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30974-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31443 Date: 02/22/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 920 E CEDAR POINT DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 90 Block 2 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 3, 2005 pursuant to which Building Permit No_ 30974-Z dated MARCH 3, 2005 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN J & ELIZABETH G. REARDON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2018438 08/12/05 PLUMBERS CERTIFICATION DATED 02/17/06 MATTITUCK PLUMB. &HEATING / / - 24i — J/JXxrized Sig ture Rev. 1/81 Form No.6 TOWN OF SOUTHOLD n 8 BUILDING DEPARTMENT TOWN HALL 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. G. 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. 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. IKr-ty \ ��CX (p New Construction: (, Old or Pre-existing Building: X (check one)) 1 Location of Property: Qa(� �. LeACL( House No. \\�-- Street Hamlet Owner or Owners of Property: _) Nw( eo_C C\0K-) Suffolk County Tax Map No 1000, Section Oq o Block C)r;C- 4 Lot d G Subdivision Filed Map. \ Lot: \ Permit No. �)Q9 - N L Date (offPermit. ( 1&) 3 USApplicant: ,)(� C\Cl( C(�OIV Health Dept. Approval: N 1 t \ Underwriters Approval: Ct'< HCl tx(0.102 $ aQ Planning Board Approval: Request for: Temporary Certificate Final Certificate: A __ (check one) Fee Submitted: $ 91� �r Applicant ignature 6zk,�_ . �G ?ya ca -?- � 7L/Y 3 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. 30974 Z Date MARCH 3 , 2005 Permission is hereby granted to : JOHN J REARDON 30 WILTON ROAD COLD SPRING HARBOR,NY 11724 for ADDITIONS & ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP#28905 . at premises located at 920 E CEDAR POINT DR SOUTHOLD County Tax Map No. 473889 Section 090 Block 0002 Lot No. 019 pursuant to application dated MARCH 3 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 3 , 2006 . Fee $ 463 . 50 or zed ign e ORIGINAL Rev. 5/8/02 �SUFF04 0 opo Gyp N � Toa n Hall, 53095 Main Road O� Fax (631) 765-9502 P.O. Box 1179 Telephone (63 1) 765-1302 Sau.hold. New York 119710959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: dI3 �06 Building Permit No. Owner: �(1 (Please print) Plumber: rl TTITUCK FLUMISING &HEATING CORP ",I. BOX 144lease print) tTIMICK, N.Y M71 I certify that the solder used in the water supply system contains less than 2/10 of I% lead. Qu.al WiJ (PllusUl ers Signature) Ie� Sworn to before me this day ' 2006 DENISE KING Notary Public, State of New York 4 Registration #O7 K16041757 Qualified in Suffolk County My Commission Expires May 15,2-0a& Notary Public, ounty r , O EPrJ�rJ�rJ�rJ�rJ�rJ�rJ�r�r�cPcJ�r�r�rJ�rlrnrJcPrJ�rJ�rnrJ�rJ�r�rJ�rJ�rJrJ�r�rnr�rl�Pr Pr�r�cP cP 1:111: 11 PrJIrJ�rJ RCJ-3prJ'or3pLrL3�L3rt3l LTrr3 O 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c5 c7 CERTIFIES THAT 5 Upon the application of uuon premises ownec by 5 JIM SAGE ELEC. INC. JOHN REARDON 5 5 P.O. BOX 38 920 CEDAT PT. DR. E �5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971 5 Located at 920 CEDAR PT. DR. E SOUTHOLD, NY 11971 15 55 Application Number: 2018438 Certificate Number: 2018438 5 Section: Block: Lot: Building; Permit: BDC: nS11 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor, renovation,Attached Garage, Outside, �5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 12th Day of August,2005. 5 Name OTY Rate Rating Circuit Tyne 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 Appliances and Accessories S 5 Exhaust Fan 3 0 E.H.P. �5 5 Dish Washer 1 0 1.2 KW 5 5 Overt 1 0 30 Amps rj Hydro Massage Tub(Therapeutic 1 0 55 5 Steam Unit/Sauna 1 0 60 Amps 5 5 Wiring and Devices N'Outlet 55 0 Fixture 5 5 Fixture 55 0 Incandescent Outlet 105 0 General Purpose 5 5 Receptacle 56 0 General Purpose 5 5 Switch 64 0 General Purpose 5 5 Paddle Fan 2 0 5 C5Cj Receptacle 1 0 20 amp Laundry 5 � Receptacle 2 0 30 amp Dryer seal I 5 Receptacle 11 0 GFCI 5 5 1 of 1 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.J� 5 5 S rJ�rJ�cPc FrJrJ�rJ�r�rP[P[Pr�[PrJ�rJ�rJ�rJ�r PrJ�rn rJ�rJ�rJ�rJrtffril rJ�rJ�rlrJ@J rJ�r�cPNPRIUMMPRIERr INCIPLIVER. rJr PcPcJ�rJrJ�cl�cfrJ�rJ�c MOWN o O rJ�rJ�rJ@PrJ�cic.fcPrJ�rJ�cPrJcJ�r�r�rPcJ�rJ'cPr�rJ�rJr�f�rJ�rJ�cPrJ�r.P cPrJ�r.PcPr�r�i:Pc.I�r�cicPcPr�rJ�r�r�rJ� r�rJ�rl'cPcPclrJ'cPrP � 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY c5 5 40 FULTON STREET — NEW YORK, NY 10038 Ccs CERTIFIES THAT Upon the application of upon premises owned by �5 JIM SAGE ELEC. INC. JOHN REARDON5 P.O. BOX 38 920 CEDAT PT. R GREE PORT, NY 11944-0038, SOUTHO D, NY 11971 �+ 5 Located at 920 CEDAR PT. DR. E SOUTHOLD, NY 11971LL S cS Application Number: 2018438 Certificate Number: 2018438 5 SSection: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor, renovation,Attached Garage,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed LS'U herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5 12th Day of August,2005. 5 Name QTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 Appliances and Accessories 5 5 5 Exhaust Fan 3 0 F.H.P. Dish Washer 1 0 1.2 KW �5 5 Oven 1 0 30 Amps 5 5 Hydro Massage Tub(Therapeutic 1 0 S 5 Steam Unit/Sauna 1 0 60 Amps 5 5 Wiring and Devices Outlet 55 0 Fixture 5 5 5 Fixture 55 0 Incandescent Outlet 105 0 General Purpose 5 Receptacle 56 0 General Purpose 5 5 Switch 64 0 General Purpose C5 Paddle Fan 2 0 5 5 Receptacle 1 0 20 amp Laundry sea/ 5 Receptacle 2 0 30 amp Dryer S Receptacle 11 0 GFCI 5 1 of 1 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 4 Board Of Southold Town Trustees SOUTHOLD, NEW YORK v PERMIT NO. . _ JQ:� DATE:January2.3, ,2002 r. r ISSUED TO .,JOHN & ELIZABETH REARDON ` 6 1�u##�nrt �tin�1 Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- 141 titled ."REGULATING AND THE PLACING OF 065TRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;!!': and in accordance with the Resolution of The Board adopted at a meeting held on .. anuary 23, P' 2002........., and in consideration of the sum of $ .?,00,00 . - paid by t ', Charles 'Thomas, Architect_on behaff' -o£.-.J.chn .R._ialtzabeth Reardon � f N. Y. and. subject to the 0 Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: s` Wetland Permit for a one story addition approx. 453 sq. ft. h enclosed masonry patio with trellis over approx. 692 sq. ft, with the stipulation that there be gutters for roof-run-off and drywells on the addition not to disturb se and qI tPe DEC landmn bord all in accordance with the etaiied speciffica ions as presen a in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. V 2141 Artie Foster (Absent) Trwrieer } A l:• .+� .•ISP. J� L�Y 7 9 �OF SO//1��� G ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE A CHIMNEY [ ]] FFIIRE S INSPECTION REMARKS: DATE © INSPECTOR �o�NOF souTyo� P TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Z DATE ZIP INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: S`'Wu 4 � / � W/4� (S r30 T� PAP-C._ 0,-Aoust,, .j,. ( I ) r A %c1,rc�L V,3 DATE �° INSPECTOR � � 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�RAMING [ ] FINAL [ ] FIREPLACE�A (CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: J � S"PP"ts YNGW �x 4 �klyS a t SA& 5l-ww �GctsS -I-e ( �-�t h«r• i� rtn� 7 ?ten 4c s vJ ��l ��sp c�uuro < INS „ IA+lL3A DATE g INSPECTOR ���' (0 M-1802 BUILDING DEPT. INF DATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REMARKS:lklzl�-04 �� DATE INSPECT w 30��7oo�,� `k yrs-isoz BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE HIMNEY R RK It DATE C�3 INSPECTO FIELD INSPECTION REPORT DAIE COMMENTS' 1-4U . FOUNDATION(1ST) ---------------- ----------------- O FOUNDATION(2ND) z S 5 nYt-� s s Nuc a AcK6C�4, �l C -kee t sS - "N+ t F AN ROUGH FRAMING& i�v5u\ti eJ G "� PLUMBINGiT/ 71 3 ayFAA s �i. l�ti w 4 ( .va A c&INSULATION PER N.Y.STATE ENERGY CODE G los we y v /A FINAL ADDITIONAL qOMMENTS AA R G O Z 403 L4 A?I�e,LC&ie m s � �W u� C3 i1v tett= L H O x x l m e TOWN OFSOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 30 rC 3 sets of Building Plans_. TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. Check J�7 Septic Form N.Y.S.D.EC. Trustees Examined ,20 tact: Approved 20 ./� / Mail to: Disapproved a/c —�/ --. Phone: ��2 Expiration ,20 /' � 5337 ' ing In cto APPLICATION FOR BUILDING PERMIT _ s Date , 20 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 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 completed within IS months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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 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. Signa a of pplican/�r�name,if a corporation) (Mailing address of applicant /�l7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 17 7— 7-17 W (As on 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. j� 1. Lot f land oq�r hjc�p wo wiCTil one '� House N— umber' ,� Street �j '�0� Hamlet County Tax Map No. 1000 Section 90 Block Z, Lot d Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of prem=s and intended us d occ ancy f�d 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 L�J, )Q 0 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 Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase l qy> Name of Former Owneri� 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 J Will excess fill be removed from premises? NO NO_ 14. Naives of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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 , / 6��� ��� a�/z// F � being duly swom, deposes and 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 ay 20 0 ��. of blic S. tature of Applicant JOYCE M.WILKINS "Mary Public.State of New York No.4952246,Suffolk County Term Expires June 12, a,00 3 �..�.. . I. I �.. I I .V i LI • / / WHOSE SM.INA nM APPEARS HEREONG - y AT BA YVIEW ADDITIONALLY TO COMPLY WITH SAD LAW TE/dM ' ALTERED BY ' TOWN OF SOUTHOLD MUST USED R ANY AAD ALL SLWVEYCH UTILIZING A COPY OF AA/OTHER HER SURVEYOR'S MAP. TERMS SUCH 'INSPECTED 'AAD SUFFOLK COUNTY, N. Y. BROUGHT - TO - DATE 'ARE NOT IN COMPLIANCE WITH THE LAW. a000 - M - 021 - M SCALE r,- so, APRL 2Z 200? CEDAR DR/VE EAST I 100.4?., S 83'26'00' Le. 9T • r /00.72' h� I � � LOT z or SOT LOT �1 to .N / ° fit Bryce 4 s44�` �. m__ ;a A5 exr O U 0 r T�� � ,. 3 I N 73'3/00. "Hwnr W NFC = NO TE, V LOT NUMBERS ARE REFERENCED TO P��OE NElN yo SUBDIV/S(ON MAP OF CEDAR BEACH PARK' FILED M/ THE SOFFOLK COUNTY CLERK'S OFFICE ON DEC. 20t 1927 AS MAP NO. 90. �j CONTOURS ARE REFERENCED TO N.G.V.D. O. 496/8 PECO C (63/) 765765 - 1797 AREA = 1.240 Acres to tie line P. o, eo( 90w—;.W 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 94 - 343 ANY ALTERATION OR ADDITION TO THIS SLOVEY IS A Vxv OF SECTION 7209 OF THE NEW YORK STATE EDUCA TVM LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CER7FICATIOND SURVEY OF PROPERTY HEREON ARE VALE FOR R T MAP AND COPES THEREOFOTHE o LR SAE MAP OR CORES BEAR THE �11PRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS hEREON. AT BA YVIEW ADDITIONALLY TO COMPLY WITH SAE LAW TERM ' ALTERED BY ' MUST USED ANY AND ALL SURVEYORS UTILIZING A COPY TOWN OF SOUTHOLD OF ANOTHER HER SURR VEYOR'S MAP. TERMS SUCH 'INSPECTED 'AND BROUGHT - TO - DATE ' ARE NOT /N COMPLLINCE WITH THE LAW. SUFFOLK COUNTY, NY VW - 90 - 02 - 19 � -- SCALE: I"= 30' 1 1 APR 22, 20//02 ^ A-Z' " 11 Sept. l 4, 2003 Tloundohonl `EDA p �7 p0/NT OR/V ---- - E - Qw 79ry65OEAST, E S 8'3 26'00' 100.72, \ Se1 s LOr U [Or [or N \ y O se Ye for wr 20 ,ti f -, s� Aft � // � /a p• / Wit• � -� / 40 , j iop_ S/ � w / B_ J v ` IN 73'3/pO• rotiwM O /99"2 NFch. a; �EOF NEw� NOTE �PoN (. MerO�� LOT NUMBERS ARE REFERENCED TO S � ICF SUBDIVISION MAP OF CEDAR BEACH PARK- FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE n ON DEC. 20, 1927 AS MAP NO. 90. CONTOURS ARE REFERENCED TO N.G•V.D. e io LIC. NO. 49618 PECONIC S , Pa New York State Department of Environmental Conservation Aft of Environmental: Permits, Region One Building 40 -SUNY, Stony Brook, New York 11790-2356 v Phone: (631)444-0365 • FAX: (631)444-0360 Website: www.dec.state.ny.us NOW Erin M.Crotty Commissioner LETTER OF NON JURISDICTION-TIDAL WETLANDS John J. Reardon August 14, 2002 30 Wilton Road Cold Spring Harbor, NY 11724 Re: Application #1-4738-03048(00001 Reardon Property, 920 Cedar Point Drive East, Southold, NY Dear Mr. Reardon: Based on the information you have submitted, this Department has determined that: The property landward of the 10' elevation contour as shown on the survey prepared by John T. Metzger on April 22, 2002 is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Mark C. Carrara Permit Administrator cc: Charles Thomas BMHP file New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 v Phone: (631)444-0365 • FAX: (631)444-0360 _ Website: www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NON JURISDICTION-TIDAL WETLANDS John J. Reardon August 14, 2002 30 Wilton Road Cold Spring Harbor, NY 11724 Re: Application #1-4738-03048/00001 Reardon Property, 920 Cedar Point Drive East, Southold, NY Dear Mr. Reardon: Based on the information you have submitted, this Department has determined that: The property landward of the 10' elevation contour as shown on the survey prepared by John T. Metzger on April 22, 2002 is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier,or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Mark C. Carrara Permit Administrator cc: Charles Thomas BMHP file Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C\architecture\energycal\addition\PROPOSED ADDITION TO THE VANDENBURGH RESIDENCE.cck TITLE: PROPOSED ADDITION TO THE REARDON RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 10/30/02 DATE OF PLANS. MARCH 2002 COMPLIANCE Passes Maximum UA=261 Your Home=250 4.2%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 89 19.0 0.0 5 Ceiling 2: Flat Ceiling or Scissor Truss 1095 19.0 0.0 56 Wall 1: Wood Frame, 16" o.c. 380 13.0 0.0 26 Window 1: Vinyl Frame, Double Pane with Low-E 44 0.340 15 Door 1: Solid 21 0.240 5 Wall 2: Wood Frame, 16" o.c. 1224 13.0 0.0 91 Window 2. Vinyl Frame,Double Pane with Low-E 115 0.340 39 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 280 19.0 0.0 13 Furnace 1: Forced Hot Air, 80 AFUB COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment, such plan$or specifications are in compliance with this Code. Builder/Designer_ �/ - _ r Date 10 - 30 •• O L 1 y f MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE 10/30/02 TITLE: PROPOSED ADDITION TO THE REARDON RESIDENCE Bldg. Dept. Use i I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss, R-19.0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-19.0 cavity insulation Comments: I I Above-Grade Walls: [ ] 1. Wall I: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-13.0 cavity insulation I Comments: i Windows: ] 1. Window 1: Vinyl Frame, Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ ] Yes [ ]No Comments: [ ] 2. Window 2: Vinyl Frame, Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ J Yes[ ] No Comments: i Doors: [ ] 1. Door 1: Solid, U-factor: 0.240 Comments: I Floors: [ ] 1. Floor 1. All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 cavity insulation Comments: i I Heating and Cooling Equipment: [ ] L Furnace 1: Forced Hot Air, 80 AFUE or higher Make and Model Number i Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ) Recessed lights must be 1)Type IC rated,, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. i Vapor Retarder: [ ] i Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ j Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: ( j Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: ( ] 1 All joints, seams, and connections must be securely fastened with welds,gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. ( ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: ( ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction II provisions of the Building Code of New York State, the Residential Code of Ncw York State or the New York City Building Code, as applicable. ( Service Water Heating: ( 1 Fater heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. i Circulating Hot Water Systems: [ ] 1 Insulate circulating hot water pipes to the levels in Table 1, I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I j Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. "!'able 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation'thickness in Inches by Pipe Sizes Heated Water Non-Circulatin,lt Runouts Circulating;Mains and Runouts Temperature(F) Up to 1„ Un to 1.25" 1.5" to 20" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1S 100-130 0,5 0.5 0 5 1.0 Table l: Minimum Insulation ThicknessforHVA CApex Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pining System Types Ran e F 2" Runouts V and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 L5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: f�_�/02 APPLICANT: DATE SUBMITTED: /x/02 SCTM#DISTRICT: 1,000, SECTION: BLOCK: , LOT: .y STREET ADDRESS: 'o • p r a• "'CITY: SUBDIVISION: PROJECT DESCRIPTION: ".0 ESTIMATED PROJECT COST: ENGINEER: � FAST TRACK? T / SINGLE & SEPARATE CERT ICATION-REQUIRED? eIZ _NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSE LOTSRO FM JANA997 100-25.Merger.(A nonconforming at anytime after 7/1/83) ZONING DISTRICT: CONFO G? REQ. LOT SIZE:Q.ACT. LOT SIZF Q. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT Q SID ACT. SIDE REQ. REAR dam_PROP. REAR RE GHT PROP. HEIGHT WATER FRONT? DESCRIPTION: PANEL #: �� FLO D ZONE:_, / APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE:—/—/ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1 s YE ' or NO 8 � Zdb2--, SOUTHOLD TOWN TRUSTEES: r NO ✓� 3o TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or NYS ENERGY(6OR NO L� EGRESS (18 H mm.? 4 sq total) VENT (SQ. FT. x 4%) LIGHT (SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/ C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/o Z- , NOTES: FEE STRUCTURE: FO ATI(5N': SF FIRST FLOOR: /0?"5" SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL_ TOTAL: /S SF FEE FEE 1. f� S�SF)- (— SF)= SF X$ =$ (�s��y+$��+$ $ _ c U 2. ( SF)- L_SF)= SFX$ =$ +$ +$ =$ i I B SITE DATA ' SCTM # 1000 - 90 - 2 - 19 PROPERTY: 920 East Point Drive ADDRESS Southold, N.Y. 11971 ~ OWNER: John J. & Elizabeth G. Reardon 30 Wilton Road Cold Spring Harbor,pR l`�� EPaT Tel # (516) 756-3162 .Y. 11724 4 G�p�12 Fin SITE: 60,984 sq, ft. AREA SITE: R - 40 I - 1 ZONING Y � �`, Ir O l00, 47LU Is b3 1-0 SURVEYOR: Roderick Van Tuyl ♦ , 3 A Greenport, N.Y. 11944 v + + t .. }- '� License # LS 25626 G) Ilo � _ a Z Dated: October 30, 1969 ---- z W O w. 0 A"-n1 CD AS NOTED � ai F_- �C��; _o DOTe p �+ ��0.P r" 0 qq�� RY: 6 z adv FFE', 1�--- ( T I Q RIOTIFY SUILOITIG OE� 7G5.t Sn2 9 AM TO 4 PM FOR THE - W N FOLLOWING INSPECTIONS: IX1 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE I, 2. ROUGH - FRAMING & PLUMBING Z 3. INSULATION r 4. FINAL - CONSTRUCTION MUST Q O BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET O THE REOUIREMENTS OF THE N.Y. Q Z STATE CONSTRUCTION & ENERGY LLI CODES. NOT RESPONSIBLE FOR r DESIGN OR CONSTRUCTION ERRORS ' _ - FXISr. uTlul Y POLe W � PRo.nI� L�.r��IND 1 L kg� pp',(ACLJPANCY OR ��9 �p� p�"g � O iJ,a" 6 U9ti'iB�"3'tN�'al-°v..�9'� f=X, F�yRx.fNCa ' . - PLl�N"' ARE \ ^ UV � � - 15P 1 a - 1 6R G 6�P, -� _- VP.+•i G' M FF�F �• •1 UNDERN7RIERS CEYtfiIYQ E zFr OLT . > KQLURED r- Os( 8T. '. 1 AA w ti F z EXIST-. FFJ.l6F-D df - (iG�IDIt.Nd� � � • ° � s z w 1 t�"je, "w Q F- • V it � t YWGC E;rilsTl,-14 ooI-IG;�,�.r.- t� u .F-PIN perr.INn-•ICa v'1 '� . d o{�-vn.li.RY 1-IICa1-I y1�t�OSTfkdo .w Z \, .vJ .TEFL hds.fiFc. x F� 'm7' 1 CZ017953-1 V� RFD ARC���� ,�RPiIJ/�f�-K HICgH EKY Project No: 8523 W..TER MiRI� Drawn By: NUT" .•N Checked By:Nq ETTY Date: L ITT LL E (SEG©TJ I G Scale: ) - Sheet Title: SITE PLAN TL� � Sheet No: $ _ 1 7. V 28'-O°} C FIELD VERIFY 33'-0" C F[11-0 VERIFY) N07 E ^BHT #ar FOkADD EXIST.' NE�J (o' H FF-NC.E— - RA�I'I�R Ttz�, ;,, T C,aM 329ta- ZW ?[GM 32 2 W 5 C. �q • ce5F ' F_ FxIST --- - -' ----- PROVIDE OPENINGS FOR m WINDOWS �- FA D"m GowMNS NEW GARPG�* R� e pXIST. CORM EMERGENCY ESCAPE AS (7YCAL) rx pe EXIST oFrE KING I ' , r REC1ovE FxIST: W q Z REFRAME OpEN'G REQUIRED BY PART. 714 OF QLTHNK ! ,, N G° NFA. GY4TIoN N.Y. STATE BUILDING CODE. - N _ p .. Z' �, l5,X ItN7-1Z 3 CDv PROVIDE OPENINGS FOR 6�GcN NEb PIANTE2 �I�T Z sJt� - I c0 G2EEN1-IDLSE p EMERGENCY ESCAPE AS G1URE RENICr/F. ExIST. 35M7 I.- 40 REQUIRED BY PART. 714 OF c.L I WwDow 4 NPIu y N.Y. STATE BUILDING CODE. N coNa. �c E r_ U-OIJNG uNITS IMU) S' li �I H EATING , # '0 A�EPr I J1- ' p J I` Q HAIt- 1 KITG+ IEN a Lu PJATI-I oN hP a -- - 6 �?�' � III II II II II II II II II II �. III II II II II II II II II II ' I II II I I ' II II II II - I �;: I II II II II II II II II piHiN� 1 L ivlN c, L7 =10 DIZE ING GEN, AR .� AfaEA �_ ;G: —L— l --iL -1- a 7 7— T �T —IT--TT 0 EK15 r I I a Ll Ll a LJ LI Ll Ll I .6 Z . u II II I up oo II II II IIuP � I � � II it II �� II II II II ij w � • �U2 II II II II II I II it II II II II � I j � II °II II II II ji II II I ' II jl II TErz�cE zmcN � i II II II I � i � II II II II II II ij Ij it ¢ 5 I II II II II II II II � II II II II II . II II II I I _ r U ll —F7 T-1— ---LI-_ -_ �I-_-_ -_ - �I-__ _-�_- _ __ -_-_'�-_- �I--___ -- IL -11-__ -_ -_-I-� -I-T _-_ `�_- _ _ _ - - ':a. ` �° I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � � ! I I I I I � -• ' LI LI u u u u u u u u L { Lj u u LJ a ,u Ll ll Ll v 4 i Sti��E OF ryE�A �i 017953- ��FPED AR Project No, gg23 �, I �+-� A Drawn By: Checked BY: NICs Date: NOTE: Scale: RENOVATIONS SHOWN AT DEN, LIVING ROOM (except wall removal), DINING ROOM, DRESSING Sheet Title: ROOM, EXTERIOR TERRACES AND TRELLIS AT R ST LIVING ROOM AND GARAGE, ARE FOR DESIGN FLOOR PURPOSESPURPOSES ONLY AND NOT FOR CONSTRUCTION PLAN Sheet No: i I ' 'I 3 V 5 i sr. �xreNo Ex � I ^'ctrl '.124B2W - yI I WINDO W k 12EF'�AGE WITH Ne.WCs6e MT, I W WINDJW ' ♦ } I I 3 t3eDRO�r1 W z z Q '3009 9N1011118131tl1S 'A'N - dDM-18VdAS! MOM 3dVDS,3A9M3983W3 Sb -- - - - - - ---- Q 3'iswaa W 3QIA08d \ Q ui Ca � c (-j O ~ Z HALL 0 BATH O Q I I � J W PROVIDE OPENINGS FOR O EMERGENCY ESICAPE AS / I REQUIRED BY PAIR1714 OF / N.Y. STATE BUILDIING CODE. f'.TrIG / y I a Z . 17 /E� LINE OF WALL. o � � azLL / amC ? / ¢ F • OF NEN a' ST r0 5 PF�� 9f, � y 1 G' 017953-1 � ' Project No: q'q2-j Drawn By: N5 1 Checked By: Date: e}/CAU Scale: Y11,11-01, 1 _11-01, Sheet Title: SECOND FLOOR PLAN Sheet No: : 3 t, f EXIST. G-HMNEY � E p�'hl yo S Ex vir�H eX�s� �R SHNGE RWF To N oyn NEW L�vrlc scRE E1N NEWJ CUFb4A' W/ --- - - -- — W/ Ix2'RIRM4rcE amm --- - 74x6- rrzlM � — Eke . WNDOW E NEw4 rzHENT -- GEG" R SHAKE RCOF � 10 NlAMH EXIST e 991 CPSF-IIEN'r- ;x * Iemu P�ENINGS 0 , ' - - � ---- - - _ ; =--�— w - IzEr'�?✓�p<Isr. �INbws. � � : ,� ,,; .i.'' - o � NovE exlsr,LAc F_SHINcale 4 ST MT - _ _ Nek - ® ® --- --- - - t PIGAL I SHINGLES W 5� Q NEW GED°JZ— F -Vier 51DIN 7D R PIAN —� -r_ r EX�bSUV�E z' FFE IS" H p _ g/4x� F�RNZ1L f'Xr>RD LA7-rC F_ Tb p _ — - --- — --- _ - -_ -- — - __ RikhV'v L. w; NEW WD CaAePGE CRS J =NEw 5/4u G cORNE2 9M)NE�PNTRY FbRGF 1 ' c EXIST oPFJNING PPWDF NEW }x(ojlN�a L :.. �� �— NEW GEpP�4 SH�NGLF� No�ZTH eL � ioN I� I� e6 Z. ..RENOVATIONS SHOWN AT- DENS IVJNG -ROOM N < s (except; wall rerr�'oVal), PINING ROOM, DRESSING. RflbAA, EXT) 'i1wIOR 'TERIM� E•S ANP- TRELLIS AT � o l.W J 2 ? K tIWO' A# .,GAR1�tiN AR�i• R Lt.E51GN'. :D W F.U.r2P,oses N NtY AND.1+NOT FOR 0ON5_T_RMC_TI-ON < � _ d - — — tiE OF Lili ST i� - _ sl 0179&q, gyp, •qFU ;NCH��E Project No: 8523 - - - -- - -- — y U - - - ---- - Drawn B N5/ Checked By: Wca .. Date: 4/�G Y94 - - - -- - - - - -- ,, Scale: 9 7 p1, ., -- ---- Sheet BUILbf G , t ELEV.ATIQN.AJ ;. SOUTH fLIVATION - Sheet No: 4 I EXIST. cEDARSHaKE'" LocATE BIRDER VA���� AA AT 5"ce o• y., � �; ;. . 2" 2 CgIJ 7T ER NEW _EL�2 546 r-E R507 _X WD ro ky �Xlsr �/rz TaIMI�A.KE �P �.j/Ix2 P N P x6 TrRIM � Ia°' glRpR mL aoLuI,ANz +INCaLEJEGM,, ATTIC 0FR-ovi-a NEI..� GI11�-DE2 SLPPo RT IN \ oN EXI3rlyG SHEATNINCa EXTERIOR Wi L \ W Y coLIJ M1 Z \\ I W 3 riB CDEWI Lt'�nIGEf2FFN �� !' W Z P'�'RICK., PA NG If - MD J � i _ YJ/ F�Ti`R. TS, I' -22xGCf�6EP W/ IxCEDNR. ON 1*14" THW- ` I '� - - -- - -- ¢ W p.1ORTAR BETTInl4 i� «S m N o p� rcr+ Exsr /�/ P.a ED /2 E7cP, J r cD x I g LJ N Iain YP PrD AS READ W FILLER o coLL aN z o II Z •• C�JrE�WpNE � II �� i �I Nct IST TIL IT A27'+4�W.Tit q W.u66TObJEx C CEG°�R�' LR i 'r uV GRO✓E PJQ�RDS 10l GuIO CAIRPER W 0 � �t :A i O 4 LU til I I I � — r!ov� exisr wwcoW '' " ' ILL — _ li '' I !E P'd7JIDE �IEW MIQ�/11J` + - P Il'Gi•i- ..y4N '� \` IS IN1G !�.x t r _ W r�EDM 11 CIA IC1� q THS • '� 6X10 G,iRD ER _ _ _ _ __ _— _ _ _— _ U) „ i I i' I ^ C p-19E R9 I�•EIN FO RGEP \ � - __-. � (ZppF `'1 a COcc r F'IY. ETF-4 MD ' I 4e , i a''THIc. co�NC, WALL 66LoW I! f2' usim".7 low�YJ C Chat NINcb�.l WX I PN Wp I'JR'*c.KETs 4, NIS,' G.= RA2IH'r0 ? I. NeJ 2xloFIZOt-IT I=.IN•ITI�-Y I�I�AI�.! 1Z © 7 L_ E. or ' w/csa-e s w CF r�� A _o I p ° v_ aN WD I-ATH To I"Wrckl I I _a, /2 w ' bCIST• _ z � LL • x i , NEW 1�JM,CaUT•rFR 6E.T TOP OF gUITER_ 12,14- 130FFIT JOISTS N. gi¢am¢ JNaEF- 5 "8 I(o'O,GG, W/ 1X4 FA&GIA AT 7-n 2 r„OF�I'1- W/CGfJT' VFr\IT K1TaHILN I. OF lj j 5 . ST�c A0 U _ * 4 P -._ TIDVEE NEEXIZTNOTcN - - - - - A2E-MOnI GED&Z 54tiGLES 179 953-1 z", ED AR�H� g Foe p11TTE,R r Project No: 9 5 Z.3 — ' Drawn By: Ur LL — — — Checked By: w S 1 s -'4- - - - - - - — Date: 4/2L/9L �TocK- ObLUMNS )�jRL�GK- H ExTERiOR Pi.'�/IN Gq Z � I Scale: A3 NOTA 2+LILDWC� I-IER�1�30NE Q WALL PATTERN F O Sheet Title: c i SITE DETAILS pA�T'IAL. �I�l_.L S� rioN _ � PLANT .�rvc.i •- -D @RICK-- ___— Iz" L.IioE BLUESToi.IE, D"Esln NE T-��Av_ I b^ND TV PIc�L -- —_---- Sheet No: Etc TERiOIZ WALLS F' I2_©1\! T �NTR�r EL ��/A'r' � oN I�L�. ►�1 tZF�AGG LE\/�L 5 1/2- a I'_ O I II Harbinson & Associates, J Architects, P. C. Ilmr bel gian bloc[ apron 1311 Brookstown Avenue r Winston—Salem, N.C. 27101 --! — 336 692 5577 ��•� Ib 16"n 9" o cncrm ete foo- g Fax: 336 725 4358 L support steel cclumn / J" bo• steel column v • r r slab to matc fh height of family room slab with radiant I'iea[ \ concrete blocl wall i 16' poureo concrete footing "'-"'_ - v 16"r 8" concrete footing support steel Column • - . �3' � ' �f : 4' be, st:" column Ming foundation wail New boder flu himne on existing base ��`�i�i J Allg,,Uro f oundo Lon wail 7' g — P r to: ° isting o Alig n�� = Frame over ex fireplace base wig 7� - // Align outside face of new foundation i iF with face of existing foundation will ix at front of house to align new roof gable with evisting gable doimer. EXISTING BASEMENT Loaaen s oen at e Mace so that room ster= ed Existing stud wall at - + west end of living roo� _ on first floor ,ENEFAL IIOTff Arcl,or and band all Intersections of i new fam dation Noll to evrsting with Step down Reardon House Renovation #5 rebav M2"o.c vertical . . . . / al P "-1 920 East Point Drive 2— Existln; foundation wall Existing foundation wall � b oared canm-ete slab — Southold, New York 11971 ALgn—, � Urop tee of foundation wall 7" . L // % /�• L— mX,2,•;c`hO.S kv"�. ta.:?m r,:?,'v:. ..ia::r. ro .v ii 11 -112 'y 'p a " poured concrete slab jsv; r/�t\ Revision 1 : 05�15�04 A step dawn between top of slabs at this location, 4" poured aan trete slob / i • — — �\ / r A' poured concrete fc nrlation wall on 8"x 16" poured concrete \\� footing (typical) Foundation Plan Scale: 1/4" to 1'-0" ,�ERED ARC ER3 9Q 7 29 OQ� OF NV4 May 15, 2004 p0�� HT MAY nM Harbinson & Associates, Architects, P. C. 1311 Brooksfown Avenue Winston-Salem, N.C. 27101 336 692 5577 Fax: 336 725 4358 ------- - -El -- --- Windows are approximately 2'-0" wide __- ---- ---- - -- ---- Height to be derterm fined by matching head of existing windows on front of -� house with sill to be approximately 42" above finished floor i Room 3�0 7_32 7-3i' 3� J - 4-0 4-0Dutch., shower Ll I 31 _.: _- -�-- L-- EQUAL EQUAL EQUAL 'a" - � EQUAL "C., 3�� I 71 yg 1' � � �� � �'�•.:. -.,---r,.i / _.. V"I _ r. � I' r M Align II EQ "D" EQ ,V' EQ "E, EQ "E. - EQ 'D` EQ Q` Doorway Doorway) /0 ` 2 1/2 wide -moi '1ia���?' - framing at I I door jamb '� ISI � 2'-0" doar,r Move wall In 6 ' >� to. a EQ." Q. N - - - 1 Reardon House Renovation tjo -- - —-- --.— - - ----- —° _ _ - — - -' ; , � . .. 920 East Point Drive ouold, New York 11971 EQUAL 2x"B" EQUAL "B" EQU "B" EQUAL 2x"B" Sth AL — — Pilaster Pilaster Pilaster Pilaster \V Room 3'-0" door i� Iq ♦ Floor Plan 1 Scale: 1/4" to 1'-0" Area of new construction E�ED ARC E OA i te20 pQ� F IN May 15,2004 p0��� Harbinson &Associates, Architects, P. C. 1311 Brookstown Avenue Winston—Salem, N.C. 27101 To landscape lighting _ 336 692 5577 Fax: 336 725 4358 0 �- i $4 $ _ . .. 0 Oi For & cookfop $3 � ,$4 fi . $t$t - - .• - �Mlcro. . $ .. cFl I —_ 1 0 $$,$� 4 � — . `-• �.�.:'� ryc'' p�f. = ' . ryry -$3R. I R�. R. To „lo- ft GFI cFI I�+ /� Wine Ref Cooler -$1$ L -$7$- '$ $ CRI TL 3..,.o - -_Soffit above ub U t { om $3 . . - - - �I" $3 $3 1 $3$3$3 0 stl Isile 1 $_ ------- �5 AbovCBL C) � O° '�IC. � Mantle r H $ " $$1 GFI tom �: st Reardon House Renovation $3 GFI --- �__ - -- - - - - _ -- - _ - -_ - - - - _ �1 EXT �- --- -�-- - — - -�- - Yr EXT $t st st 920 East Point Drive j $t � Southold, New York 11971 Stereo 51 Q� ,3 'LEI Speaker musst clear arbor Speaker must clear arborFL' 52 yyyy \y� 9P � O C3L Electrical Plan-First Floor �� - ' 0 Scale: 1/4" to T-0„ - -- — - To landscape lighting at entrance to steps to beach a NOTE: Cable in upstairs bedroom above both. -D Legend w $, Single-pole wall switch $3 Triple-pole wall switch Ceiling mounted faurescent light ,X-p,ED ARC $4 Four-pole wall switch Duplex wall receptacle ' ----' NEXT Exterior duplex receptacle Wall mounted light/bathrooms t1 $3, '$ .., 0 �� Quadra lex wall receptacle Ceiling mounted light/ a2 O P J w � OF NEW OGFI Ground-fault wall receptacle ,-- Garage door opener 8 C8 Cable wall jack , Ceiling fan May 15,2004 G)CBL � D Telephone jack - �� � - Ceiling mounted incandescent light `m :R: 4" Recessed incandescent light ® Ceiling mounted power vent/light {l Wall mounted sconce L Flood light o QC st Stereo speaker/wire to closet •' in recreation room $3, s2 Stereo speaker/wire to wall in master bedroom closet to windows & master bath 2 Electrical Plan-Loft Scale: 1/41" to 1'-0" Harbinson &Associates, Architects,P. C. 1311 Brookstown Avenue Winston-Salem, N.C. 27101 336 692 5577 Fax: 336 725 4358 F n - I Match pitch, materials & Match pitch, materials & trim detail � trim detail to gable on front of front offnouse hto gable on I New cupola � r JL L. Fixed transoms \ 4_ & arched window y� L L 12 Verify that the existing gable Remove overhang 9 an the front of the house "- (north side) has a 9/12 pitch L ,.- Kick-out cedar shingles 9 J JuI over window to motch li gobla detail an front illi JL _ -Tri_ 1� A: of ha119e C yam' ILJ� 'L Reardon House Renovation j / 920 East Point Drive% � - - - - - - - - Ci' IL11tII - L - — Southold, New York 11971 -- r - �C — d C CCC CCC IAC - ��C ��- _L-I a CCC CCCi C - - - - � C � n l � -rill r 1 C CCC CCC o CC p,JlJ - ILC C CCCICC_ - 'Ii, CCC CCC - -- C T ,I I � k -IF VIII L � i T � I I — C J , -- - - i �I ISI j11 - 1I I � L� CJI - I L - 1"x 6" casing—typical (pointed) Bl column bases with Form step between each parr of columns Wood arbor wdh '1 Glu estone cop (typ mal) Mo[ch Bluestone treads and brick details 12" diameter an front porch. tuscon columns 1 South Elevation I Scale: 1/4"to Vi I r, III �ERE�RC c7�J�yeasy tiiT� II 'I 'II 'I O ,829 OQ� OF NEN y 11 ', May 15, 2004 ll l` � r F ciates, Avenue N.C. 27101 336 692 5577 Fax: 336 725 4358 1 7' 8" header above A� ��� 7 —�" high garage ��� T�'� TEFI door. Leave rough opening for transom �� �'�� windows above L LJ header to botfom of door framing, 9' Reardon House Renovation I 920 East Point Drive - / -- •� - -- - _ - 7'-of 0e 1 2" _- -__ -_ _ _ - - _ _v — _-- Southold, New York 1 1971 Bloor of rami ngt r i i h ' r 4•-6'+ - r—� Top of garage* � door I I L11= �� l Fin. Ist floor fir - ------- Fin. garage floor ♦ East ElevationA North Elevation-Garage 1 Scale: 1/4" to 1'-0" L Scale: 1/4" to 1'-0" ,�FPED ARC •„ �w�5y�,v�s y���T�, z9 oar OF NO� May 15, 2004 CSOC�d���OO Cfi] i� -- — --- - ---- Harbinson & Associates, Architects,P. C. 1311 Brooksfown Avenue Winston—Salem, N.C. 27101 336 692 5577 Fax: 336 725 4358 Header—(2) 2x'1 2.''s Header with a '1/2" plYvd. 3 1/2"x 9 1/4" raters Existingridge spacer (typical) 20E Parallam PSL & rafters _ — o 1.. r� _ o"— Ua NN .Q\ote Note `m . v v 2. 1 Bottom of 2"x 10's @ y 7'-6 1/2" above finished pJ a floor of recreation room. Top to align with top of . Porallom beam, 2m'10', CEJ 15„ ::2 0"s Ridge brace—(�)2x4's. 1 � Reardon House Renovation 7x18 2 0E::Paral1,6m PS ,7x16 2 CE Parallam IPSL, 9 " 20 East Point Drive 112x 10's 24" o.c;; Southold, New York 11971 Header—(2) 2x12 sa 12 —62xCs 10 s X16 a c with � P Y" wd ie 7x6's @ 7' " Above o .. � — : spacer (typical) ; tiGA 6 J� 2 �finlshecl loft floor, (typ) 1 % 0:: .. 1 Roof Framing PlanA Loft Framing Plan 1' Scale: 1/4" to -0" L Scale: 1/4" to 1'-0" wkED ARC ERSN �a LL l iaz9 pQ� FIJENN l May 15, 2004 LQ� Harbinson & Associates, Architects, P. C. 1311 Brookstown Avenue Winston-Salem, N.C. 27101 336 692 5577 Fax: 336 725 4358 F - - - �- - - -'-- - -- Imo— _- - - - -_ - - _— — I n ' I I . `I =1 _ - 1 Interior Elevation-Recreation Room FireplaceA Interior Elevation-Great Room Bookcase Wall Scale: 1/2" to 1'-0" L Scale: 1/2" to 1'-0" Reardon House Renovation 920 East Point Drive Southold, New York 11971 i AFF AFY p - - . AFS 2 h6�_p�� Finished Ist Floor Elevation of Pilaster Elevation of Pilaster Side Elevation of Pilaster Elevation of Panelled Counter ��� EDSR�yfo Scale: 1/2" to 1'-0 4 Scale: 1/2" to 1'-0" 5 Scale: 1/2" to 1'-0" 6Scale: 1/2"to 1'-0" 4e Q LL 1 = A 21829 OQ� OF NEN y May 15,2004 M(@WCM S0@H1Qb 10 Harbinson &Associates, Architects, P. C. 1311 Brooksfown Avenue 3/4" Marine grade plywood Winston-Salem, N.C. 27101 336 692 5577 i ns 2 Fax: 336 725 4358 7 — — 1w6 Framing a \ ' a Colamn base Rap Insulubon Slate cap stone .. --- - - - 5/4 Trim boards, white Brick piers, typical 3/4" Plywood stiffener w Brick pavers in herringbone o — pattern with slate steps �- - by, L- 1.4 Wood tr ' 0 • J - III \\\\ L - - _ 3 Section Detail Q Steps &IColumn Base ' 1/2 Sheetrocb. Scale: I" to I -a" 1/2" Plywood stiffener 2' 1/2" Plywood sheathing n 1/2" Plywood bent to shape IN 4X4 Corner posts, bolted to framing Reefing to match existing replica V 'IIYIII I [ I`r P Reardon House Renovation 920 East Point Drive 1 Section Detail through Cupola Southold, New York 11971 S.W.: t" m I'-o" In 3' 0" ' - - - - - - --_ _ - - /- fir box N O 3.. —8 I —C < 4/4 t /5 l 3/4" Plywood stiffener 9 5 - 1 below 2x6 rafters g 4 Partial Plan of Recreation room Firepalace saale: I" I'-a" Line of zave above - l Corner posts bolted to framing PSD Agcy C7 1t1,YERSH �Ttn 2 Plan Detail through Cupola Seale: I" to I'-0" ILLI 21829 OTS SOF NEN May 15, 2004 DQ��o0� LQ77 R � F.D ARCyr BRICK CHIMNEY M. THD �Oa SET CHIMNEY TO 2'-0" ABOVE A 10'-0" HORIZONTAL PROJECTION N 12 { 5 I. J"j. Np 024fyfA� OQ� CEDAR SHINGLE ROOF! 6 ,TFOF NE�'tZ " CEDAR SHINGLE ROOFING CEDAR PERFECTION SHINGLES I" " TRIM 7N "Xb" RAKE STE P INB I" " RAKE FRIEZE I"X 5" TRIM BOARD . -- 9/ "X4" SURROUNDS I GRADE BOX OUT WITH I" PINE POUREDD CONC.PI" Lu . 12" DECORATIVE COLUMNS AVING. - t SOUTH ELEVATION t _ z SCALE: 1 /4" 1 '-0" BRICK CHIMNEY O SET CHIMNEY TO 2'-0" ABOVE A ' 10'-0" HORIZONTAL PRO.EGTION uj9 CEDAR SHINGLE ROOFING !"X2" TRIM ON " RAKE 4\_-1 z I"XB" KE FRIEZE 5 FLASHI ' (~ L O/� CEDAR PERFEGTIO0310] In D 5HINGLE5 nn Q 2 NORTH ELEVATION t SCALE: 1/4" = 1 '-0" O O J LL O - BRICK CHIMNEY 2" X 12" RIDGE BEAM W O SET CHIMNEY TO 2'-0" ABOVE A CONTRACTOR TO PROVIDE ALT, IOb" HORIZONTAL PROJECTION FOR 'CEDAR BREATHER' CEDAR SHINGLE ROOF SYSTEM OVER ICE AID WATER SHIELD 2 W W z 9 ."3260RAFTC-R TIES < (((III J m Q Q lL 0 + STEP LASHING CEDAR ROOF SHINGLE5 1"X3" LATH OVER 15 • ROOF FELT (� V2" COX PLYWOOD SHEATHING. "" 2X 10ROOF RAFTERS O Ib" O.G. r " T.O. SECOND FLR. � F I/2" GYP. BD. FINISH T, i 5. B COAT JOB REMOVEB SHEEl720CK TO U ;b EXP05E GIFILINEILIN6 J015T5 O �" BOXED OUT EXIST'B CEILING Q I"Xb" FASCIA WITH 1"X2" TRIM r JOIST5 WAINSCOT IN SEThEEN <_ ♦ CONTINUOUS SCREEN VENT g N 4 q sct%32= TYPICAL WALL GON5TRU TIQN LIION SHIN99LE5 TYVtK HOUSE VING f ROOMFAMIL GWRAAPR/2RGD XTPLYWOOD SHEATHING ON "— go 2"X4" WD. S7UD5 • Ib" OO. R-15 INSULATION N FIRST F 4" POURED CONCRETE SLAB n\ 1 "/" DN FROM FIRST FLR. 4 MILL VAPOR BARRIER W U E (� L v X 8" POURED CONCRETE FOUNDATION i 6 HALL ON A b" X Ib" POURED `l EXIST'6 CONCRETE FOOTING 3 GROSS SECTION • 51HT, No. 1 SCALE: 1 /4" = 1'-0" CELLAR - I OF 3 c , i "^t I. Abp,&D ARCy/� - �$hY. Ty Fc 90 U f t p C � `t'l 1'o. 02A ..' O ATF OF NtV" r - - - - - - - - - - - - - - T - - - - -'`- - - - - - --- - - - - - - - - - - - - - - - - --, I I j2ELpGATE UhN/C REMOVE ALL E E HIT INTERIOR I IT DOORS REPLACE WITH NEW LOUVERED SOLID WOOD I/4" f THICK DOORS EXI5T'G R.R. EXI5T'6 R.R �� 2"XID"RRIIb"OC.�� North 2"X10 R.RAIb"OG.�� INSULATION } - NEW DOOR AND WINDOW TRIM TO R-30 INSULATION I BE I"X4" PINE WITH BAGKBAND 1 I b" CROHN MOLDING A5 SELECTED BT ONWER AND ARGHMEGT I I 9 1/2• BASE MOLDING AS _ I I to SELECTED I J- - - - - - - - - - - - - - - - - - - - - - - - - - //I t / , z I I • II I II s� =� / \ / I L LALLY COL.�. :REMOVE EX15T'6 // I 5t= A0 LE O 1 1 BE CIOC ARLHITEGT � / \ •� a / Alm ,. REMOVE BXIST'6 TILE O / Mme^ \ I ,A// O . . REMOVE EXI '6 / \ L Ud FLOOR Dom TO WALL t VANI \\ REMOVE EX T6NEEDED +0// _ REPAIR SUMFLOOR AS POOR NEW FLOOR AS SELECTED Y� T PER OWNB2 _ _ - - _ _ - - / 3-2"X4" POST "Xb" POST - - -_ REMOVE EXIST'6 FIXTU2E5/ \ ._ _ - - - _ _._ _ - ,_ _ . _ \ REMOVE EXI5T'G PER PLAN OM FlXfi1RE/ - - - - - - - 64.AS5 DOOR- I \ RIE16C 5 PER DON EAMILLIq ry 7. 3'-4• 2�0' \\ I BMETAL ELOW FLUE FROM i pC //, DM� +�\\\ OC ( m O / BA S 7 - \ v I \ Exp � Id' MA50NART HEMR H / !K' CATH. \ �! CATH. \ Dim 'p Lu �,�* LqI�V�IN�G I /ry Jpe' \ I FAMILY I / Q SMdKE \ 4 b (l EXIST-14 / DE GTOR ~} REMOVE EXIST& �TROCK TO I I TCH�ILIN6� - -ALL,��R // \\ r EXPOSE CEILING JO*T5 III yI �� - ,Q BOXW OUT EXIST'9 6f-ILIN& �\ \ ln.JG�7F�16� JOISTS WAINSCOT IN B�T4 N 134 - POST - -- -- 70" 2"XIO"R.R@Ib"OG � R-30 INSULATION \ , III 1 I 2"XIO"RR.*Ib"OG ifs... _ - T REMOVE EXIST'* I I /� �\ ��_ r __ __ _. ._ -_ _. _ - - - _ _ _ WALL < WINDOW \ % R-30 INSULATION n I m 71470510-PICTURE-T'W20510 \ FH& 12 6 PICTURE __ - �` ._ _. _ _ _. _ - - T 11 N It I !IUII UI -II I II - ll -II- JI1JIiI - l� -IL -I- !!-�J - 2 =l - ltI -U -IL I - JI- IL -ItI U-,Jl - U -ILI R N 4 - Ih 11 II 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1I II OrwCATION 2-TR02412-TR24100 7t 2-TH245I SE ODA 2-Tw24510 O 1 II II I II II II it II II II II II II -2"X12FXI T,6 -2^x122'x1HDR 22x12' 22 xI " HDR.- - - -- 2a 2 2 - - - - - - - - - - - -- - -- - - - - - - J LL II II II - - - o 11 11 if 11 11 it II 11 11 11 II 11 If 11 11 11 11 II 11 1 II 11 2-z"x2 HD . b 119 II II 11 I 11 II 11 II II 11 11 If 11 II 11 11 11 II 11 II II II 11 II 11 II II II 11 11 11 II < 1 11 II STEP _ ry'ry�'/f\°iry , / i IIII',I IIII IIIIII -1fl1I�J7I,tILI -1fIlI(�-?II 12 II A IIPI V-I{III 1"IIIIIIII IIII -1III1III I II II II IIII gIUI-AV„C1IN�1iL6�G,._L, IIlII1_ II IIII IIII_ II III II II I1I1 IIII I IIIII " II_xv OHN I 4 PRoN : lr v III 11 111 11II II 11 11 11 11 11 11 I 11 11P I - OYW1TH 1'11 II 11 BUESTpT pIII II 11 II II II V TOP wOBBLUE5TONE PA INS. 11 WD II 2- l V Z TEPRACE "6 PERMA GA5 COLUMN5 Lu 19 1-144 D D L O `•\ \� f i/ II'-II' CAST CO-U1%'NS 4.,,0.. 614' T,-0.. 5.-T. 5'-7" b'�" 5'_T" Iq'-q• 14'_S. 13'-4" 24'_2" 0 v c- � v N v 6 � x PROPOSED FLOOR PLAN 6 S r 2 SCALE: 1 /4" SHT. No. • O OF 3 GENERAL NOTES 1, CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE 14. ALL FLASHING SHALL BE ALUMINUM. ��PED AgT.H PRIOR TO STARTING OF WORK AND HE SHALL FAMNARIZE HIMSELF NTH THE INTENT OF THESE PLANS AND MAKE WORK AGREE NTH SAME. 15. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS NTH 'HURRICANE ���\9 ICES M' TNp FOS, 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE CLIPS' 0 16' ON CENTER, A PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE 16 DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED O TOWN OF EAST HAMPTON, DIMENSIONS. ARCHITECT -HAS NOT BEEN RETAINED FOR ON SITE ' INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 17, DRAWNGS AND SPECIFICATIONS AS INSTRUMENTS OF SERMCE ARE AND DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECTST Np �A Q'k' SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE '4> 024A FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT F OF NE`N Z ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. BY AGREEMENT, IN WRITING AND PATH ADEQUATE COMPENSATION TO THE 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO ARCHITECT. 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL NTH A MINIMUM SOIL 18. ALL 'MICRO-LAM' LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS (Y PRESSURE OF 2 TONS PER SOFT. AND SHALL HAVE A MINIMUM OF 3'-0' MANUFACTURED BY TRUS JOIST CORP, OR EQUAL SIZES AS INDICATED ON U Of COVER. „ PLANSL NTH MANUFACTURERS(NSTALIATIONS SPECIFICATIONS ND R COMMENDA71ONALL BE IN STRICT S�FORMANCE N q 6. ALL CONCRETE SHALL BE 3000 PSI CONCRETE 0 28 DAYS. 19. ALL KETAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE 'TECO CONNECTORS' OR EQUAL AND SHALL BE CAPABLE OF 7. DESIGN TIMBER STRESS - DOUGLAS FIR , NO. 2 GRADE FB HANDLING LOADS 0 CONNECTION POINTS. INSTALLATIONS SHALL BE IN 825 PSI, E = 1,200,000 PSI STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND - B. ALL HEADERS SHALL BE (2) 2"%8' IN 2"%4' WALLS k (3) 2"%B' IN RECOMMENDATIONS. 2'XB" WALLS UNLESS NOTED OTHERWISE, 20. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND CEDAR PERFECTION ALL OPENINGS 5HIN6LE5 9. ALL HEADERS SHALL BEAR ON 2 - 2- X 4" POSTS 0 2'X4' WALLS FOR OPENINGS OVER VOR SINGLE 2- X 4' POSTS OPENINGS UNDER 5'. 21. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES 10. FURNISH AND INSTALL SINGLE STATION SMOKE DETEC71NG ALARM SOLID BLOCKED OR PLY CHIPS. DEHCE IN COMPLIANCE NTH NEW YORK STATE BUILDING CODE. W 22. ALL DSTRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE uj __ INSTALLED AS PER A,LS.C. I1. 11. ALL WINDOWS SHAH BE WHITE PERMA-SHIELD MYTH HIGH PERFORMANCE lT Till '+ OUTDOOR 510 GLAZING AS MANUFACTURED BY ANDERSEN IMNDOWALLS OR EQUAL, INCLUDE 23. ALL DRYWALL SHALL BE U.S.G, NATIONAL GYPSUM CO. 1/2' II h' 4 1h SIZE AND STY TO INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. TAPED AND SPACKLEO THREE COATS. / THICK, W - T II ? BE GOORDINA 4+ BETHEEN ARG ITEGT 24. ALL PLUMBING SHALL 8 IN STRICT CONFORMANCE WITH NEW YORK f� a� LI �" AND OWNER 12. MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING E 1-I--I H; II I MEMBERS AND FIREPLACE OR CHIMNEY MASONRY STATE BUILDING CODE. 1 -L--'� AIR GONDITIONIN6 13. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 25. ALL ELECTRICAL WORK SHALL BE BOARD BLOCKING O INTERVALS OF FIRE UNDERWRITER APPROVED. NOT EXCEEDING EIGHT FEET. ' UNIT 26. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND PROVIDE'DOUBLE HEADER JOISTS AT ALL OPENINGS, �.� �.. z VII I' SIDE ELEVATION ro wne��run Q SCALE: 1 /4" . .� 7— e�HURRIGANE CLIP DETAIL n * '- s ,l : 01 • _r7 RIDGE VENT DETAIL C NF N Lu, 1 I ANCHOR E BOND WITH a5 REBA -1 I I 0 12 O.C. VERTICAL AL N I Z Q i� -- - --- - -- EX15T'G - - - - - - - - - - - - - IY [ELLAR 1 I I � LL UNEXCAVATED I ' 4' POURED GONG. 5LAB L— W W V ♦ ��• /,/ Ll z QANCHOR 4 BOND HITH W5 REBAR q0 12" O.C. VERTICAL ANCHOR l BOND WITH #5 RE- - - - - 2' O1Rm - -- - - -- - -- -- - - - - -- -- - -- -- - - - - -- --- -- - -- - - - -- - - OI2 o.c. VERrI— -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P�a1NDAATI�ONf, - WALL ?' TH15 ATREA 1'-101 ANCHOR 4 BOND WITH N5 REBAR THIS0 12" O.G. VERTICAL t- - - - - - - - - - - - - - - - - - - - - - - E I •P I I � - i I 4' POUR® C4NO. SLAB W \ I FOUNDATION WALL ON 5"Xib" g" POURED CONCRETE e POURED CONCRETE! FOOTING \\ - - - -- - - - _ r SHT. No. 2 ' EOUNDATI ON PLAN TI' 3 SCALE: 1f4" OF 3 BRICK CHIMNEYI SET CHIMNEY TO 2'-0' ABOVE A - IOb" HORIZONTAL PROJECTION II I CEDAR SHINGLE ROOFING CEDAR SHINGLE ROOFING - - -! I"X2" IM ON "X8" RAKE -12— -I"X2" TRIM ON I'XH RAKE_ STEP FLASHI 6 -I"X6 KE FRIEZE z .J"XH" RAKE FRIEZE— — I"X8" TRIM BOARD- ---_ — _ - CEDAR PERFECTIO -- __- - AR PERFECTION — SHINGLES - --— SHINGLES I'X8" TRIM BOARD Q - -- -- - - _- -- 0 - _ - - I I iX4 SURROUNDS GRADE BOX OUT WITH I" FINE POURED GONG. WITH V 12" DECORATIVE COLUMNS BLUESTONE PAVIN6. t I SOUTH ELEVATION � 1 SCALE: 1 /4" = 1 '-0" Lu LL J I- Q z 11.E O ® < 77 Lu C) 61 OUTDOOR SHO R O 5I2E AND STY TO r BE GOORDINA ED ll�yr Ili I CEDAR PERFECTION BETVEEN ARGI TECT SHIH61 E5 AND OV44ER 0 II ; NIR GONDITIONIN6 f1 L LL � /-----111 d 2 SIDE ELEVATION Q UNDERWRITERS CERTIFICATE (� 1 SCALE: 1 /4" = 1 '-0" OCCUPANCY OR REQUIRED 30 ti ` Ill� USE IS UNLAWFUL AR90 DAS`NtlTED O BRICK CHIMNEY WITHOUT CERTIFICATE DATE' / B.R$ oa' SET CHIMNEY TO 2'-0" ABOVE A l0'-0" HORIZONTAL PROJECTION ANCY CONTRACTOR TO PROVIDE ALT. BY: � 2" X 12" RIDGE BEAM FOR 'CEDAR BREATHER' CEDAR 5HIN6LE NO IFY BUILDING OEP� / ENT AT ROOF SYSTEM OVER ICE AND WATER SHIELD 765.1802 9 AM TO 4 PM FOR THE _ CEDAR ROOF SHINGLE5 FOLLOWING INSPECTIONS: I"X3" LATH OVER 15 • ROOF FELT 1. FOUNDATION - TWO REQUIRED 12 v2" cdx PLYWOOD SHEATHING. PROVIDE ANTI-SCALD AND/OR FOR POURED CONCRETE U-1 CL 2 4 2" x lo" ROOF RAFTERS 0 16" o.G. THERMAL SHOCK PREVENTING 3 INSULATION FRAMING & PLUMBING Q a STEP FLA5H1 2" x b" RAFTER TIES DEVICES AS TO PART. 902.6(K) 4 FINAL - CONSTRUCTION MUST N.Y. STATE BUILDING CODE. BE COMPLETE FOR C.Q. ALL CONSTRUCTION SHALL MEET 11 1 THE REQUIREMENTS OF THE N.Y. CD Q -�-1 PROVIDE OP�NINGS FOR STATE CONSTRUCTION & ENERGY TO. SECOND FLR. EMERGENCY CODES. NOT RESPONSIBLE FOR V2" GYP O FINISH • DESIGN OR CONSTRUCTION ERRORS T. e s 3 eonr JOB REQUIRED BY(PART. 714 OF REMOVE EXISTS SHEETRO6K To EXP05E CEILINff JOISTSN.Y. STATE BUILDING CODE. BOXED OUT EX5T'6 CEILING 1"X8" FASCIA WITH VX2" TRIM JOISTS KAIN5aT IN BETWEEN EXPANDED CONTINUOUS 51-REEN VENTPINI � 4 4 TYPICAL WALL GONSTRUGTION NF=k4�p ROOM REMODELED NEH - CEDAR PERFECTION SHIN&LE5 TYVEK HOUSE PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE a " MASTER REMT FAMILY FAMILY WRAP 1/2" GD X PLYWOOD 5HEATHIN5 ON ATISZ R�QLA OM 2"x4" WD. STUDS m 16" o.c. R-I5 INSULATION CERTIFICATE OF OCCUPANCY H I� Q goal SOLDER USED IN VV y FIRST FLR. 4" POURED CONCRETE SLAB SUPPLY SYSTEM CANNOT YT '/" DN FROM FIRST FLR. 4 MILL VAPOR BARRIER PROVIDE SMOKE-DETECTING .GRADE ALARM DEVICES k-XCEED 2/10 of 1% LEAD. AS TO PART. 721.1 8" POURED CONCRETE FOUNDATION N.Y.S BUILDING " WALL ON A 6" X 16' POURED �CODE. '� (� CONCRETE FooTIN6 If copper tubing is used 11 I EX15TE6 DO NOT PROCEED WITH for water distributing V' CELLAR FRAMING UNTIL SURVEY system; piping shall be OF FOUNDATION LOCATION of types K or L only i CELLAR UNDERWRITERS CERTIFICATE HAS BEEN APPROVED. REQUIRED CS. ' PLUMBING ALL PLUMBING 3 GROSS SE G T O N TEST�NGgLUA LINES fvASTG NEED T, 1 SCALE: 1 /4 = 1 '-0" ORE COVERING I _ O1 +" a ' O O IL L. N W q T - - - - - - — - - - - -- - - - - - - - -- -- — — — — — — — — — — — — — — - _ — — _ — — — — _ — T _ _ _ — �ZE-- LOCATE REMOVE ALL EXI5T'6 INTERIOR UNIT DOORS REPLACE WITH NEW LOUVERED SOLID WOOD 1 1/4" THICK DOORS North NEW DOOR AND WINDOW TRIM TO ' BE I"X4" PINE WITH BAGKBAND 1 O O Lu I I 5" GROWN MOLDING AS i--1--I SELECTED BY OWNER AND ARCHITECT E MOLDING A5 SELECTED l-l__l O % \ LREMOVE EXI5T'6 LALLY GOL OUTD00 SHOWER ZLLJ IZ BE GO SIZE A S� TO O T O ARROHITEGT REMOVE EXIST'6 TILE (o KITCHEN — FLOOR DOWN TO REMOVE EXIST'6 (� Z 5UBFLOOR WALL e VANITY Q REPAIR SUBFLOOR AS '� If NEEDED ( H - T REMOVE EX15T'6 REMOVE EX15YO NEW TILE FLOOR A5 �p DOOR WINDOW SELECTED PER OWNER J / 3-2"X4" P05T REMOVE EXIST'6 FIXTURES! — XH POST - - -- — — NEW BATHROOM FIXTURE ' PER PLAN _ _ _ _ — _ I I n _ _2 _ — — O V I r _ _ 'X12" MAIN — , _ 2"XIO"R.R.01W G H \ \ RIDGE �//� Dom NY5 SENER6YE D R-30 INSULATI NI Q O ' NEW W.I.G. FrA „ " ^ N III r --- - - - - - - — ; I T" W/ FRESH AIRI E'\ ! / OI REMOVE 'T / '� 8'- ;'/\•. 3,-9' O 2' O" R-30R P50 I i .. METAL FYUE FR�M \ ? .po - Y' / BATH G =J= Q d) FRAME REVERSE REMODELED i/fir, . BELOW/ I I I 0 O THROUGH DINING I I i. Ib" M/A5ONARY RTH ^" P��9 Q EXPANDED ROOMY / 5r� V�,� 9 — L 6a ^ REMODELED DINING ROOM r // o- of croR LIVING ROOM 01 GGEEIALWO 0 p ' O^^ �+'II CATHEDRAL I \ REMOVE EXIST'6 5HEETROGK TO GEILIN6 // \\ gni REMOVE OR,Exi4FI' /RpOM p p dYY r^�,Fllll WALL, DOOR, a '�' r ; 2666 - F I^I EXPOSE GEILIN6 JOISTS � // _ \\ FIREPLACE // \ _ 0 NE` O BOXED OUT EX15T'6 GEILIN6 I l� 3Bo \\ O BATH R - ._ -_ JOISTS WAINSCOT IN BETWEEN ml Op/�/ I REMOVE EX ST'6 \ II POST - - - - -_ --- -r�— m,l,l ,. ,IDO / `� d'I \STE ^\ . = b / \ / — I e IND O 10 TW20310 TW20510-PICTURE-TW20510 / I WALL W OW \ / TW20510-PICTURE-TW20510 \ / GQR - J \ r10 4 O B. 11 O �, - - - . — - __ — - - - __ — X __ - -rq� y 2 XI - _2" 12" _ IN LL L RN _ � 1-PL �I II l II II II II II II II I� IMI I 4 IS Er IT _ -� II qo IIIIIII II II IIIIII II II II II III II II II F612I I IiIl II II II IIIIII HDR _ N6 1i IIII I 10 2- 068 2-TW2051 JI x12HDR 2-2"XI2" HDR, L - — --- - - - - - - 11 II II II II II L - - - - - ---- - - - II II II II II III II I III II II TEP 0 II II I II II II II II Ila II II II II Dm II 11 I I II II 11 11 II 1 NG IWI 11" 11 11� 11 II II 11 4" POURED GONG. WITH I" = o ONPANI B ErcoWr . II II II BLUE-STONE PAVING. NE -p 'Z nl I 0. 0 5LUE5TO E FAVIN6. ry II 3 W Z ti II I II II Q _J ryti+ II II II II q q L- w _II 1I IR-?'�12" GA DR.II II II _II - ��^ (�=2��'F�JC�A hpR• 11_ u u u_ ' I d ERMA CAST COLUMNS - - - - - 2`11 PERMA CAST GOLUM 2' 4 3'-4" 2'-4" II'-6" 10'-2" 4— H' 5'- ' 4'-4" 22 ~ 4_1 PROPOSED FLOOR PLAN \,_2,1 SCALE: 1 /4" = 1 '-0" \ 5HT. No. OF I PFIOR TO STARTING OF WURK AND HE SHALL FAMILIARIZE HIMSELF TWT^ TME INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME ' • .'A` a� .•�.E � IDII _ 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 16 00 NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED Z PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE DIMENSIONS ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE TOWN OF EAST HAMPTON INSPEC71ONS AND/OR OBSERVATIONS OF THE CONSTRUCTION CL 3. THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 17. DRAWINGS AND SPECIFICATIONS INSTRUMENTS H SERVICE ARE AND DISAGREES THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT WO V SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD . FAIL TO FOR WHICH THEY ARE MADE IS EOR EXTENSIONS SI NOT. THEY ARE NOT XC BE N FOLLOW THIS PROCEDURE. AND CONTINUE WITH THE WORK, HE SHALL USED ON ANY OTHER PROJECTS OR EXTENSIONS E THIS PROJECT THE W ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM, BY AGREEMENT IN WRITING AND WITH ADEQUATE COMPENSATION TO THE Q ARCHITECT 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO / IB. ALL "MICRO=LAM• LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS 5, ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL MANUFACTURED BY TRIES JOIST CORP, OR EQUAL SIZES AS INDICATED ON / PRESSURE OF 2 TONS PER SOFT. AND SHALL HAVE A MINIMUM OF S-0" PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE OF COVER. WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS / 6. ALL CONCRETE SHALL BE 3000 PSI CONCRETE O 28 DAYS, 19. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED / EXISTING. SHALL BE 'TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF 7. DESIGN TIMBER STRESS - DOUGLAS FIR , NO. 2 GRADE FB = HANDLING LOADS O CONNECTION POINTS INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND 825 PSI, E = 1,200,000 PSI. RECOMMENDATIONS. B. ALL HEADERS SHALL BE (2) 2'X8' IN 2'%4' WALLS 8 (3) 2'X8' IN 20, DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND LLL�+YYY{ 2'X6' WALLS UNLESS NOTED OTHERWISE. ALL OPENINGS. .� 9. ALL HEADERS SHALL BEAR ON 2 - 2- X 4" POSTS O 2'X4' WALLS FOR OPENINGS OVER 5'OR SINGLE 2' X 4' POSTS OPENINGS UNDER 5'. 21. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGES SOLID BLOCKED OR PLY CHIPS. 10, FURNISH AND INSTALL SINGLE YSTATIONORK SMOKE DETECTING ALARM \ � DEVICE IN COMPLIANCE WITH NEW YORK STALE BUILDING COBE. 22. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE a INSTALLED AS PER A.I.S.C. 1 �\ 11. ALL WINDOWS SHALL BE WHITE ANDERSEN SHIELD WITH HIGH PERFORMANCE V \ GLAZING AS MANUFACTURED BY ANDERSEN WiNDOWALLS OR EQUAL. INCLUDE 23, ALL DRYWALL SHALL BE U.S.G NATIONAL GYPSUM CO. 1/2' THICK, \ INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. TAPED AND SPACKLED THREE COATS. z - J \ 24. ALL PLUMBING SHALL BE IN STRICT CONFORMANCE NTH NEW YORK '. .; 12. MAINTAIN 2' MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING STATE BUILDING CODE. `\ \ MEMBERS AND FIREPLACE OR CHIMNEY MASONRY �-F--1 13. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 25. ALL ELECTRICAL WORK SHALL BE BOARD OF FI UNDERWRITER APPROVED BLOCKING O INTERVALS NOT EXCEEDING EIGHT FEET. 26 DOUBLE JOISTS UNDER ALL PARTTONS PARALLEL TO FRAMING AND PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. —_ ~ -1- TVI ,I 1I^�-/1 IE .- _ zxxe,e cmae tiwe w,r \ ��TA� < O / \\ wsLMl4PWIIID Q / \ TO Vl1IX.N.l! - - - - L - - - - - -- r 2-2"XI " NOR, O i ccs O S�OOND FLOOR PLAN D_ LU 3 SCALE: 1 /4" = 1'-0° 6 HURRICANE CLIP DETAIL 1 SCALE: N.Ts. �i1 RIDGE VENT DETAIL 1 SCALE N.T.S N Q III 1 I � ly ,,I O ANCHOR 6 BOND WITH $5 REBAry C) ® 12" OG. VERTI GAL J I III W _ - _ - _ _ - _ - - _ _ — o Lu 0 CELLAR 5ET DOWN 7 3 z - - � \ Q \ \ 4 < K J m \ lry p lL POURED GONGRETE FOUNDATION l 1 OF FIREPLACE ON 5"X16" . . POURED CONCRETE FOOTING I I I o UNEXCAVATED 0" 4' POL Rm ANCHOR t BOND WITH a5 REBAR V ATGH EXIST' - O 12" O.G. VERTICAL FLOOR DROP FOUNDATION CANL. B m r ANCHOR t BOND WITH a5 REBAR ANCHOR t BOND WITH a5 REBAR WALL 7" THI5 AREA ANCHOR t BOND WITH a5 REBAR O 12" O.G VERTICAL V ® 12" OL VERTICAL ® 12" O.G. VERTICAL z NEW 2'X3' _ - _ - - ��GE�� - _ _ - _ - - 0. - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -• _ - _ - - _ - _ - - WALL7 THI5 AREA - - - - - - - -i_ - J - - - ANCHOR t BOND WITH a5 REBAR- - - - - - - - - L 0 a -_2POURm OO . SLR® _ - J �I L - - - - - - - -- - - - DROP FOUNDATION - ----- - ry 4 r v � I 4. 5' "— — ry L - - O 12" O VERTICAL ry L - -, X- G - -- ry L - - - - - - - - - - 7- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - 111 e O 4 POUR® N Q r X LOIS. SLAB 5" POURED CONCRETE FOUNDATION WALL ON 5"X16" POURED CONCRETE FOOTING - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- -- - - _ _ - - - - - --- - - - - - - - - - L' - - - - - - - -- -- - - - - - - - -� / - - - - - - - - J 5HT. No. 2 FOUNDATION PLAN 3 SCALE1 /4" = 1 '-0" 6 5 36'_5„ OF 3 71'-II"