATION-REQUIRED? N c) NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83: ZONING DISTRICT: R--Ib CONFORMING? /10 REQ. LOT SIZE: _ACT. LOT SIZE: REQ. LOT COV. o`er®Lo ACT. LOT COV. REQ. FRONT t PROP. FRONTS 0 /REQ SIDE d ACT. SIDE'` / REQ. REAR PROP. REAR „ j( ��_ WATER FRONT? DESCRIPTION: t1- SWAM PANEL #: �r� FLOOD ZONE: ,S' - !/�" Ldp/ -NQS APPROVALS REQUIRED Awy SUFFOLK COUNTY HEALTHT: YES og 0)(BED#): DTE:_/ /_ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: IDO All M orfNO ) - q-73s -eL�LpRLjSOUTHOLD TOWN TRUSTEES: oTOWN ZONING BOARD APPRO or ta ,KTOWN PLAN. BOARD APPROVAL: YES orrTOWN HISTORICAL PRE (SPLIA): YESor NYS �YER NO : EGRESS (18 H mm.? 4 sq total) _ `VENT(SQ. FT. x 4%) LIGHT(S�FTX ) BUILDING PERMITS OPEN/EXPIRED: BP /�g."3 -Z/C/0 Z- g F HAVE PFF CO'S : Y OR N BP -Z/C/0 Z- , NOTES: �- F STRUCTURE: FOUNDATION: / SF FIRST FLOOR: SF .4 dWt SECOND FLOOR:l ZZ Z SF .22-fp OTHER: SF $p= INIT OTHER TOTAL TOTAL: ,2 / / SF FEE FEE FEE 94) �U /v O 2. ( f24rC SF)-( 5-50 SF)=339 SF X$.3a =$ /0/8.40+$ /So +$ ioa = FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z17494 Date NOVEMBER 7, 1988 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property, 17327 R.O.W. MAIN ROAD EAST MARION House No. Street Hamlet County Tax Map No. 1000 Section 023 Block 01 Lot 14.10 BROMMGLOID Subdivision BY THE SEA Filed Map No. 6711 Lot No. 6 conforms substantially to the Application for Building Permit heretofore filed in this office dated JAN. 25, 1988 pursuant to which Building Permit No. 16853Z dated MARCH 23, 1988 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING. The certificate is issued to CONSTANTINE & ARTS PAPAMICHAEL (owner, ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL •11-SO-79 18/85 UNDERWRITERS CERTIFICATE NO. H005752 OCT. 13, 1988 PLUMBERS CERTIFICATION DATED CONSTANTINE PAPAMICHAEL B.P. #117922 EXPIRED uilding Inspector Rev. 1/81 5IJRti/EY OF LOT 6 LONG X x 'A `l. ti "AP OF BRI ONN6LO I D x ISLAI JD x: �OIJND AReH7 LOW My,,.,� BY THE 5EA 'A X x X X 'A X 'A X F FILED M&MT 22, Ale, ------ X N�°30'�s� x 'A x Xx 'A 'A X X S FILE No• 6111 a -------_ � _ X ME LIHE � 'AREHT HI6►,wnrEa� SITUATEi EA5T MAR x5---- ---- ----- ---- ---X----- _ x 245.26 X x TOIH�I,e 50UT�-�O --- ---x-- -- x X x ,X--"X "-----—--- X --- ---X------- _ x SUFI=OLiG COUNTY x --- " — — _ " " _x--- I x, _x------- __ X X 1 -` - x -' sFaIs,r - ---X SURVEYED 01-25-01 X 'Al 'A X � X X X SUFFOLK COUNTY TAX # X X I -A X X X x X X /� X 1000-23-1-14.1 X X lAL a�xi� lb-q�X 'A x X X X ---' -----i- X _ `_ X X` X t1E a zoN ve EL i X ' _ �' X CERTIFIED TO: - ------------- X -- X-e�--------- X X -�- 1 $ IRWIN 5EICGEL 1 - FL000 ZoleEL q �. •1 D - _ X 1 T- - �ZiC----- - ------- X -----X 7. ul 1 LOT I r7i \ q• - - 1 - \ I _ 1 I 1 'il I /''(��,��/\ �`♦ � , ��� � ;� � � `\ ,'� 1` LOT rn 'q ------------------- I ------ 1 1♦ h t 1 1 _______ ----------------------------- - -------------- - — — — — — — — — — — — — — — — — — — — — — — — — T ' 1 11 , ♦ I 1 , - --- 1' i o I, 2rgptlIDE R.O.W. PER FILED MAP I •_ 1 1 I 11 , I 11; i o I I ' 1 I LOT 1 4 1 bl LOT I ;I 'It Ig; 5 1 1 IN 1 I 4' . 1 I 1 I I i1 7y�0 I 'II �E NOTE5: I ` I , , 1 A p PIPE FOUND 1 1� 1 ;r ELEVATIONS REFERENCE NGVD'2q AREA a 11254 5F OR 1.11 ACRES 1 I � ; I 1 LOT C7VER0kGE5 1 I EXI5TINIS STRUCTURES 1 I HOUSE a 1261 5F OR 1.6% I SHED a 65 5F OR 0.1% 1 TOTAL 1352 5F OR 1.194 1I PROPOSED STRUCTURES OCa N� `O II I '1 1 HOUSE = 64'1 5F OR 1.1% 1 PATIO = 3"10 5F OR 0.494 TOTAL 121-1 5F OR 1.595 a,p awrg r Mcaraa Ime >,�.d r r � 1 1 I -y w- a.wuwl real,aa. �•a Mr Ma. k.ld.tdralr,.Ia.� p 1 TOTAL AFTER ADDITION , �„ ;fib, * ► I HOUSE a 2114 5F OR 2195 r� 1 1 PATIO 3"10 5F OR 0.495 .�.,,,,,..,,,�VdWat,,r<,,,,,g„y,,,,,,. SHED &5 5F OR 0.196 r,r, r amaHar...l Ma a l- ,,,,� � I I �� 1 TOTAL 256q 5F OR 3.296 w wwr."diw.w wwy r�'wwsw O (A ae en d.rdlw w Mr lal. npe ysw�w I Id ogarry aw MIIM`rn°Mw�lw ane w I 1 oty Mr aOlgu«d C,.,Wk IfM wlsq liweabn. • , Mar an iid 4'mMard"w aadNMal JOHN C. EHLERS LAND SURVEYOR 1 I 6 EAST MAIN STREET N.Y.S.LIC.NO.•S �gl R[VERHEAD,N.Y. 11901 REF.\\Hp server\d\PROS\01-238.pro lyQ GRAPHIC SCALE I"= 40' 369-8288 Fax 369-8287 Albert J.Krupski,President Town Hall James King,Vice-President �O$uFF��/�'C 53095 Route 25 Artie Foster ��° ��j� P.O.Box 1179 Ken Poliwoda J.� Southold,New York 11971-0959 Peggy A.Dickerson y Z Telephone(631) 765-1892 Oyu �'F Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 23, 2002 Mr. John Condon Condon Engineering, P.C. 1755 Sigsbee Rd. Mattituck,NY 11952 RE: IRWIN SEIGEL 17327 Main Rd.,East Marion SCTM#23-1-14.10 Dear Mr. Condon: The Southold Town Board of Trustees reviewed the survey dated July 25, 2001 and the site plan dated March 14, 2002, and determined the proposed additions and patios to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code. However, any activity within 100' of the Wetland line and/or seaward of the Coastal Erosion Hazard line would require further review from this office. This determination is not a determination from any other agency. If you have any further questions,please do not hesitate to call. Sincerely, azL� 0 ice.. .- • G � Albert J. Krupski, Jr. President,Board of Trustees AJK:lms TOWN OF SQJJTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENr Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. Checky �Q a..� Septic Form N.Y:S.D.E.C. Trusthes Examined S "IO ,206 Contact: Approved S/d ,20 62 Mail to: Disapproved a/c Phone: Expiration ,20 Building 19pector i APPLICATION FOR BUILDING PERMIT 2 0 2002 .._-J Date /filA�Ct� , , 2� BLDG. r- ' INSTRUCTIONS VdN^�- ' 'fQ D a.This application MUST be completely filled in by t3pewriter or in ink and sijbb4tted to tl 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 the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been eeihplefed within 1.8 months from such date.If no zpAing amendments or other regulations affecting the property have been enacted in the interim,.th6 Buiiding1n9pector may authorize,in writing,the extension-of the permit for an addition six tenths.Thereafter, a new p t%Wi be re'qu' ed. APPLICATION IS HEREBY kADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. tune of applicant or name,if a corporation) /;Wg- S&4W Ni * (Mailing ad ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As6n 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: /y� � /7327 A'4"X) �.= ,�� <� ///me10�"y House Number Street Hamlet ?INt e.T h u7-1nAnt-1 County Tax Map No. 1000 Section 6,23 Block Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyErzL2024 . E b. Intended use and occupancy tArNG� 3. Nature of work(check which applicable): New BuildingAddition Alteration_ Repair Removal Demolition Other Work *298-ao- (Description) 4. Estimated Cost fx5oi� 000Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units___L Number of dwelling units on each floor / If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front -40 1 49 14 Rear 40 10~ Depth Height 2/ Number of Stories Z - -- -, Dimensions of same structure with alterations or additions: Front 4.4 Rear Depth In Height 21 Number of Stories T . 8. Dimensions of entire new construction: Front 22 Rear C- Dept 2 -- Height 21 Number of Stories 2 9. Size of lot: Front : 00.36'1 Rear 245 rZ( Depth 2 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?YES NO 13. Will lot be re-graded?YES NO,G Will excess fill be removed from premises? YES NO -XQWAIA C.r'40"- 27g 15oar14 BAYV/EWA'✓ ' 14. Names of Owner of remises SE/clez— Address �'M'/�S"ZoPhone No. Name of-4 Q �TaNN�',G'a��y�1_PEAddress j7aV �'� Phone No Z� - Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES �< NO * IF YES, D.E.C. 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 ) berg duly sworn,deposes, nd says that(s)he is the applicant (Name of individual signing contract)above named, (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 forth in the application filed therewith. Sworn to before me this off-0 day of A�/-07 f/ 20 G i -�V'P' Notary blic Signature of Applid,4it ELIZABETH A STATHIS NOTARY PUBLIC,State of NAw Y6ik No:01 ST8008173,Suffolk Cau��yrr Term Expires June 8,ZO,Q7i • Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 April 10, 2002 Southold Building Department Main Road Southold, New York Subject:Addition to the Seigel Residence 17327 Main Road East Marion, New York Gentlemen: The building addition as covered in the submitted plans will conform with the New York State Energy Code. The new windows to be installed at this location will conform to the New York State Building Code with reference to egress, light, and ventilation. Yours truly, t OF NEW y© *Condon, ' �Zih 051684 . P'�OFESS40NP�' L / x Y, Y, Y, Y, Y, I X I � 1 1/_1 � Y, � W%YORK '' 1 I X � D pF THE STATE NE , ; ', -- 1 27TT so ' 0�4 1� / _ _ _ - - - - " - PER FILED MA o- a� � 1 S3 I _ - - _ - - r� WJOER,pW PARCEL Eg FILED MAP I c LU -j APPROVED AS NOTED DATE: B.P.# FEE: � I 1 1 LLJ `'� I 98.50' _ _ - —'1— - - � `', 9 �' `� I a., Aiz68 NOTIFY BUILDING DEPART ENT AT I � Y-111,� � — — — ' � I `� .' �� i i I ? OCCUPANCY OR 7;5-1802 s AM TO 4 PM FOR THE LO USE IS UNLAWFUL F+)'_I_^�'?WING INSPECTIONS: - - - _ r — , I , �� 1 1 I f._. 1 ��°�a.Irb DATION - TWO REQUIRED kJo '` , a/ ,, ,A� 1 0 - 1''�1T CUT CERTIFICATE OR F'�'. RED CONCRETE I , , I ` ► ,,' � IOCCUPANCY 2. ROUGH - FRAMING & PLUMBING 3. INSULATION I I\ I M 4. FINAL - CONSTRUCTION MUST / 1 / / BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET 1 , , , , I .1,e� O THE 1IEQUIREMEA,ITS OF THE ��- o � , ;' �► `, , FR N.Y .�# PROCEED WITH STATE coNsT�r ��IO � � ENERGR� � ---------------8 -----------------_ CODES. NQS FOR UNTIL SURV / DESIGN OR CONv;?;b J'C TiION ERRORS Z� I ./ ------ ' OF FO DATION O ,o� �, 1 � L TI N _- s - 1 HAS B N AP i3 I I 1 I ,eae L, PfDE OPENINGS FOR EMERGENCY ESCAPE AS REQUI, BY PARI OF ' W � I+ROyi 714 W w °� ------- ' - _ __D :OF NG - Y.STATE BUILDING CODE. ' ' Z ' I ►'ZI ' l ' — -- /► I T N t 1 1 I +_ , fes' '' `�. �'4 I a"4t'` + .- <� -__-- _ _ 'Y Nc c lam __ PWW . HIE To LU / `Ir-__-- --- -�L9 AR �n.�►M I Q ERMAL NO" � _ _ --- - OEVICE�i A$lb P r UNDERWRITERS a 1 1 I ,�� : - ._- .. - __- - _ - - 90D.6 RS CERTIFICATE I. a � ��Q 1�4 ` --- �a - N40°07'OOI,W - -_ �3i_ =- _ ' - _ . __ - _ - - - N.Y-STATE BUILDINGC DEEB NfQIJtREO 1 I 1 1 0 C.� Q. _---------- -- I - -- - ---� " - _ - - _ - - ' - PLU11ABiN - YFT :1 -------------- WAY, -t- - - - __ _- - _ _ - - ALL PL M 'lO \ ' QQ �� ,' _.'^-------i-- -++-'_ -- -.-' - _- --.�-- - _, - _ TE If Copper tubing is used Y -" distributing ! I $ W a /' Q� / /' S S-S T 0 N E- .- I _ �--- - '___: -- '_ - - - ' - ' T $TiNCi .)RE NEED Or water d'I 9 ------- I - - _ -- - - s tem• piping shall be ' LL j 1 '\ / / ' 81 i w ' i `\ / ` a9 i' , r/i I _ _ -- I " +' — pes K or L only 4Z I PLCFR TION /� 101.8' � �� _ UMBER A 115.3' - '� i ._.-.==; Y, ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY I , , .� , _ -,;- O SOLDER USED IN WATER .`o=� ;,, V,- �, __ ° %; rSUPPLY SYSTEM'CANNOT' ejo���' - -- =-= -= EXCEED 2/10 OFI%LEAD. 1 104.6 _ ' ' ' ----------- -- N ' ----------------;-----------; ---+-- -- ------------r-----� '8 , N - - ---I--- -------- --- ,Dn C 1 I ----. ----------------y------_--- q�- ,---- 1 1 �,S/ le O I 07.5 103.0 ---------- uCY / ' ------- C) Ln �f , `1 1 ati _ �, 9 6' o 51 � . ' dA 4_ �. 6 155.3' 1 ' ----------- -- ----I------- -------- -----^- -'-------_-'--- �- I---'--"_- ---- ------------------- /' I i/ /' ��'Y ES�© /\ 11 O) I I I I 1 I 1 1 -M / + �O / �— 02— C3 1 00 / _' PLANS ARE PREPARED 5Y CONDON ENGINEERING,P.G.. IT 15 A ' I ' ' ' ' ' VIOLATION OF THE NEW YORK STATE EDUCATION LAW, �' I '''' I ' ARTICLE 145,SECTION 1209,FOR ANY PERSON UNL E-55 ACTING UNDER THE DIRECTION OP A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. IF A' Q O ( 11 �\` AN ITEM BEARING THE SEAL OF AN ENGINEER,ARCHITECT,OR LAND 1 I V SURVEYOR 15 ALTERED,THE ALTERING ENGINEER,ARCHITECT,OR 1 I I ' ' Y Y O�1 LAND SURVEYOR SHALL AFFIX TO THE ITEM HI5MER5 SEAL AND y I I . \ ONE NOTATION "ALTERED 5Y" FOLLOWED 5Y HISMER5 SIGNATURE _41 , 1 1 , AND THE DATE OF SUCH ALTERATIONS,AND A SPECIFIC I' ' I 1 ` I I \, I I I \\ /7�` N E ALTERATION. l i i I C .CP Condon Engineering, F.C. I 1-155 51G5E�EE RD � ( X Mf�TTt71JGK, NEW Ir 114152/ Y ' , / 1 1 I /� (631) 2q8-Ig86 I I � ' Y, I I + I 1 1 1 f,r� � � � Seigel Residence d Scale I"=20' 1-152-1 Main Road �( East Marion, New York Prepared from o survey loy John G, Ehlers Land Surveyor Dated 07-25-01 Modified to reflect change in building addition size on 2-17-02 / 1( Drawn by: JJG o , Y, / LL Dote. 3-14-02 Y, REMOVE AND REUSE WINDOWS; DEMO WALL FROM SILL DOWN TO FLOOR AT WINDOW OPENINGS DEMO CONC.WALL ABOVE 7'-0" SPECIFICATIONS DEMO AS NEEDED;SEE CONSTRUCTION PLAN ELECTRICAL AND LIGHTING: REHAB: 1. OUTLETS: PROVIDE (6) ELEC.OUTLETS IN EA. 1. PARGE BARE REBARS IN CRAWL SPACE NEW BDRM.; PROVIDE (2) IN EA. NEW W/MORTAR AS NEC. EMO EXISTN'G BATHROOIM BATHROOM; PROVIDE WALL SWITCHES IN 2. REPAIR WATER DAMAGE IN WALLS AND DEMO DRYWALL EACH NEW ROOM FLOORS 2. PROVIDE WIRING/FIXTURE FOR CEILING 3.ADDITIONAL STONE BALLAST AT BARE MOUNTED FAN/LIGHTING IN CENTER OF EA. AREAS OF EXIST'G ROOF RELOCATE PLUMBING TO NEW RM, INCLUDING SECOND FLOOR HALL 4. TWO UNUSED STOVE PIPES(ONE EACH REMOVE DOOR - NEW DRYWALL PARTITIONIS 3. THERMOSTATS: RELOCATE EXIST'G SECOND OVER TWO EXIST'G UPSTAIRS BDRMS)AND (SEE CONSTRUCTION FLR.THERM. EXHAUST STACKS TO BE REMOVED; HOLES DRW'GS); RELOCATE 4. EXTERIOR LIGHTING: PROVIDE WIRING IN TO BE REPAIRED WITH NON-BITUMINOUS DEMO DRYWALL THERMOSTAT CEILING OF OUTDR.VESTIBULE,AND 3-WAY FLASHING CEMENT SOFFITS; DEMO SWITCH (INTERIOR AND EXTERIOR); 5. NEW COUNTER-FLASHING TO BE DRYWALL ENCLOSURE 5. PROVIDE WIRING/LIGHTING IN UNDERSIDE INSTALLED AT MTL STACK ROOF OF STAIR OFNEW TERRACE FOR 8 HIGH HATS,AND PENETRATIONS RELOCATE STACK TO NE\W ( ) DEMO STAIR DRYWALL PARTITIONS(SIEE 3-WAY SWITCH 6. RE-PAINT ENTIRE EXTERIOR ONSTRUCTION DRV GS)) 6. PROVIDE WIRING/LIGHTING ALONG 7. PATCH AND PAINT EXIST'G INTERIOR --------------------------------- BUILDING FACE OF EXTERIOR STAIR RAIL, AND SURFACES AS NECESSARY: --------------------------- - -- - - - - - --------------------------------- - - ------------- - 7. PROVIDE WIRING/LIGHTING TO ROOF FOR ---------------------------------- REMOVE TUB BEACH FLOOD LIGHTS --------------- REMOVE DOOR 8. PROVIDE WIRING/LIGHTING TO LENGTH OF DRIVEWAY WALL TYPES: 9. PROVIDE WIRING/LIGHTING TO FACE OF 1. SEE STRUCTURAL DWG'S FOR EXTERIOR DEMO DRYWALL CLOSETS BLDG AT LOCATIONS SHOWN ON ELEVATIONS WALL TYPES AND FOR INTERIOR ---- 10. PROVIDE VENT/HEAT/LIGHT TO EACH OF(3) BATHROOMS STRUCTURAL WALLS REMOVE WINDOW 11. RELOCATE EXIST'G ELEC. MAIN TO 2. INTERIOR DRY PARTITIONS TO BE 2x4 GARAGE WOOD STUD 16"O.C. WITH 5/8"G.W.B. EMOVE DOOR EITHER SIDE 3. WET PARTITIONS TO BE 2x6 WOOD STUD FINISHES: 1.ALL WALLS TO HAVE MATTE PAINTED FINISH,WHITE TO MATCH EXIST'G U.O.N. EMO CONC.WALL 2. CEILINGS TO BE PAINTED WHITE, TO MECHANICAL: ' MATCH EXIST'G 1. FIRST FLOOR, BASE PRICE: 3. EXTERIOR FINISH TO MATCH EXIST'G 2. FIRST FLR,ALTA: RADIANT IN-FLOOR HEAT, DEMO MT'L RAIL, STUCCO FINISH AND COLOR, U.O.N. ON TOP OF EXIST'G FLOOR, FINISHED 1ST ENTIRE TERRACE FLR. HEIGHT T.B.D. PERIMETER 4. LIGHTLEDGES ON SECOND FLOOR (SEE DEMO CONC. PARAPET PLAN)TO BE PAINTED WOOD 3.SECOND FLOOR, RADIANT IN-FLOOR HEAT, HIGH X 8"THICK) FINISHED FLOOR HEIGHT T.B.D. WINDOWS: 4. CENTRAL COOLING, SIZE AND LOCATION OF 1.ALL WINDOWS NEW(IN EXIST'G OPENINGS UNITS T.B.D. WHERE APPLICABLE, SEE ELEVATIONS) 2. EXTERIOR TREATMENT OF RIGID ROOF: SEE STRUCTURAL DRW'GS FIRST �L,??R DEMOLITION PLAN 2 SECOND F��PO�RDEM� OLITION PLAN INSULATION TO MATCH EXISTG BEVELLED Scale: 1/4 -O " _ SURROUNDS Scale: 1/4 1 - 3. PROVIDE SKYLIGHT(1 3 X 9 0�AT NEW MISC. SPECIALTIES CHILDRENS' BEDROOM, SEE SKETCH A- 1. MASTER BEDROOM CLOSET TO BE WOOD PANEL CABINETRY, STAINED FLOORS: 2.ALT.: PROVIDE TRELLISES PER SKETCH 1.GARAGE FLOOR TO BE PAINTED CONCRETE A/ 2. STUDY TO BE CARPETED 3. STAIR RAIL,APPROX.45 LINEAR FT, PER 3. HALL UPSTAIRS TO BE WOOD SKETCH A/ 4. NEW BEDROOMS TO MATCH EXISTG 4. EXTERIOR PARTIAL HEIGHT GUARD RAILS BEDRM. WD. FLRS (PARQUET WD. TILES) AT STAIRS AND BUILT-IN BENCHES,APPROX. 5. ROOF DECKS TO BE TILED, T.B.D. 140 LINEAR FEET, PER SKETCH A- 5. EXTERIOR FULL HEIGHT GUARD RAILS AT ' 6. ENTRY FOYER TO BE PARQUET WD. TILES, FIRST FLOOR BEACH SIDE,APPROX. 25 TO MATCH EXIST'G BEDROOMS LINEAR FEET, SEE SKETCH A- DOORS: 0 BATHROOM 1.ALL EXTERIOR DOORS NEW(IN EXIST'G VESTIBULE CL. OPENINGS WHERE APPLICABLE, SEE ELEVATIONS) 2. REUSE EXIST'G INTERIOR DOORS WHERE POSSIBLE KITCHEN ®' LIVING ROOM SECOND BEDROOM MASTER BEDROOM -THERMO STAT MECANICAL CLOSET CL. ---------------- ---------------- STA -------- CL. NEW--------------- BATHROOOM --------------- S DINING ROOM LIVING ROOM 1�r 0 0511684 q't VESTIBULE o�ss�or TERRACE TERRACE Existing Conditions and Demolition Plans FIRST FLOOR EXIST'G CONDITIONS 4 SECON�DF LOOR EXIST G CONDITIONS 11 'Scale: 1/4" = 1'-0" Scale: 1/4 Seigel Residence NORTH EastAMan327 o�'N Road rk SCALE 1/4!'=T-a' Drawn by. SS Date: March 5,20M A-1 8 8 A-4 A-4 6 6 1 A-4 1 A-3 26-3" 2'-9" A-4 A-3 3'-0" 10 STONE EDGING,SEE ----------- --- SITE PLAN ---" FOR EXTENT w (APPROX.450 "---------------------------------- --- LINEA FEET) EV. +0'-0" 13 BACK 8_2 TERRACE TWO R GARAGE i B PROVIDE V4 IHR. FIRE w !1�' /� s-2 � �a SLOPE RATED SEPARATION 0 - 2 ` Y� rya NEW PART.717.3 I(f) (1) OF U_ 'T I i �.� NEW ROOF TERRACE, GRAVEL OVERHEAD m p 1 ?i + �(6 ��' FINISHED PAVING 8' O GARAGE Y. STATE BUILDMG CODE. Q n / �y FLOOR, PARAPET AND WIDE,SEE DOOR v` f� SCUPPERS TO MATCH SITE PLAN U) W 'f' y 6 l 7� BEACH-SIDE ROOF FOR EXTENT W W fi D TERRACE 2,200 S.F.) Q H -�- / C n 1 k S-2 �2 HR.FIRE R�ifED CEILING 'd' W N - --------------- -- -- ----- 2 HR.FIRE RAW WALL AND DOOR 31 ----- - w STONE GRAVEL 6L5 EDGING THIRD PAVING w ----- ---- -- _====OIfTDI@== ,s ,s NEW STUDY CHLD•$ NEW DRYWALL BEDROOM O ALT.:WOOD TRELLIS, VEST. ON EXISTG SEE SKETCH A- - -ELEV. +0'-0" CL BDRMI. RIG. INS. cl. MUD RM. C ELEV. +0'-0" S_2 NEW DOOR O PRONIR1® ENINGS OR PROVIDE OPENINGS FOR ____ ______ ___ _ ___ /� 17 EMWESCAP AS EMERGENCY ESCAPE AS 13-1 8" T CONC. SLAB W/ j OOD SHELF BOVE,HANGING ROD BELOW o PART. 7 4 Of REQUIRED BY PART. 714 Of 12"X12"CNTR'L --__-=" RYWALL PARTIT N N �REQU JNT. PATTERN IN.Y. STATBUILDING OD N.Y. STATE BUILDING CODE. ---- - NEW FRENCH DOOR EXISTG IN MODIFIED WINDOW SKYLIGHT, _ OPENING,HUNG FROM O SEE 9/A-4 32 EXTEND EXISTG I ELEC. E 20 � cl. WINDOW OPENINGS SLOPE UP J� ` METER TO TRACK �, O � FOR NEW DOORS --------------- REMAIN DRYWALL IN EXISTG OPN'G w 2s 37 NEW CLOSET, W/NEW WASHER/DRYER& O O 0 s O zs `� ,w cl. OVERHEAD SHELVES; 1'-3" 3112" J 2s I , INSULATE FOR DRYWALL -C___ ACOUSTIC ISOLATION HUNG D S_2 O 24 REMOVE DOOR AND, - - 40 WASTE STACK VENT DE W/C CUG THIS AREA ' WIDEN EXISTG OPN WOOD RAIL, ' L111D MASTERUP SEE A- - NEW"JACUZZI" BATHROOM --- ---- DEMO CONC.WALLS NEW NEW DN O BATHRM CIL ET NEW VARIABLE OUTPUT NEW DRYWALL IN ---- -- Cl GAS-BURNING EXISTG OPN' ____ O 38 H NEW -------- 3FIREPLACE UNIT IN MOVE 4, ------- 0 PANTRY � 16R @ 7"EA.; 11" ------- ------- A-3 --- --- EXIST'G HEARTH S-2 >_ TREAD, NOSE TO _ FFFFFFFF)(1ST'- DEMO CONC. WALL 2 z REMOVE EXISTG �3 - RISER A-3 NOSE 2" 2'-0' ` --- WASHER/DRYER; RELOCATE MECH. 3'-0 3'-0' 3'o" TO GARAGE RAD. FIN. A-4 �4 A-3 FACE 2'-6" 3� DN UNDERCUT EXISTG DOOR, 3 =B S$ APPROX. D _ „ ELEV. -0'-3" EXIST'G PIT PROVIDE NEW FLASHING � 33 6 ELEV. -1 $ , 1r�. i AND WEATHER STRIP �¢ ( ;EXIST'G EW BEAM O O FULL REMOVE EXIST'G O ' 18"HIGH X 8"THICK = TO BARRY FULL HEIGHT WOOD 16 BATH. TUB; INSTALL NEW CABINETRY W(SHELVES G NEW HYDRAULIC PASSENGER ; PARAPET,W/PAINTED O LIGHTING SHOWER STALL, a O ANO FAN AND ROD, SEE A- A- PLATFORM LIFT W/ACCORD. NEW , MT L RAIL S-2 DRS. ON TWO SIDES; LIFT SINK AND TOILET O STEPS O INT. OF CAB APPROX. 30"X 44'; 15 ; '� A WO DOWN f z 0 1z i WOOD RAIL, 0 — WALLS OF CAB TO BE 3HIGH; S-3 z ' w DEMO EXIST'G CONC. WALLSEE A- 14 AND FLR.AS RQ'D TO RECESS 0 NEW SLIDING � �' � _, NEW DRYWALLON ,ON WALL O `— i NEW TILE O EXIST'G RIGID INS. -v MECHANISM; MNT''D TRACK / LOCATE PUMP/MOTOR UNDER 11 i NEW STAIR LANDING; i 5z as PROVIDE SAFETY LATCHES, x CLOSERS,AND HARDWARE ; EXIST'G PITCH B 13 PARAPET VA 1"DEEP ON THIS SID FFJCIST'G OPN'G NEW DRYWALL IN --------------------------------- / --- ELEV.4-3" _� - o - SEND ROOF DECK 51 E DE OF zo UNDERSIDE O 3.$,. MSOFFIT @ 9'-0" ` BEAMS @ T-0" - ? - _______ ______ 10 SSE*ET,'_CFS A-4Pte ^ lot NEW F C _- S-2A-011 S 5 S-2 S-2 V-011 ELEV.-0'-3" E "STE y �405'1684 " DOW O p�OFESS10r�� ELEV. -0'-9" q Construction Plans 0 10 ELEV.-1'-3" A-4 _ NOTE: DIMENSIONS ARE TO FINISHED FACE U.O.N; IV-91 ELEV.-1'-9" N SEE STRUCTURAL DRWGS FOR CONC. DIMS a 4 ence s'0" ELEV.-2'-3" `° SECOND FLOOR CONSTRUCTION PLAN NORTH Seigel atM7M,Nelll O)TI RST FLO OR CONSTRUCTION PLAN 2 East Marion,New York 3'-0" ��'� �'-�" 2'-0" Scale: 1/4" = 1'-0" Scale: 1 9 = 1'-0" SCALE 1S -0" Drawn by. SS Date: March 5,2002 A- 2 O ROOF MOUNTED FLOOD LIGHT FLOOD LIGHT 0 OIL ELEV.:21'-0" TOP OF ROOF STOR. MASTER GLAZING BATHROOM 21ND LEVEL PROVIDE OPENINGS FOR LAUNDRY INTERIOR, EMERGENCY ESCAPE AS CLOSET LIGHTS ON FINISHED FLOOR REVERSE ELEV.:10'-s" REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. EXIST'G TERRACE LEVEL, BEDROOM LE EXTERIOR WALL MOUNTED — WALL MOUNTED O_—_ ___ ELEVA 0'-2" O FLOOD LIGHTS O ALTERNATE FLOOD LIGHTS BID:TRELLIS r_� SOFFIT r—I ___-- -- GLAZED —I -------------- -- ELEV.:8'-0" Ll OPENING _I ALT.: UNDERSIDE TRELLIS OF BEAM TRACK DOORS FOR OIL ELEV.: 0'-0" STAIR LIGHTS EXISTING KITCHEN ON REVERSE FLOOR SLIT I G TWO CAR GARAGE DOORS —I —� EXCIST'G KITCHEN AREA r-1 ------------ EXTERIOR DECK OL ELEV.:-0'-3" EAST/ WEST SECTION THROUGH LAUNDRY ROOM EAST ELEVATION 4 3 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" SKYLIGHT; FLOOD (�*\ MATTE PAINT LIGHT QUARTER ---------- RQUND LIGHT a 'SCOOP CONCEALED MASTER BATHROOM IST'OG BATHROOM BEDROOM STO , Up Ne ",TR"OUGH UPLIGHTS MOUNTED TO ■ - FACE OF NEW 10 BEAM A-4 ----- BEDROOM CLOSE T OPkN TO DOOR TO LAUNDRY /1BATH ALCOVE ROOM BEYOND ALIGN WITH TOP OF BUILT4 BENCH ON TERRACE ------------- (� --------- LIVING ROOM EXISTG DINING/ STAIR PAINT __ __ KITCHEN AREA LIGHTS PLATFORM ALT.: LIFT SHAFT TRELLIS TWO CAR GARAGE MUD ROOM �❑ EXIST'G __________________ PLAT ORM CHIMNEY LIFT CAB ------------------ ; ------------------ NOTE: SECTION DOES NOT SHOW RADIANT HEATING DOWNSTAIRS. IF RADIANT HEATING IS SUPPLIED DOWNSTAIRS, BUILD ON EAST/VI/EST SECTION THRU INTERIOR STAIR TOP OF EXISTING FLOOR, FOR FINISHED FLOOR HT. OF+0'-4", AND INCREASE EXTERIOR GRADE ACCORDINGLY. RADIANT HEATING UPSTAIRS TO BE INSTALLED ON TOP OF EXISTING FINISHED FLOOR(HT. +10'-1 1/2")FOR A FINISHED HEIGHT OF+10'-6". FOR BOTH FLOORS, RAISE HEADER HEIGHTS OF DOORS AS NECESSARY; MAINTAIN 6'6"MINIMUM DOOR HT. Scale: NORTH/SOUTH SECTION THRU INTERIOR STAIR Scale: 1/4" = 1'-0" - f1� W 0 051684 P'PDf-SS10��' Elevations and Building Sections Seigel Residence 17327 Main Road East Marion,New York SCALE 114!'=T-9' Drawn by. SS i Date: March 5,2= 0 0 0 ■- 10 PROVIDE OPENINGS FOR A-4 --------- MERGENCY ESCAPE AS I SQUIRED BY PART. 714 OF I N.Y. STATE BUILDING CODE. I I I 1 I I I TWO CAR GARAGE TWO CAR GARAGE SOUTH ELEVATION 7 WEST ELEVATION 6 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" SKYLIGHT; g MATTE PAINT QUARTER A-4 - ---------- ROUND LIGHT ROOF MOUNTED O FLOOD LIGHTS 0 SCOOP I ELEV.:21'-0" I TOP OF ROOF _- WALL MOUNTED -_ -.,,,CONCEALED FLOOD LIGHTS OPLIGHTS IN O O NEW TROUGH; --- UPLIGHTS MOUNTED TO ------ FACE OF NEW BEAM OOR`TO 2ND LEVEL BED INTERIOR, ROOM �1 FINISHED FLOOR ALIGN WITH TOP I ' BEDROOM ELEV.:10'-6" OF BUILT-IN BENCH I ON TERRACE RECESS LIFT TERRACE LEVEL, ------ GUIDE;INTO WALL EXTERIOR I ELEV.:10'-2" I I I I ELEV.:V-0" ; I SOFFIT �\ � Pq,IIVT ,' MUD ROOM ELEV.:8-0 UNDERSIDE ALTERNA E A-T: PLAT ORM OF BEAM BID:TRELLIS TRELLIS OF AFT I I , EXISTING KITCHEN FLOOR A ELEV.: 0'-0" I F'LAf ORfdl TWO CAR GARAGE ❑ ❑ LIFT;SAB 71, $ SECTION LOOKING WEST EXTERIOR DECK Scale: 1/4" = 1'-0" ELEV.: - ELEV.: -0'-3" NORTH ELEVATION SEE ELEVATIONS 5 Scale: 1/4" = 1'-O" FOR SPACING OF 13/4" 31/4" STANCHIONS M Of NEW yoq 1'-81/2" 1/4"X 1-1/2"ST. ST'L,WELDED TO QC ST.ST'L STRIP AT BOTTOM AND W '! ST.ST'L TUBE AT TOP t SKYLIGHT; FLASH PER1„ 1 1121, 051684 MANUFACTURER'S INSTRUCTIONS CAP END OF EACH WIRE W/ p'POFESSIO��" ROUND-HEAD NUT; BOLT _ EXISTING ROOF SLAB; SEE BOTTOM STRIP TOElevation STRUCTURAL FOR JOIST SIZES CONCRETE UPSTAND s, AND SPACING PROVIDE TIGHTENING NUT, Openings Schedule, — ONE PER LENGTH OF WIRE; General Notes an IST'G DRYWALL CEILING _ - - DRILL 1/4" HOLES IN VERTICAL Specs WHITE PVC SHEET, BENT AND --�, STANCHIONS FOR 3/16"WOVEN ST NAILED TO BLOCKING — ST'L WIRE FRAME OPENING PER INTERIOR 21 AT SECOND FLOOR, CONTINUE I ELEVATION I STUCCO TO TOP OF UPSTAND; PROVIDE ELEC. OUTLET AT TAPER RIG. INSUL. TROUGH r AT FIRST FLOOR,MATCH BASE Seigel Residence C PROFILE OF EXIST'G HOUSE IN 17327 MainOLUMN BEYOND Road East Marion,NewYark WHITE STUCCO TO MATCH r SCALE: 114!'=T-9' KYLIGHT DRYWALL SOFFIT BEN H AND RAILING, TYP- PLAN, SECTION, AXON �S!l CTION ATS Drawn by h 9 „ _ ScaI C 3/4" = 1'-0" Date: March 5,2002 4 : 3/4 - 1 -0 solation Joints Notes: along walls The contractor 15 to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer/Architect ontraction Joints xb-w1.4xw1.4 WWM prior to construction. ailed Slab 4" Above Garage Floor b" " Poured Gonclrete Slab I - All concrete 3,500 psi after 28 days minimum. 25'-3' Approximate CradeTo of tiaqe Fiobr 2 - All rebar A —__— __ _—____________________________ ' 6" p raSTM A-615 Crade 60. r - --- - - - - 1 EL. -O'-O' _—— ___ ____________________________, I 3 - Footings are to be installed on undisturbed virgin soil. Pitch Slab Ye" per foot 1 I r I ' %/ ' %/ the bottoms of all footings are to be installed a minimum of 4' p 'MI\�\\ \\\� below grade unless indicated otherwise. 4" Thick Concrete I I I I 31-0" Apron reinforce with I I I I \\/\\/\\/` 4 - The Engineer 15 to be contacted if unacceptable or bxb-WIAMI.4 WWM I I I I / 4" Gompactable Erase Material questionable soil i5 encountered during excavation. Unacceptable -O I I A I I \�\\/ soil is soil containing clay and/or organic material. 8'-6" 01I I 1 5-1 I I .17 . Ig° oGRebar 5 - Backfill along interior foundation walls and exterior areas where concrete walks and patios are to be installed i5 to be I clean material and is to be mechanically compacted in 6 Inch lifts. ; No 2) . 4 Rebar 3" I I 6 - Dowel new foundation to existing see detail G this page. solotlon Joints, ontraction Joints I I I I Slob/Patio Site Preparation along wall r The area where the Slab/patio is to be installed 15 to be oundation Section excavated to the necessary elevation to meet the plan elevations I I I I (D_�scoleyv - of the top of the slab. 2�'_3 �' - I-o 17, I "� The areas where the slabs and patio are to be installed are to I I 12"q' be Proof Rolled in accordance with AGI 302.IR. The Engineer is to ___ _ —————- I____ be notified if unacceptable soils are encountered during ————— ——————— ————- -- _— 5" Poured Concrete 510 excavation and if Proof Rolling produces results that exceed AGI --- - _ I xb-W1.4xW11.4 WWM --------- Standards. �- - -------------- I I 6x6-W1.4xW1.4 WW " Pouredl concrete Slab I I I I I The excavated areas along the stem walls and footings are to I I I I Top of Garage Floor 6.. Top of Den Floor be mechanically compacted with clean fill 1n 6 inch lifts. Each layer I I I _ lo, EL. -o'-o" is to b compacted to modified pros EL. -o'-o"�- .. - --- e 98 mod fi tor. Floor Gontrol Joint p i o n I I I I s-1 I I :.;;, y,>:;;:,;,;rY:a:a :, .,, . \ J\/\ Base Material layer shown on the drawings is to be a 6 I I I 10-10 \ \ \J\ // / / Gompactable Erase Material compactable ear to trim ranular fill that will remain Stable and y , g support construction traffic. A clean fine-grained material with at I I I i I \/ pp g _ _ _ _ ____ _ _ _ ____ __ _ _ __ I least 10 to 30% of particles passing a No. 100 sieve but not r I j//\ \\ \\ containing silt, or organic material is recommended. I I I > I I I I I 1 I of 6 \\/� /� O mil Vapor Barrier I I I Note 6 1 I /-Note b 4" Thick Concrete I I I I I 1 1 //\: •_\\\\j�` 2" Rigid Foam Insulation Slab/Patio Notes: Patio reinforce withI I I I I 1 I �\ � under entire floor (Oxb-1^l1.4xW1.4 WWM See Architectur Drawings for dimensiona l ;°;, Isolation joints are to be installed between the slab/patio and s I the walls. Use preformed joint filler that i5 to be cut Y2 inch below and step details I — — — the slab/patio surface and the resulting joint 15 to be filled with an I _ elastomeric joint sealant. Gontraction joints are to be installed as shown in the drawings and are to be Y4 the thickness of the slab but not less than I inch deep. Foundation Sect icon � ;j The welded wire reinforcement i5 to be placed In the top third Scale/2" = 1'-0" of the slab/patio and 15 to be adequately supported by chairs with stand plates or precast concrete bar supports to assure that the jI I reinforcement is held in position during concrete placement and finishing. I I dd a a I I I I 4 ° G — —p— I a a a . . r4) No. 6 Rebar °a 4" Poured Concrete —-—- - Potlo510 v - I d aa: o. 5 Rebar —I— __j bxb-W1.4xW1.4 WWM E a 4 See Note 6 I 5-1 a '4 Top of Patio rade EL.-0'-3"-l$ c a •.. . 3'-3"x3'-3"xl' 0 /\\/\\/\`J\ Step footing down 4 4 /\ \ \ Rebar E/W //// �/ No. 3 Rebar 9 Stirrups in I� /\\/\\ ° •�. . .a! :' , a . • Q,`E Ew1'p� Foundot ion GonneG G - (10) No. 051684 Rebar E/W Foundation Section Ss©" R i' Plans are prepared by Condon En Ineerl/ P.C. It Is a - - --- - - --- - - - - - ------ pr g ng vlolatian of the New York State Education Law,Article _ I 145,Section 720q,for any person unless acting under e- - - - - - - - I-- —�- '� -�- the direction of a licensed Professional Englnoer, I I I I I I r .�-- — -I I I Architect,or Land surveyor,to alter any Item In any i way. If an Item Waring the seal of an Engineer, I I — — Architect,or Land surveyor Is altered,the altering L — J L — — J L -t- I Engineer,Architect,or Land 5urve�or shall affix to the ' Item his/her seal and the notation Altered "followed I "- T I � 3 x3 x1 gna K 4'x4'xl' I I I I I 3'-q"x3'-q"xl' (e) No. 5 2"x12" piers and ha his/her description the atthe alta ation.erations, S-2 11) No, 5 I I 10) No. 5 Rebar EM See K on 5-2 0) No. 6 Reba Rebar EM I I Rebar E/W 6' 2„x12" pliers I I I 2"x12" piers I'-6' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SeeKonS-2 - - - J —I ISeeKonS-2 II i No. 3 Rebar Condon Engineering, P.C. —I— Stirrups FOUNDATION PLAN b" oc 1155 5165SEE RD — — — — — — J IN MATTITUGK, NEW YORK 114152 � = I L--------.----------I---r - - -j Scale: I/4" I'-0" 31 1 (651) 2418-14166 I I I I I 31-31 Seigel Residence 4" Thick Concrete Patio reinforce with L--- - r - - -- - - - ---- - - - - -J I I"I'..i'2'1 Mala Road 6x6-WI.4xWl.4 MM I I I I I East Marion, New York See Archltectura Drawings for dimensions L--- -------- Column and Footin Detai I - and step details I T - D G�oll umn Deto itESCALE: I/4 - i OI" I'-p" Drawn by: JJG Illj Dates 3-14-02 Install 6xb posts (2) 3/4" Stainless Steel -- - ---- -- -- - - ---- -- -- -- -- -- -- -------_. -_--__-_._.____�.___ ---•__==- =-__ - 4 ft. OG through Match Ht. Anchor Bolts, Washers, __. .. ._._.. __ _ .. .-... -._-. .-_. .... ------ .--- .-._._. -- .._.. ._. -•--�--._..._._..._.---•-•-•--�-�----•-�-�---._._._.-__.-_._.___._._._.____-�--•-•-•-�---•-�-•--�-�-�-�- � of other deck and through yl IIs and Nut 11 - - - bolt to rim Joist _ _._._--------- ._._._._------.-._._._._ ._._.— with (2) 5/a Inch � See rchit. % 2) Layers of 5/a " Gypsum board B bolts. Install EL.+10'-2" Top of Flrecode G Gore. Separated by RG-I 2xb between s o G Balcony Floor 6 Drawing �� No. 54 Rebar•. Steel Channels 24" OG Perpendicular I �_ Ib ince O HorizontalWl to Rafters H554x4xY4 \---noncrete Eseam 18" OG 2 Hour Rated Wall Hot Dipped Terrace Edge ° 2 Hour Ge i I in Deto i I - UL Des L511 6alvanize 051684 L —=, r See Detail M on this page 72x12 Rafters 2"xl2"xY2" Galvanized Scale Y2" = I'-D" 2 Hour Rated Gelling Plate Weld to Column See Detail L on this page (2) 3/4" Stainless Steel poxy to I 2xb studs Anchor Bolts, Washers, � existing wall 2x6 Studs 12"- 16" OG i 2" Or, North and South No. 5 Rebar Walls Ib" Or, East and West and Nut ° � Vertical 12" Or, +, Approximate Grade Top of Garagqe (2) 2x b.. in. Fldor .. IA't ., EL. -O'-O.. lair step 5 " 6 sum board I — 't::';fy ?1:,C :>Y:;;;;;.v:;''' 'i. •. 2) Layers of /a yP �� .� .;- Flrecode G Gore each side of wall. tV ,,.r...1., , Separated from inside surface by RG-I >� ���CM IE • \ '�\j\ '/\% Concrete " Poured \\-4" Poured Top of patio ° 24" OG Perpendicular \/ \ \ \ Concrete Pie Steel Channels, P Concrete Patio to Studs \ Hour Noll I Deta i I - UL Des U��4 •�//j//j�/ " Gompactable Erase Material Pad Footing o• 5 Rebar M 2 HO � i �\\\� See S-I--� 9 R' \ xlstin Wall 5601e6" = I'-O" �\ o. 4 Rebar �. 2x4 Studs 12"- 16" OG ''� -__._._._ ._._._-_. __ ._._. ._�: _ ----- ------------------ (2) No. 5 Rebar ol • ' --- g" \� i Golumn and Footing Detail Typical 4' Min. 2) Layers of 5/a ' Gypsum board Firer G Gore each side of wall• �OUndat lOn and �a l 1 5---10-G, Ion K ' _ _ E1 Scale Y2" = I'-O" ' 2 Hour Noll Deto i I - UL Des U30IS`a'e (2 2xl I " ° • Scale Y2" = I'-O" �� \ p 2) 2x8 Ib" OCafters -- -- -- -- -- -- _- -- --- -- ---- -- ---------- -- - x 4 plywood sheathing To of 2nd Floor impsron HU5210 NL. Hanger (2) No. 5 Rebar xlb _ 5� Q '-'--' Button Vents --- _ ------- ......... ........------_____- __ _____________ _ -- _ - - _ -- -- - - - --- - -- - ----- at each Rafter Bay -•-•- -...-•-•-- -•-•------.-.-.-.- .-.-.--- --_ --- -------,_ .----------- -� =�_•.__.:.-._-.-.:.-.__ �_, :__:___:•-------- _ .-____----- -30 Insulation entree i H _-_._._.__ -___-_. l ( f C-_._._.-.____._ _._._____.__.-_.._.-.-.-L• :__:__::- -'_:_ __-_?_._..-___._.� xlb Header 2xb studs 161, OG - - 2x10 Ledger e/w KE5115/e-43/4 4 5-42- Kwlk Bolt Anchors 24" OG ----- ---- Wbxl -IQ Insulation No. 3 Rebar Step tread = 12" at ever -..... __-• ut 12 Inch deep Step riser= '71X6" step nose iL- pockets in walls 3/4 inch Plywood ---- ---4 for headers- 5heothin 2x8 Joists 4" plywood j ' --- --- Seal with concrete Ib OG Top of 2nd Floor after installed 2x12 Rafter Pq4xl3—\ I �- Patio surfoc o. 4 Rebar I - 12" Or, Dowel into f-I �. EL. +10'-2" building wall and N --- --- Topp of fold into railing Balcony Floor wall see detoll 4x16 ' n' - -13 Insulation o. 4 rebor W8x21 --! 12 OG � � •-•.., ( 2 Hour Rated Gelling 41- -- Mi _._.__._._.__......-.-.-.-.__.-__-_._.-._.__.-.-.-.-_.___-• See Detail L on this page10 -- -- - -•-.-.-_- -- _--- - --J ---" '-'' 2x4 studs - _ . yrs. ' :? �c?�T n - --------------- ._..._----' - C;; ,•},%, , T~ 2 Hour Rated Wall OC xlsting Wall and Footing See Detail N on this page 2x4 studs G O n G r e t e St a r s G -, -- Ib" or_ Top of Den Floor G' " � Scale Y4" = I'-O" 5- - -; —�--- EL. -0'-0" ].� EL. -0'-0" - -T-�-._- .i' W6X1 `.+ ;•"'°4:. [.;�;''t'•"<Rr�'�'�'>'t„,„.rs � - � .�, ..• r "•� -v.�r•a. �`• s.+.�... :pf'•A.. ,:., !',�.';."5•'�',,. An.•i;'i"�'la.pR.� i. _Nr•\ oF Existing Concrete oordlnote location - //� \ / p g \ f Floo im son Joist Han er with elevator contractor RI Id Foam \ \ �_.}._ - �� • ---_---_---__�i -- \ Insula ion • \ \\�'oe \ Wbx1 ew 2x8 Joist Header Deto i 4100.0, � a a Scale Y2" = I'-O" -•------•-•------ -- - - - -- - j'-- - _ - _ �= �- - Notes: _ = -- > __--------y-----. C aroge and Den NoII Soction °.-•-----•--- --•------ _-::_- -�_: _._..._._ .- -._ ._.__.___._._._ .-.-_.----.--.-._._._._ .-----Y- _;:;_- :- --_._.-....--.....-.-__.-._-._.-.-._.�____.___._._._�:__:::__�:^= C See Architectural Roof deck is to be United Steel Deck 3” Lok Floor. The deckingis to be H554x4xY4 __.._._--._._.__ =�t_-•---•-•-•-•--•--•-•---•---•-•- - HSS4x4xY4 _- --_._�__.....____._.-._..- HSS4x4xy4 H554x4xY4 „ _ rawln s Hot Dipped Hot Dipped Hot Dipped Scale Y2 - I-O 9 galvanized and Is to be Installed In accordance with the manufacturer's Instructions. 6alvanlze Hot Dipped I 6alvanize 6alvanlze 6alvanlze Shoring is to be installed mid span during .welding and concrete pouring. No. 4 Rebar lb” OG Mud and The o match existing ---__---- --_— _— _- - _ _- - --- -- - --- - -- - -- ---- - 20Y2'1 terrace Masonry 6eneral� ' 12 CM * All masonry blocks are to have a unit strength of 2,000 psi K ' Concrete Deck E xb-W 1.4x1.4 W 5-2 �� * Mortar is to be Type N. D2 5-2 WI•'i Ealy. Steel ° °' o. 4 Rebar 12" OC b-,�� O 4_g� Ladder RG inforcem at • • '• •' I Epoxy into Existing Wal F 8 0Vertical �� 01 Parapet Wali 5� b' • Plans are prepared by Condon Engineering,P.G. It is a ___._._____._._._._.__.__._._._.__._...-•-_•-_-- b' violation of the New York State Educotlon Law,Article ._._._.__.--.-.__.-._._._._._._.___._._.__.__._.__.__._-__.-._.-.__.-.-._.__...__ _._._ ._._.___..._. I 145,Section-720Q,for any person unless acting under • 2) No. 5 Re r the direction of a licensed Professional Engineer, (4) No. 5 �'_ Architect,or Land Surveyor,to alter any item In any _.-.-.___._.-.-.__.-.____ --.._._.__._._'-.__.-. All Stirrups RebA way. If an Item bearing the seal of an Engineer, No. 3 Reba Arc itect,or and rveyar Is altered, a alto ng Engineer,Architect,or and 5urve�ar s all Ix o ----------........... (8) No. b I Y2" Glearanc 0.3 Rebar Item hleMer seal and the notation Altered "followed -...... Reba 2 Stirrup a�ndhis/her specific description f the alter atlon.erations, (2) No. 5 Rebar xlsting Wall and Footing Concrete Beam - Terrace extension F GonGrete Beam Terrace extension Section ................---•-•- -------------------•-•-•-----•----------'-•--•--•-.---.-------•-•-•-----•- Scale Y4" = I'-O.. D Condon Engineering, P.G. 1755 5165SEE RD lb MATTITUGK, NEW YDRK IIQ5Z (681) 2q8-IgBb --•--. lp _...__......__.__._______._ __...-.-.__.-.-..._----------_._._ T I DN PLAN � of cif w y°'� SEGOND FLOOR GONSTRUG �� s. � Seigel residence b" (4) No. 5 1'132"1 Main road Scale Y4" = 1'-0" All Stirrups I Y2" Glearanc Reba No. 3 Reba East Marlon, Nl�W York GonGrete Beam - Terrace Extension sCALE� v4° = I'-o" E O �� r Drawn by, JJG o p� fESStp��� d F—Ot et 3-14-02 2x10 Rafters 1611 OG Plywood Notes 5heathing I - All measurements are to be confirmed in the field. Discrepancies are to be brought to the attention of the engineer prior to material ordering and fabrication. 2xb 5tuds x10 Ledger e/w 1<5I15/e-43/4 Ib" oG 2 - All lumber is to be No. 2 or better Douglas Fir Larch (N) Kwik Bolt Anchors 24" Or, with the following minimum specifications: B 5- Fb = 825 psi Fv = 115 psi IF5 ENW Concrete Backer Board Fc perp = (925 psi and Drolnoge Plane In accordance 1= = 1,500,000 psi with sidling manufacturer Spec. p 3 - All Laminated Veneer Lumber is to be Truss Joist MacMillan or equivalent with the following minimum specifications: Existin / New Roof Detoil N A Fb = 2,1100 psi 3) 2x10 scale/2" = 1'-0" Fv = 2110 psi Fc perp = 650 psi E = 2,000,000 psi 2) 2x8 4 - Al I flush connections between girders and ,joists are to be made with 5imp5on or equivalent joist/beam hangers. 2) 2x10 5 - All floor and roof sheathing is to be 3/4" AG type plywood, tongue and groove, with an APA span rating of 48/24. (2) 2x1 _-2xE5 RaFters � Ib" OG i 6 - Solid blocking is to be installed mid span of all rafters I /4" PIywood and .joists. ' 5heothing ' - All steel beams are A-36. 2x10 - Run entire length of wall Double through bolt to bxb I columns with (2) 5/b inch bolts Ib x,lb xb Simpson Lq0 Reinforcing Angle oo Overlap outside half -- —_-- — -- --- ---- -- ofgirder and double through bolt to (oxb with (2) 5/9 Inch bolts IF5 E/W Concrete Backer Board ei. and Drainage Plane in accordance /4" Plywood � 4x13 with siding manufacturer Spec. Sheathing G im Joist- Install Button _ Vents for Each Rafter Bay 5 � 3) 2x10 xlb i Indow Unit Go I umn Deto i Scale IF5 E/W Concrete Backer Board and Drainage Plane in accordance with siding manufacturer 5pec. H554x4A Install at dge of window opening Ne;w Roof and wa I I Deto i 15 Typ ico I B 1) 3.5xQ.25 2.0E LVL 2x10 Rafters 2x10 Rafters Ib" OG Ell ' 3) 2x10 Ib" OG /4" PI wood H554x4xY4 yy 2) 2x10 x12 ijK 5/­5/heatTn ng d Sheathing B d ��d 01684 VS-3 Of�SSti0�1�' 2x10 Ledger e/w KlBII% 43/4 \��xlstlnqFloor �-- Kwlk Bolt Anchorro 24 OG - Plane are prepared 4 Condon Engineering,P.G. It is a violation o the New York State Education Law,Article Xlb 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer, Existing /New Roof D e t o i l Architect,or Land Surveyor,to alter any Item in any 2x10 Ledger e/w KBI I5/g-45/4 E way. If an Item gearing the seal of an Engineer, Kwik Bolt Anchors 24" OG Architect,or Land Surveyor Is altered,the altering Scale/Z" = 1'-O" Engineer,Architect,or Land 5urveIor shall affix to the Item his/her seal and the notation or by"followed by his/her signature and the date of such alterations, 2x10 IRafters DExistin /New Roof Detail and a specific description of the alteration. D 2 G Scale/�" = 1'-O" /Condon Engineering P.G. Gj— xb I b" 00 Column xb ' '' `•,. ..� � 1'755 5169BEE RD xb 5-3 Column Wbxlb MA7TITUGK, NEW YORK 11952 Column (651) 2°18-1986 (2) KBII5/g-43/4 6" Ml Kwik Bolt Anchorsq Seigel Residence r' indows are to be equipped with 11521 Maim Roadreinforced mullions to withstanad Bmt Marlon, New York wind loads of 25 psf C i r d�;rE x i 5 t i n Noll D e t o i I T p i c a l F Roof Structural Details 5GALE: 1/4" = 1'-0" Drawn by: JJG PZ k C— Q Date: 3-14-02