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HomeMy WebLinkAbout27790-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29872 Date: 11/26/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 205 SUMMIT DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 1 Lot 38 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 9, 2001 pursuant to which Building Permit No. 27790-Z dated OCTOBER 16, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED PORCH & DECKS AS APPLIED FOR. The certificate is issued to IZABELLA SPERLING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0074 11/17/03 ELECTRICAL CERTIFICATE NO. 71081C 10/08/03 PLUMBERS CERTIFICATION DATED 08/29/03 BERTSAND PLUMB.&HEATING //ho ized eignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. W/ BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISESUNTIL FULL ?? COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27790 Z Date OCTOBER 16, 2001 Permission is hereby granted to: IZAK & IZABELLA SPERLING 5 OAK TRAIL ROAD ENGLEWOOD,NY 07631 for NEW CONSTRUCTION OF A THREE BEDROOM SINGLE FAMILY DWELLING WITH A 2 CAR GARAGE, COVERED PORCH AND DECKS AS APPLIED FOR W/O INGROUND SWIMMING POOL at premises located at 205 SUMMIT DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0001 Lot No. 038 pursuant to application dated AUGUST 9, 2001 and approved by the Building Inspector. Fee $ 2 , 079 . 60 Authorized Signature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 25 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3 Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwellin 25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building 00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 / Date. New Construction: t� Old or Pre-existing Building: (check one) Location of Property: 10 J _!;�N k e Ni T b.44 ✓2 HA} r7 ( 7-U e K, House No. Street Hamlet Owner or Owners of Property: 1S14-tai e Cc 4 Suffolk County Tax Map No 1000, Section f d7 Block C0/ Lot Subdivision Filed Map. Lot: Permit No. 27 7 90— Z _Date of Permit. Applicant: Health Dept. Approval: ✓ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Qati 6S07y Applicant Signature Co 2 q� �� FFII(��9 0 Town I lull, 53095 Mein Bond en f nx (516) 65-15 P. O. Box 1179 Telephone (511 6)765--11 802 Soulhold, New York 11971 1 � 1 y�o! 'ao 1(It OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E It T I F I C A T 1 0 N DATE: August 29._2003 Building Permit No . owner: TSA4E4-Z-14 (please print) Plumber: Bertsand. P.lumbing &. Heating, Inc . (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( Plumbers Signature) 4A4_."m , l an a, 6e___ Sworn to before me this 29th day of Auoust , 2003 Notary Public, Suffolk County EILEQI►t IIDAClE Notary Pubk,BWe of Nsw Yak No.4826M QuwMins"emmm canrueYanErpa.dnrlra,a��b. Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 10/8/03 375 Dunton Avenue 71081C East Patchogue, New York 11772 (631)286-6642 Issued To: Izak Sperling Street: 205 Summit Drive Village: Mattituck Zip: 11952 Town: Southold Section: Block: Lot: Contractor: Peconic Electric Corp. (L) (cc) Lic. # 5230-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub x❑ Residential ❑ Det. Garage ❑ Attic ❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 42 36 59 8 5 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 20 1 30 1 20 1 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 7 1 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 300 1 / 1 3 Bldg. Permit: Other Equipment -15Amp Handlers 1-Central Vac Hugo S. Surdi President Rough Inspection: 12/24/2002 Inspector: Ed Scavelli Final Inspection: 10/07/2003 Inspector: Sean P.Hightower This certificate must not be altered in any manner. Inspectors may be identified by their credentials. o��gUFF01/r OG o� y� Town Hall,53095 Main Road yy, Fax(631)765-9502 P.O. Box 1179 �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 16, 2003 Izak & Izabella Sperling 5 Oak Trail Road Englewood, NJ 07631 RE: 205 Summit Dr. , Mattituck To Whom This May Concern: We are unable to complete your Certificate of Occupancy becaus of the following reasons : xx An application for Certificate of Occupancy is not on file . (Enclosed) No Underwriters Certificate on file . xx The check is (not on file . ) $25 . 00 xx No Health Department Approval on file . No final inspection has been made . No Plumber Solder Certificate on file . (All permits invclv. -ng plumbing heiro issued after April 1 , 1984) . BUILDING PERMIT # 27790-z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. X5/06/2002 13: 16 6318217287 JEFF BUTLER PE PAGE 02 JEFFREY T. BUTLERS P. E, aO OVURMtt_t_ Roo EmOREHAMI NEw YORK 1 1 786 631 -821 -8850 LIOCNGCD PNOFCM8IONAL [NOINCCA MCNMCN NATIDNAL 600I9TT Or PIKOFCNSIONAL 19NOINCCNN May 6,2002 2770� Town of Southold Building Department Attention:Bruno Re: Sperling Residence Soundview Rd., Mattituck Dear Sirs: Please note the following concerning this application: • The site plan as submitted for the retaining wall design pertains to the placement of the retaining wall only. All other improvements are depicted on the previous application for building permit Please call if you should have any additional concerns about this application. Sincerely, Jcffrcy T. Butler, P.E. 01 NF U�y 5`"Qgv r e r9 0 4LVTV♦ `I' ,+ ENGLERT & NORTON A R C H I T E C T S 3836 RICHMOND AVENUE STATEN ISLAND, NEW YORK 10312 TELEPHONE [7181 966-0002 TELECOPIER [7181 966-8044 April 30, 2002 Building Department Town of Southold Town Hall Southold, NY 1197 1 Re: The Sperling Residence 285 Summit Drive Southold, NY S.C. Tax No. 1000-106-01-38 Attn: Bruno Semon Dear Mr. Semon: Please be advised that the property owneribuilder for the referenced address has deviated from the architectural plans prepared by our office and filed with and approved by the Building Department of the Town of Southold in the following manner: 1. The ceiling height of the cellar has been increased from 8.0' to 9.0'. The additional ceiling height was created by adding 1.0' of height to the foundation wall. The cellar slab was lowtied i.0' from the level pioposed so :he hoigh%of the building -s riot affe-.+--4..by this change. Stair runs will be changed as required. Please advise immediately if the Building Department requires any additional information or amended plans be filed for the change indicated. Sin 1 Do las . Norton, AIA v DJ 41 t o i ii^ it N��ws✓.NOFtoa.�p J OF MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS E 3 ENGLERT & NORTON °`° A R C H I T E C T S 3836 RICHMOND AVENUE _ STATEN ISLAND, NEW YORK 10312 TELEPHONE [718] 966-0002 TELECOPIER [718] 966-8044 January 21, 2003 Building Department Town of Southold — , – -----. Town Hall Southold,NY 11971 Re: The Sperling Residence 205 Summit Drive Southold,NY S.C. Tax No. 1000-106-01-38 __ e Attn: Bruno Semon Dear Mr. Semon: Please be advised that the property owner/builder for the referenced address has deviated from the architectural plans prepared by our office and filed with and approved by the Building Department of the Town of Southold in the following manner: 1. A new roof dormer has been added at the rear of the building above the living room in the two story space. 2. A new second floor sitting room has been added on the east side of the building. 3. A new entry roof has been added above the front door to the home. Attached are revised partial First and Second Floor Plans as well as revised Front and Rear Elevations illustrating building revisions. The attached include revised structural information. These changes do not effect the building floor areas. Please advise immediately if the Building Department requires any additional information or amended plans be filed for the change indicated. 1-D� W Dom as J Norton, AIA 'i ,4 I DJN L �a encl. MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS 'E:3 4 �n -7 gd LRT''C G J STATE OF NEW YORK ) ) ss COUNTY 0F1f'xt 0JKx) RICHMOND Robert E Enalert being duly sworn, deposes and says That deponent is over the age of 18 years and resides at 1,4 Country Lane H=ilton ton Twn_n_ , ms 08690 That on the 1st day of August, 2001 ,Y26190 deponent architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRRj, said plans pertain to property located at SCTM# 1000-106-01-38 street address 285 Summit Drive, Matti t, _ V" Architect/Engineer Sworn to before me this 1st day of August, 20o1.201M. No a Public • t>oucus Noa7ON NOTARY PUBLIC,STATE OF NEW YORK - NO.01NO6027370 oaunm IN RICHMOND COUNTY CC: ApplicantOMMISSION EXPIRES JULY 6,2003 /aoo . /G� - /- TOWN OF SOUTHOLD PROPERTY RECORD CARD _ OWNER STREET 5 VILLAGE DISTRICT SUB. LOT - ` IF EW/OWNE t�J E ACREAGE [C,ro �PTasr�'kr� z `" TYPE OF BUILDING RES. 3 !SEAS. VL. FARM COMM. ( IND. I CB. MISC. Est. Mkt. Value LAND IMP. OTAL DATE REMARKS 0 D v 09 3 / !too $o _ a c e AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Noodland swampland 3rushland -louse Plot Total TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER 'STREET ( .) VILLAGE DIST. SUB, LC 0 OT qq � FORMER OWNER I N / Eby { r 02l Q ree D ,z5q 5t W TYPE OF BUILDING RES. 3 11 SEAS. VL. FARM COMM. CB. ICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS / goo / FC6 /l !24, - 6 o o i0 30 as - r io reeia+�d �6U�lIS wrk deinl, cert -L 10963 piW i8ame Vacl (E-W �6J. k. KrfdCnd , ( . Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH �, a House Plot 1' FA� (p ��I' BULKHEAD Total 95/06/2002 13: 16 6318217287 JEFF BUTLER PE PAGE 02 Jr6FFREY T. BUTLERS P. E. 20 OVERMILL RD. OHOREHAMp NEW YORK 1 1 7B6 631 -1321 -8850 LIDENEED PROFESSIONAL ENSINCER MEMSER NATIONAL DOCIETT OF PROFESSIONAL ENSINCERE May 6,2002 277yb� Town of Southold Building Department Attention:Bruno Re: Sperling Residence Soundview Rd.,Mattituck Dear Sirs: Please note the following concerning this application: • The site plan as submitted for the retaining wall design pertains to the placement of the retaining wall only. All other improvements are depicted on the previous application for building permit Please call if you should have any additional concerns about this application. Sincerely, Jeffrey T. Butler, P.E. $of � T BGr�y •t* ti # � r, .• Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 08/09/01 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 Name: Sperling, 1 5 Oak Trail Road Englewood, NJ 07631 Clerk ID: LYNDAB Internal ID:38351 AUG-10-2001 15:35 STG RSSOCIATES 516 SBS 8510 F.@3 TITLE NO. S-2002811-SS STG ASSOCIATES, INC., hereby certifies to The Town of Southold that it has caused the records of the Clerk of the County of Suffolk to be searched to ascertain the chains of title to the subject property and to the property adjoining on the Southwest , _ Northeast and Southwest thereof from 1993 to date. Schedules—A.. B, Cwt D represent the results of each search. THIS CERTIFICATE is made and accepted upon the express condition that the liability of this Company under this Certificate is limited to the sum of Twenty-Five Thousand($25,000,00)Dollars,and such liability extends only the applicant named herein. This is NOT a olicy of title insurance. STG ASSOCIATES, INC. BY:_ ( per' PAUL HOLMES Dated; Floral Park, New York September 21, 2000 AUG-10-2001 1 _b STG ASSOCIRTE_. S".6 4='B s6ic P.04 TITLE NO S-2002811-SS Schedule "A" Subject Premises Dist 1000 , Section 106.00 , Block 01.00 , Lot 038.000 1) Alfred J. Bartosiewicz Dated: 5/23/66 Juan Bartosiewicz Recorded; 5/25/66 - t6 - Liber 5963 Page 92 Myron Krawchuk Olga Krawchuk No proof of death found in Suffolk County on Myron Krawchuk 2) Olga Krawchuk, as surviving Dated: 7/14/2000 tenant by the entirety Recorded: 9/6/2000 to Liber 12068 Page 387 Olga Krawchuk, Trustee of the OIga Krawchuk Living Trust dated 3/4/99 (Last Deed of Record) PUG-1020PI IT:37 OTG ASSO,._IP7EJ 7.iG 468 8J-10 P.PC. TIIL> NO. S-2002811-SS Schedule "B" Premises to the Southeast Dist 1000 , Section 106.00_, Block 01.00 , Lot 030.001 1) Demetra Nackos Dated: 2/17/85 to Recorded: 3/29/85 Joanne Joannides Liber 9762 Page 37 2) Demetrios Joannides Dated: 2/4/87 Joanne Joannides Recorded: 7/31/87 to Liber 10380 Page 19 JoanneJoannides (Last Deed of Record) gilt-10-2= AG:.-^ STG OSSO'_IPTES F^.6 422 8510 P.PC TITLE NO, S-2002811-SS Schedule "C" Premises to the Northeast Dist 1000 , Section 106.00 , Block 01.00 , Lot 039.000 1) Hunting Enterprises Inc. Dated: 11/20/85 to Recorded: 12/10/85 Nicholas Katos Liber 9932 Page 456 Kassiani Katos 2) Nicholas Katos Dated: 8/31/95 Kassiani Katos Recorded: 9/29/95 to Liber 11743 Page 690 Kassiane Katos (Last Deed of Record) H'_IG-1Gi-2���J7. 15:318 STG R'SSC�,-1PTES =.�,r� '88 10 P.0'7 TITLE NO. S-2002811-SS Schedule "D" Premises to the Southwest Dist 1000 , Section 106.00 , Block _ _ 01.00 , Lot 030.002 1) George Nackos Dated: 2/27185 Demetra. Nackos Recorded: 3/29/85 to Liber 9762 Page 39 Demetrios Joannites Joanne Joannites No proof of death found in Suffolk County on Demetrios Joannites. 2) Joanne Joannites, as surviving spouse Dated: 1/15/96 of Demetrios Joannites Recorded: 1/26/96 to Liber 11760 Page 119 Margaret Adams Mortgage Liber 19025 Mp 126 was foreclosed in pursuance to Judgment entered on 2-2-1999. 3) William Holst, Referee Dated: 7/15/99 to Recorded: 7/22/99 Peter Vartholomeos Liber 11977 Page 613 Joanne Vartholomeos (Last Deed of Record) RLIG-10-2001 15:38 STG ASS.=IRTES SIE '`SR 9610 P.09 C apo l v6. Ute a l_e v G �n. y� / g 9 �pP /-� y^ r�,ji+ G�.,h dB j L✓ •.,� �• IN ioa. est/ � !•e Sr�� •S' P m 3rj Y �' yLl ,�i 5 '�• ,of LN len 7 kul j /iP `bi.YO `✓'o i9•> L S�,o•.� vis 1 � a9 nu v1'. 8 a ,J lea �9s, Run e9 N 4 a" 951 r se len X\ .^�� \r 'cam {9l •� \ ��� r\ '� � 5% lin i� ail 5 16 L7o, e. 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Title NO: 9UFF 2002811 SS Quality Title Services (516)488-8911 6CarnationAvenue * Floral Park, NewYork 11001 (718)256-2447 Application Date: 10113100 Paul Holmes Richard Frey (212)447-0098 John E, Mad die Margaret Dato Fax: (516)488-8611 Report Date: 10/20/00 :v ' t s, sse 4 �s '•s k �k >. ern>, �x a° �� off s' kkx%u_�x��"^....*�x�N�v� y.��� ux§ JpHN M. C7,YGIER, JR. , ESQ. 214 ROANOKE AVENUE P.O. BOX 449 RIVERHEAD, NY 11901 Tel : (631) 727-2500 Fax: (631) 727-7999 xyunas u` a F •, x, CERTIFY AS FOUND Special Search 'y Nei, " u p^r3°, !!' M'f ...;i "i# �u r,'�� #ku" VV .(p, R '�rcsPx ! FG h�,.�t nv„ kka §� Rn special Search 1 r ::'YY .r.< IkMait�1012'kll� 02' OMIT SURVEY "—*'-- 1 01i' e.. < srr ,. �._�, p1; •i� ,"� J,�$ Estimated tax bared on Residential Provorty. ! 1, NY State Transf T Mortgage -Tax - Lender iti .... .. .. _. MortgASS Tax Suffolk conveyance lax Estimated Recording Fees 285 SUMMIT DRIVE Recording(e MATTITUCK, NY County: SUFFOLK Dietr: 1000 Sect: 106 .00 Block: 01 . 00 Lot 038 .000 Escrow Escrow Service Charge SINGLE & SEPARATE SEARCH FROM Purchaser: Cash 1993 TO DATE Checks **COST OF SEARCH TO BE DETERMINED _ UPON RECEIPT OF ABSTRACT Seller; Cash Note: Estimated recording charges computation or lex due nhanka �— is based on Residential Property, Mortgage Tax rate is reduced by,425 For a 1-2 family residen�y� , Closed By: — Date:)I(vL Total Receipts Title No: SUFP 2002811 SS OCT-16-01 01 :57 PM ENGLERT & NORTON, AIA 1 718 966 8044 P. 02 _i ENGLERT & NORTON A R C H I T E C T S 3836 RICHMOND AVENUE STATEN ISLAND. NEW YORK 10312 TELEPHONE 11161 966-0002 TELECOPIER 17181 966-8044 October 16, 2001 Building Department Town of Southold Town Hall Southold, NY 11971 Rc: The Sperling Residence 285 Summit Drive Southold, NY S.C. Tax No. 1000-106-01-38 Attn: Bruno Semon To Whom it May Concern: Arrhiiectllral plans prepared by this office for the referenced project, sheets A-1 thru A-8 last revision 10/1/01, will be revised to reduce the maximum roof overhang projecting into any requiT--d side yard to 2'-0". The project owner has been advised of the revisions to he made to the architectural plans and agreer to build his home in accordance with these revisions. Please contact this office as soon as possible if anything further is required. Sincerely, _ Douglas . Norton, AIA w u DIN/c:t 1 a-M✓ira YIA FACSIMILE fi MEMBER Or THE AMERICAN INSTITUTE Or ARCHITECTS CT-16-01 01 :56 PM ENGLERT & NORTON, RIR 1 718 966 8044 P. 01 ENGLERT & NORTON A R C H I T E C T S 3836 RICHMOND AVENUE STATEN ISLAND,NEW YORK 10312 TELEPHONE 1718)966-0002 FACSIMILE 17181966-8044 FAX TRANSMISSION To: Bruno Semon Date: 10/16/01 Firm: Department of Buildings, Time: Town of Southold Fax Number: From: Doug Norton Pages: 2, including this cover sheet Subject: 285 Summit Drive COMMENTS: As per your request. Please telephone if you need anything further. Cc: Izak Sperling 79 765-1802 BUILDING DEPT. INSPECTION I /] FOUNDATION IST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: , DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ l F DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ l FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: J�okE Ib DATE 41/ INSPECTOR J 765-1802 BUILDING DEPT. INSPECTION [ ) FOUNDATION IST ['�J ROUGH PLBG. [ ) FOUNDATION 2ND [ ) INSULATION [ 'J FRAMING [ ] FINAL [ 0/'FIREPLACE S CHIMNEY REMARKS: J 7✓�1, f DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG- [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: : V DATE INSPECTOR INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY R MARKS: DATE j INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] IN LATION [ ] FRAMING INAL [ ] FIREPLACE & CHIMNEY RE"A KS: DATE I/ l� �� INSPE r •i< % .� _ i v, _ BOARD OF HEALTH . . .• FORM NO. 1 3 SETS Okv PIaf$TS ., TOWN OF SOUTHOLD SURVEY . BUILDING DEPARTMENT CHECK at• .A.qY .• ... • • • TOIRN HALL SEPTIC FORM . . . . . . . . . . . . .. . . . . . SOUTHOLD, N.Y. 11971 cdi TEL: 765-#802 NOTIFY:,/,- 6&/- 7365&9^ CALL p?.o j o-.S 2 :.,55 5 7 MAIL TO: .. . . . . . . . . . . . . .. . . . . ,proved.....�d1112e...., .dG. Permit No. ?7,,?�O .... .............................. isapproveda/c ............'...................... c ...+................................. (Building Inspector) APPLICATION FOR BUILDING PERMIT Date August. 1. . . . . . . . .xp9 2001 v r ' L �toG INSTRUCTIONS a-Ifi s application must be completely,filled in by typewriter our in ink and submitted to the Building Inspector wit !ts of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan shaaing location of lot and of buildings on Premises, relationship to adjoining premises or public -ets or areas, and giving a detailed description of layout of property must be drawn on the diagram whieb is part of s application. c. The Rork covered by this application my 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 nit shall be,kept on the premises available for inspection thro4mt the Rork. e. No building shall be occupied or ut;6& in whole or in part for any purpose'stiatever until a Certifucate of upancy shall have been granted by the Building Inspector. APPLICATici IS HEEEBY MME to the Building Department for the issuance of a bAlding Permit pursuant to the lding Zoete Ordinance of the Tam of Southold, Suffolk Canty, New York, and other applicable Laws, Ordinances or ;Mations, for the constriction of buiildlnga, additions or alterations, or for,r'e oval^or dam:mli.tloh, as herein scribed. The applicant agrees to ctmply avith all Applicable laws, ordic>anrka, building coffi% 'bousing code, and' ;Mations, and to admit authorized inspectors on prises and in building•for necessary inspections. 5.4z'ikJ�Z4U.Boal..Englewood..M.OM3L.... (Signature of applicant, or name, if a corporation) ....:.............................................. (Mailing address of applicant) ate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner......... ....................................................................................... ...... te of owner of premises 1.,5akle11a.aLi4.Ilak.Sperli.ng............................................................. (as on the tax roll or latest deed) applicant is a corporation, signature of duly authorized officer. ................................................... Name and title of corporate officer) Builders License No. ..6ef' .. Plumbers License No. .....1t/°T../�"�:(t#�.!4 � Electricians License No. ..&P. r.�✓f/14!B3� Other Trade's License No. Location of land on which proposed work will be done.............................................................. 285 Summit Drive Mattituck ,,,,,,,,,,,,,,,,,, ......................................................... ... ..... House Number Street Hamlet Canty Tax Map No. 1000 'Sectioo 106 ........... Black 1:.:........... Int 7 7:Ty7/4w-rc-. eN. J' 1a43& Subdivision Captain Kidd Estates Filed Map No 1672 ... Lot (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vac ant.lana.............................................................. b. Intended use and occupancy QM.fAWiJv.&A1L ng.................................................... 00TRM ZAim'm ORGY M130 40 IYATZ 'X6U9 VAAT0 4 4t5£tmy I cC,i Nature of Work (check wNich.applicable): New Building .......... Addition .......... Alteration .......... Repair ............ Removal ........... Demolition ............ Other Work .................................. (Description) Estimated Cost ZAro:.. 2�?:.�.... fee ........... z,................................ (to be paid an filing this application) If dwelling, number of dwelling units ..1........ Ikuber of dwelling units on each floor 1/2............ Ifgarage, number of cars ?..................................... If business, 'cermercial or mixed occupancy, specify nature and extent of each type of use....................... Dimensions of existing structures, if any: Front................ Rear Depth .......... i)eight ......................... Nmber of Stories ...................... Dimensions of sere structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............... Di+rensions of eritiie newcoostructiai: Front .f5:Q:...._,.... Rear .fi.$.s4......... Depth 6`�.:6.......... Height .'M%W.................. Number of Stories .2................... Size of lot: Front .110.83............ Rear ..95.,00............ Depth .f:4.5.............. ). Date of Purchase ?��7�e 1....... Name of Former Owner K 't-41S.O.0(C................ I. Zone or use district in which premises are situatedJZ.-AQ........................................................ Z. Does proposed construction violate -any zoning law, ordinance or regulation: NQ..................... 3. Will lot be regraded _.YeS. ............ Will excess fill be removed from premises:, XM NO Names of Ownar of preaiaea-IZak.Spexliru3........... Address 5.0ak.TXdiLAd.F.ng1awood Phone No2R156R555.7. NJ, 07631 7189660002 Hare of ArdritectEru3let .&.13goFYAn.AtchitecYs.._ Adclreas10312chmnnd.Au@. SI.A1X. Efwre,No. Nitre of CQltractor 'r:!ee QCIA1C ...:,...,..... Address S•P �1T'�/�-IC 1�Ff s,y, 07631 5. is this property within 300 feet,oi tsdal,weitlaudY *,YES .......... ND ...a f .. *IF YES, SW1Lt7iD 10Idi 1RDSM rg%=lFl9f W RDQDmm. PLAT DIAGRAM Locate clearly and discit tly.x l-1}u it s,,whether existing or>pxoposed .and indirste all set-back dimensions ran property lines. Give strYtt and block nubgr.or descriptionaccording to deed, and shoos street natures and indicate Nether interior or corner lot. -Pa y. Maw NSE Ht ED oNE `� tv F fLY flV+►G-ICING J Por 6AR f(t1E OF Nyl YDRK, SS X"IT or RI('HMOND IA4.S,eerlin9........................................being duly sworn, deposes and says that he is the applicant duce of individual signing contract) xrve no ed, - a is the ..Owner...... .....................:.............................................................. (Contractor, agent, corporate officer, etc.) f: said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this pplicatimn; that all statements contained in this application are true to the best of bis•knwledge.ard belief; and hat the work will be performed in the manner set Inrth in the application filed therewith. worn to before me this lot........ 8ue14$t .........:1�.2Q01 . Notary Public .... ........ / .... ...yrs.............. D011litA1j110�fd1 . (Si o Applicant) INIf wpueK8=0FNEWVM NQ01NOW a. WUUF�INRN'ANpID00WIFV I rr � 11 �' // /� �% �/�////�/���/ X54 � ( ���\�nrl � l� Ca�� �fp�'• S x%58 / Z/, j ji i 62 NOTES: 64 / 'ibb 1. ELEVATIONS ARE REFERENCED i EXSTNQ/ Al /j / / / —6072 EXISTING CONTOURN LINE % //j j X74 PROPOSED ELEVATIONS / // / / ////�i/ '168 2. MINIMUM SEPTIC TANK CAPACIT _801 TANK, 8' LONG, 4'-3" WIDE —82 3. MINIMUM LEACHING SYSTEM FO —B4 1 POOL: 12• DEEP, 8' dla. / / / / / -66 50 �_ / / / j / / // / / / / // / - _BB oT" NN PROPOSED EXPANSION 554 , //i / /////////�/ /4`y / // _ ,90 401 V� 56 / _i // / / / / / / / / / / 92 �^t�� ®PROPOSED LEACHING F 58 i i /_/ / / / / / / / / / / / / _ 94 r0 62 ///// / _96 98 a yC .aO ®PROPOSED SEPTIC TAN 64 / i / / / 4 THE 66 /.�r.TIC/ / y O N OBSER�ATIOINS AND/ORATAD 70 Ol —100 N/ m 82- _ __ - - _ i'9,Y�Q�/0 "3$.4 I� 886- "!/� .TrJ''`.^ 99 - -- _ - - _ �5P - .•-- `£j `✓ SUPFO4R COUNTY DI off 3Nw 4 a• +i " ,�,p�" Q PERMIT FOR APPR S I N SF� 9 yC a`O 4pry9' `"c isle }7 611.: DATE ` APPROYEb FOR MAXI 01 E'1CPiRES TM'itF.rsV �p*T r:XCAVATI' Str I .241 Qp Fol sy 101 2 Cal .22j ry 97.1 979 \ I 283 \ l /\ ApJ TLE INSURANCE COMPANY OF NEW YORK ' 3W o TEST (TEST HOLE DUG gY MOOD . [HE MINIMUM S ESTABLISHED AND ADOPTED ;K STATE LAND a v v N Y.S. Ll . No. 49668 UNATHORI2ED ALTERATION OR ACDMON TO THIS SUR IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE ry EDUCATION TAW. Ig COPIES OF THIS SURVEY MAP NOT BEARING a THE SURVEYORS INKED SELL OR SI EMBOSSED SEAL SHALL NOT BE CONSIDERED ey0� \ O BE A VALID TRUE COP ONLY THE INDICATED HEREON THE S RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS SEIW.F Tf!THE N SURVEY OF S 6 LOT 7 o e 8LOC'K 1 w ����� MAP OF V �� 5 -J �� CAPTAIN KIDD ESTATES N7/ - 'V FILE No. 1672 FILED JANUARY 19, 1949 \\ y f �,� j gs M/ o°° `� SITUATED AT I� , I�GEl �°'v� A,S,o y MATTITUCK R t +W 'U, TOWN OF SOUTHOLD �tiz6�� SUFFOLK COUNTY, NEW YORK j Q �M S.C. TAX No. 10007106-01 -38 A. r ,336 z (rn C7 SCALE I "=30' �� — NOVEMBER 9, 2000 42 �i MARCH 5, 2001 ADDED SITE PLAN 2 3 2002 .. LU MAY MAY 2, 2002 FOUNDATION LOCATION 'a50 AREA = 37,289.92 sq. It. 10- _ :/ '/� -556 "AFT^ 0$56 ❑C. 58 Z 2A' i i : , -60 % 25— 6A - ; �� � , / . ' , .�� NOTES 1T• 3 __16 1 ELEVATIONS ARE flEFERENCEO TO N.G.V 0 1929 DATUM 34 — 68 lT. 36� i / . %/ 70 E%1511NG GRADES ARE AS PRIOR O START OF CONSTRUCTION / //" -72 EXISTING ELEVATIONS ARE SHOWN THUS: 900 0: 40— �� _-74 EXISTING CONTOUR LINES ARE SHOWN THUS.- - - - -90— — 42_ / 78 —80 46_x,-' _ /0_ _8284 5 �i '�� ' /i ' - -86 52- i �/ ' /' / 68 AD 6 66OL� COG, .4 _ j .411 96 98 6668 _ �,:1 /' / / yv/ i �`- � VY / ONArr ('1`_1/1 -100 / 76�_ _ / / 1 / o �ms� A 66e ---- _ 955x1 I /.°,, Y `` .321 � Rdl oe � � � 1 pC' 9 /��f�Y ase A \ .,09 A14L\�� t \v\ GygA �\ `w sp � WM � r�0a � OF � `�. I � 93 4 1 I ISD o rAZA 664"1 P A EGA 9 t II `. I I l o GpW w° 1 y 98 4 "8u . 1¢t5 I > 0 oD A, a ons `VAV \ s2.I f P � /223 I o FA, CERTIFIED TO S.I. BANK & TRUST fie' FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK / k i TEST HOLE DATA i (TEST HOLE DUG BY McDONATGE05CIENCE ON OCTOBER 23, 2000) PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LJALS. AND APPROVED AND ADOPTED BROWN LOAMY SAND SM FOR SUCH USE BY THE NEW YORK STATE [AND " TITLE A5SOCI TION. / _ -- 3' III—III_— ��N P. III—III— A+�/ �A —III—III DO f�� III— � _ PALE BROWN FINE SAND SP � —III=III ILII II 3' NYS Llc No 49668 UNATHORIZED ALTERAI IUM OR ADDITION TO THIS SURVEY IS A VIOUTON OF SECTION 7209 OF THE NEW LORI, SLATE BROWN SIL1 YANG SM EDUCATION LAW Joseph A. Ingegno OF THIS SURVEY MAP NDI BEARING 41E LAND SURVEYORS INKED SEAL GR EMBOSSED SEAL SHALL NOT BE CONSIDERED 20' Land Surveyor CE BE A VALID TRUE CLPY ONLY TIHE ERSOATED HEREON SHALL FF[u ° IS P TO THE AND ON FOR WHOM THE THE PALE BROWN FINE SAND SP TI PREPARED AND ON HIS BEHALF TO THE -- TITLE COMPANY. GOVERNMENTAL EOENCY AND °^ LENDING INSTITUTION F T EU HEREON, AND TI(IC $IlrvBy9 - $Ubd1V1910rIB - $Ife P0o6 - 1:0O9fNCbOO LOyOuI TOFFEE CFHTIFICATGNEPSIO STARE HE LENDING�IRANS TRANSFERABLEINST PHONE 26 PHONE (631)727-2090 FLY (631)727-1727 THE EXISTENCE OF RIGHTS OF WAV OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1380 ROANOKE AVENUE P.0 Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED RIVERHEAD, New Y.Tk 11901 Riverhead, New York 11901-0955 20-62 � Dor SURVEY OF 3 LOT '7 oe BLOCK > MAP OF CAPTAIN KIDD ESTATES FILE No. 1672 FILED JANUARY 19, 1949 � V SITUATED AT z,P b shM96 MATTITUCK leJe�c�P of RHS 9 p/ 5 o SL,s TOWN OF SOUTHOLD LIQ, SUFFOLK COUNTY, NEW YORK 3o, S.C. TAX No. 1000- 106-01 -38 SCALE 1 "=30' NOVEMBER 9, 2000 MARCH 5, 2001 ADDED SITE PLAN MAY 2, 2002 1°u" SEPTEMBER 9,F02003DAFINAL LOCATION N SURVEY o+° c 2 AREA = 371289.92 sq. ft. 0.856 .9. Q. �S. vp; �N 3ti C Zr0 a T.y a �Pg H ! a �E h Z { wHu 'b + y O�dN m ego ° o SGR yr i xa S,GJgF. oa oOs a 'Cqf 4 hq� (4 h OC c9� i P • �\ cJo-� s `"sT9 0 •�s � kfm�, / 6A A ,y�' ��Pg `� Wenw e \ rx 7• h VP�d N� a 90' LQ�pS a? ep* 4/ N, as O „ O a 2fd �o O �N tt'i9 /y �w� 2R a 6', o/ CERTIFIED TO: S.I. BANK & TRUST �} FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK y- JY S PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ABLISHED BY THE LI A.LS. AND APPRWEO ADOPTED FOR SUCH USE BY THE NEW YO TATE LAND TITLE ASSOOLATIO 0E- NE1q O c� , tx'�s HE, N.YS Lid No 49666 UNMUPTORIZED ALTERATION OR ALDRICH TO THIS SURVEY 15 A VIOLATION OF SECTOR 7209 OF THE NEW YORK STATE EDUCATION LAW Joseph A. Ingegno COPIESOF THIS SU RV MAP NOT BEARING THE UNO III ISEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor CE BEA VALID TRUE COP CERTIFICATIONS INOION HEREON SXALL BOB ONLY TO THE PERSON FOR WHOM THE TSURVEY HE TITLE PREPARED, AND ON HIS BEHALF TO THE ND COMPANY, GOVERNMENTAL AGENCY AND LENDING SSIGNEESN LISTED HEREON, AND Title Surveys — Subdivisions — Site Piano — ConstNcfion Layout TUTION ASSIGNEES ME NOTT TRAN9�RABLE PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS BE RECORD. W 322 ROANOKE AVENUE P.O. Box 1931 ANY. NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 20-626F --� j - - -- -� foo � • l ZONING 4 BUILDING CODE DATA a 5 0 2 N D B E A C H PRI V E TAX BLOGK NUMBER I TAX LOT NUMBER 7 HOUSE NUMBER 285 PART 720 i0'- -- � 451.22' ZONING DISTRICT R-40 SWIMMING POOL ENCLOSURES 74; pb _ OCCUPANCY GROUP Al (ONE FAMILY DWELLING) (gwamry-uftdr :Fiewdve I.W.1377;L 1981,ch 7W) s'- p, CONSTRUCTION CLASSIFICATION TYPE 5b 6 - - - - '�t2' Z 720.1 OenvW 20 - - - -u• 496.84' 5.G. TAX No. 1000-106-OI-38 ons a°EnU 22'- - 6• OUT51PE FIRE LIMITS 720.2 Eawpdom IWbdni Nate 24'- = - - 1g Part(if 720.1-020.8)repeated by L 1981,ch.70.112.eff 4e.31,1911,new 26'26•- - - -- - - - q} fJrA ocr 23,1985 cR,Oa 25.1985 , - - - - - - 22, JO's - _� _ --I J2- -� _ _. - _ 26' 72D., CeneN eqW xmeny. 25 51TE PLAN LEGEND J6', - - - - -_ 72, DnWopr,wimmrng pools shall be provrdcd with su enclosure which ,hall comply wish the �� 74 Q RECORD LINE fol(a)�shall be at ieut four fear in height and have a maximum vertical clearmce to ` 40` 36 grade of two 44•- _ - - _ -4o' ADOPTED WIDENED LINE mere°` 46'� - -42' - (b) whom a Picket-type fence is Provided, horizontal opening, between pickets shall not 6, / CONCRETE CURB WALL/ RETAINING WALL excxd4incme; _ 50' - - - 46' ` inches;where a chain-link fence i,pmvided, the opmmg, between links ,hall we excxd 2%, i 1 52'- _ - - - _ - 50' rq PROPERTY LINE 54'- - _� - 52 -I _ _ / \ (d) cocl°wte grall be com,,cWd an u not to provide footholds; 56 ` -� _ _ - �i 54' AREA DRAIN LJ DW. \ DRYhELL (WHEN APPLICABLE) \ (e) pickau and chsln-link twlala atoll extend above We u 491- _ - _ 56' / 16 Ppm hmimend bar;and 60•- _ �_ _ _- - - '- 58, p-p (0 '-ch ancimure,hall have railing,and posts within the enciawrs,which aha)I be capable fiE _ - - - 6p FIRE HYDRANT l"J 11"A",n Milling ee uy.e�OAM,frn�om-writla m(�ibriclwil be e.,ble ofwit P �G�. y ports and W sup of 66• - - - l 64' EXISTING UTI LILY POLE 4 witW lateralloadr of 50 poundeformApplied uywhore helwcenin 66• ` - �_ =� � 66' �without failure or permanent d°fmmatlon.Gates provided in We eaolmum 60.111 be ael4clsquare, o g )p•, - _ I= e' l �c� and,elf-latching with the larch bank locoed within the enclosure and a tort 40 inches above 7{• _ -_� - - T.2• ro,,,,a7 �' ` SANITARY / STORM SEWER PIPING grade.and shall be seemly lacked with,key,combination or other child-proof look s°ffienent to 4, - �� - - - 2 y dr o,..i prevent arenas 10 the,withaft pool through such gate when the swimming pool is net In use of 8p8 ` �----` �` 26• r LOCATION OF PROPOSED TEST BORING °0(9) a 62• / 26, W a wall of•dwelling is permitted w,rove u part of the enclmum under the following 6{, �--� � � 6p• PROPOSED RETAINING (conditions:/ 1 i� - 666 �_ �- , Q4• STRUCTURE (SEE DETAIL) / (1) window,in the wall shall have a lakhing device at Used 40 inches above the Door, 92y0' ' '�� -66'. )L �_p ��� (2) a swinging door in the wall.WWI be df-cawing and Belt-lalching;an, bA _66• � \ (7RJ• DE LEGEND (3) a Biding door in the wall,shall have a,elf-Inkhing device. '� .'ECFV• 90-, O P(I (h) Where an above-ground pool has a deck which abuts or is Adjacent to a dwelling and �. 2' ° • LEGAL GRADE [000.0] direct accaant to the dock is through the exterior wall of the dwelling,such access shall be in Accordance wi u,sdou.For YD.ELEV. of this T,deanl-�subdivision(9)Of guardrail ralulrenieob eec,ection 7!3.1(0(3) 0650> & MMIN6P EXISTING GRADE (000,0) 735,Pen 735 of this Tide, PROP05ED GRADE <000O> EXISTING WOOD (100.0) RETAININ6 KALL m O'O> -- _ - ---- - TO REMAIN o' (102.0) ► .00' � EXI IN6 - BUILDING FLOOR AREA F DWELLIN6 / <IO CELLAR FLOOR AREA 2,060.00 5F em a s e FIRST FLOOR AREA 2,569.55 SF 102) 2 STY ONE FAMILY 5[ > �l 101.0) N 12 6.EL<I05�> \N �I752't E)4STNO P"'rAE SECOND FLOOR AREA 1,365.22 Sr "* EXISTING 0.v' ,0.o' 0.v" Dy(FLL.\tl6 TOTAL BUILDING FLOOR AREA 5,994.71 5F 6ARASE tg �1 lja < ) ono ear a INCLUDES 50633 SF OF GARAGE AREA /_ 4oB's� e" EXCLUDES INACCESSIBLE AREAS AND 5PAGE5 OPEN TO BELOW ID1 �Y 24bTS �Z. S LOT AREA - 37,259.92 5F �' n2 6.0' x8,0' DRY)•lELL MINIMUM \ 10.0' FROM BLDG FOUNDATION b QrCZ;IPANCY OR APPROVED ASNOTED " ao2.esv 20.0' FROM 5EPTC SYSTEM LOT COVERAGE USE. IS II'iy gp - ��°g�� DATE: BUILDING COVERAGE 3,660.44 SF ubinq is used /° /� BAS SEE APPROVED SANITARY TERRACE d POOL AREA 351.16 SF ^ rribuWITHOUT CERTIFICATEtiny FEE' ,Y)o?2 6o BY: SEPTIC SYSTEM PLAN TOTAL LOT COVERAGE 6,811.60 SF (18% < 20%) sya...- .,1 al! be OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT 01 I< of :. '� PROVIDE SMOKE-DETECTING 766.1802 s AM TO 4 PM FOR THE 6A'dxBO' DRYWELL MINIMUM / Q FOLLOWING INSPECTIONS: 10.0' FROM BLDG FOUNDATION b / LINDI-RWRITERS CERTIFICATE ALARM DEVICES t' FO'f0' `ION - TWG R_QUIRED 20.0' FROM SEPTIC SYSTEM eye" (1015>� �II �� m� REQUIRED F01U IED CONCRElE AS TO PART, 721.1 2. ROUGH - FRAMING & PLUMBING N.Y.S BUILDING CODE. I � / 3. INSULATION /� 4' (96.0) - a� d9 _ D OT PROCEED WITH 4, FINAL - CONSTRUCTION MUST 15.0'1 / r `<TO2-o> -10 I I.. FRAMNG UNTIL S RVEY BE COMPLETE FOR C.O. / m'i / am(qT d) 1(100.5) _ _ - 5 ALL CONSTRUCTION SHALL MEET <102.Ob 101 O) 0 ROVIDE /, HR. FIRE THE REQUIREMENTS OF THE N.Y. / - 40087 v <( ®®® EEN AP19 0 ED. QTED SEPARATION T.0 STATE CONSTRUCTION I ENERGY v ® ® l� I )iA CODES. NOT RESPONSIBLE FOR PROPOSED BUILDING 4 v RL 717.3 (f) (I) OF � <105 5> a0 DESIGN OR CONSTRUCTION ERRORS I i, \ 1 2ND FLR ® � � �I 1�STATE BUILDING CODE. (9-I,O) ( - I V ®®® �i OND'Ei'�NRITERS dMflIICATE <v00�5' 19 D 664. 74' 400.0) 1% 4o2d> <1025> 4 0 El g RflQUIkLD 1 (111 rA;- - - -�(99,7) IST FLR 4055) ®® OT. LLD � OZ) FX\gS1f pow o- _ I ��. a °� <` 9 ry PLUMBING m _ o I / i. I m m AVERAGE FINISHED 6RAE EL (1 D01.'12)- L Ir-WATER LINES NEED- - L PLUMBING WASTE t wPB I.V}1J?,�TEP �.,E�., \p \5 O, OO CELLAR AVERA5E EXI5TIN6 NATURAL GRADE EL (87.52) TESTING BEFORE COVERING ON LEAD CONTENT BEFO E NOTE. SEE APPROVED BUILDERS R5 PAVEMENT PLAN (97,0) (94.0) SCALD CERTIFICATE IFICATE OF OCCUPAN Y � \4E FOR STREET, CURB ifte cur IMPROVEMENTS <1oLo�' �� (lose) ROVIDE ANTI- AND/OR C �bo� THERMAL SHOCKPREVENTING PROVIDE OPENINGS FOR SOL DER USED IN 144A TV 94" l 1 DEVICES AS TO PART. 902.6(K) AVERAGE EXI5TIN6 NATURAL 6RADE AVERAGE FINISHED GRADE N.Y STATEp I D R EMERGENCY ESCAPE AS EXCEED 2��6 oM�j L AO (�rt0) + (94 O) + MI O) + (99.T) + (100.5) + (95 O) + (q7.0) + (97.0) = ISO 2/0 = 97.52 <I0IC), + <100.0> + <102.0> +<102.O> + QOI.O> + <102.5> + <103�>4 N lD6R>13.6/e = MIRED BY PART. 714 OF J 11 N.Y. STATE BUILDING CODE. J j�f //('Ie�� w a ;YSiSC cn�OyTun te�s as r<Qri.rm/, L,OIe�/ /-/� t Suw....v.., pd/ o,.f/ ra...�f�fr �v4 .�.� c/<.mF.%�� 4" .-r..,. SITE AND GRAD I NC PLAN BY °"" r pp T1 PATE "`raw rc1;stn,,, moi .2 / 2/23/01 SCALE: "=30'-O" �"� ej-17 5ITE a ORAD�N5 PLAN A5 NOTED 5EAL JOB NO. m PRO.ECT 01100 r,0 FILE THE SPERLING RESIDENCE cnD 01100 5PI W� 285 SUMMIT DRIVE Or&No * t! SOUTHOLD, NEW YORK ENC6LER7B NORTON ASI o A R G H 1 T E C, T 5 i _ 5536 RlchTolephone [715) 1166-0002 NY 10312 OF B 4— PART 713 STAIRS,DOORS AND EXITS [ (Samaryamharity Faecadve Low,00 375,377) Sec. 713.1 Smm - - - - - " - - - - - - - - - - - - - ;.33 �a Y UNEXCAVATED UNEXCAVATED _ _ _ _ _ _ _ UNEXCAVATED _ _ _ _ _ _ _ _ i _ _ xnmrim Nate �1 �( r - - - - - - Part(00713 L7u.3)npealM byL 1991.ch 707,012.eH.Dec.31,1983,now filed Dec 1 1 — n, 1993 e(flaa.1.1994 - - - - --y - - - - - - - - , §773.7 8faln. F — _ - - _ — _ _ - - , au (a) to resai fe scent Suits, both interior and exterior. shall bene brovli and NOTE. To BE VI 61K B IL MINI INDICATED AS UNEXGAVTEO between ant provides.each and contains s habiixed steirs pace Pmvcramonrctra,and retwen TO BE VIRGIN SOIL MINIMUM BEARING CAPACITY OF 2 TONS F - - - - - - - - - - � � belwan two caries,each of which contuse a habitable space or a remulion room,and between j PER SQUARE FOOT. FILL IF REQUIRED TO BE ADDED IN 95% 'Cl J Q - -4'-5"- the fin[ story end basement or cellar. Disappearing or folding lain may be used between an 17-4--1 - - L_ COMPACTED 12" LIFTS I - I above-grade story and an retic wndaut a habitable apace or meat on tram.Spiral stain wn- / I forming m the requiremenn set forth in chapter 5 of reference standW RS 54-1 (we section 1250.3 of this code)may serve as exia from a meaanine. J 3'_4�� I 2'-4" H" tech .. . (1) tier l Minimum widths of tread.of fixed stairs shall he nine inches plus l'6- IH'-0" el 2'-4" H' 2'-4" H" 19'-4" H' I I I timing type.or nine inches for open riser type 13-- j 1 - � r - - - -- - - - - - - - - - - - - - - - UNEXCAVATED I� ail Win der than fouinches wide eunlss the winches guardve ed at mone-iginnch na by 1 P -1 shNl be not teas than fourinches wide unless the wim4n am guatr4Anthe ronvergingande by I Q continuous handmils which prevent walking whew the Read widths are less than six inches.If \ / UNEXCAVATED •Q the winder treads arc without a minimum Real nosing,the head widths in thew lontiona I ll in shall be not kse than rive inches and seven inches,respectively. ' m I PROVIDE POCKET FOR STEEL I (3) Winder trod widths w a dhouse of 18 inches from the converging ends uuR be not BEAM 9"1 x H"DEEP x 10" L _ J less dan8tc tread widths as set forth in paragraph(I)i this subdivision. - - - - - - - - - - - - - - - - - - - r _ Y L - - - v - - - - - - - - -- - - - - -- FROM TOP OF FNO WALL (4) Treads stall be level AMail othuthan winder mad,shall be uniformid width,with W onts TYP CAL OF 4 r - - -- - - - - - BEAIRIN6IPLATE -4 Rn BEARING PLATE IT�_H�� - - - - - y height risen of f lding or fair a any one run to stairs. _ - H"x0"x3/4" STL .p _ _ _ _ _ _ _ _ _ _ J i (c) Rinrs. (1) Maximum heights of risen shall beg'/.inches except the the maximum ( i 19'-0" bl-0" - - r - - height of rivennd killing c disappearing stun,exterim min m basements or Allan,aW of L J --� - - - - - - - - • H"xH"X3/4" STL � L _ - -_ J ! odr4 stun intended for oa:uionu esu rely,shall be nine inches. - �- I 24 (2) Then shall be no variation exceeding one-eighth inch in the height of risen In any we H, 6'-4' L ——1'-0 O - - - - 9' 4"_ J / ran of stain. (d) Width. Widths of stain shut be e: lent that 2 fat 8 inches acel clear between not be l or between handrail and opposite well nrPoce:except that stave il a cellar os tic shah not be leu n\� � � - - - - - - - - - - � 1 than 2 kat 6 inch.clear between handrails or between handrail end apposite wall surface. 0 L - - - - - - /\ in in (e) Headroom. The minimum clear headroom over any portion of any fixed stair bead a1Wl 1 I OPEN CELLAR / { r LL - - - - - - -i 1 n be nes 4w than 6 feet 6 inches measured vertically from the surface of the head,except that the v FOUNDATIONO DWALL NV 2'-O" r - - - - - - minimum shall be rot less than 6 feet 4 inch.was atom from Amerind miry to a third nmy and r - - -,- , I f (UN-HEATED SPADE - FIN SLAB EL <95�95'>) $ CONCRETE over sWn to a basement or to a cellar. L - - / �1� J ENTIRE GARAGE CEILING TO BE INSI1LATm-- N DEEP CONTINUOUS CONCRETE P O [ [ O l ---�- (p Handrails and railings (1) Stain of raps of more than three rise. shall lave a -- - _ - - OOTING handrail m Wiling Parallel m tbestarslope w at knot one side.Wherewe or both sidesof mch Q W/MIN R-I9 6' BATT INSULATION O TYPICAL - -- _ stain or steps are open,rulings stand be provided on open sides. 't IH'-4" �- 25'-H" IT'-0" (2) Window openings on stain or landings,and well openings,shall be guarded by railings (V II-0" II'-H" l'-0" - -- - or odor equivolentpmta0on. ry ry (3) Landings,platfomis and - TO �PPROVED X11 [A PjX PJ �L�[^� - w PjX B �L�fV r ["� BX rJ �L�[^� O B porches more shees inches above Needing,Haar it dfor Tm DISP ALTER 1i 1 d �e� hall be provided with railings on the open sides,except when openings a e required for M 5Ei TOPS OF STEEL JLUMN L/1 -I 3 m r- xl " DEEPOSTEEL GONIPE GORETE FOOTIN61/2 / °1 (4) Top surfacer of M1tdtuls red rulings shall be notleu the 30 inch.nm mom than 36 m I T SAME ELEV STEEL BEARING PLATE ON 7-0"gR0' SPI 40 14.00" FLOOR J015T5 016"OG 1'° GPI 40 14.00" FLOOR J015T5 116"OG m inches a above above the Flwr or tread level On stair mss, the height shall be mnsurcsl directly shove a tis.face. Soba r - - UP 15R REINFORCED W/(3)a4 EACH WAY - r (2)E1PI 40 14.Do, 11 ORC 11� (5) Clearance between handrail and supporting well shall be not less than I�'A inches. N Q UP = Q p [/1` r - - - - (g) 8 8 opening Y P P P .p .o Landings. The swing of a door a rain an a stairway shah wt overly them etc m f q„ I 3, �� ,-6 m [ r _ 8j S.n. 8 [-n [ ao Where landings are provided,their width shell be not Ica than the width of the stair of which they • - •!: v N UL t NEW YORK STATE APPROVED TYPE oL°Put 4"05TEEL PIPE GoLUMK W/H"xH"xl/2" L — r L - L — — j 3`i OIL FIRED DIRECT VENT HOT WATER du Light. Treads of stain shall be lighted by either natural or orificial light of mffici rot __- - - - - -- xE4 DEEP PLATE ON CONCRETE ONGRETE FCH KA6x3'-O" O — - - - i ¢, - - - - - - - - - - - - - g O H0LER W/INDIREGTLY HEATED DOMESTIC intensity to sore safe sweet and descent. m BOILER REINFORCED hV(4M4 EACH WAY _ p Q i WATER STORAGE TANK 013 5/H" F.G. GYPSUM BOARD-- v m m � Nc [ _ _ _ — , [ X ABOVE BOILER L L -} m U BEARI O ATE RP BEARx3/4" STL 3 BEARING PLATE f— BEARING PLATE 3 - - - - - - 1 L - - - - - - - - - -- L - - - -� UNEXCAVL F- - - - - -Its — - BOILER 7 I 5 0 H 2 H' g, T'_6" -0" MINIMUMOIL 15'-0" FROM to iv _I H 61.014 3l-r ra n pi L - - J L - - - - - - - - - - a's MI$GELLANEOU5 FRAMING NOTES J L - _ _ L J I r' - _ - - _ n T _ _ - , Q - - - - - - - - - - - - - �- I. PROVIDE DOUBLE FLOOR JOISTS BENEATH WALLS TOW EL(XX%) = I'-0 m RUNNING PARALLEL TO FRAMING 2 P05T ALL POINT LOADS TO FOUNDATION OR STEEL BEAMS TOW EL(102b1) 3 REVERSE CEILING X15T FRAMING A5 REQUIRED TO TIE INTO HIP ROOF5 jG/< HAUNCH SLAB TO H" AT GARAGE DOOR - 7?T G (X 3 =C J TOWEL(102.33> dl v 0X35 = SSS < X & — 21 UNEXCAVATED 4" CONCRETE SLAB ABOVE I'Vini b/6 WWF I I / FIN15HM SLAB ELEVATION (IO3.0) GG n TOW ELQ02.6T> ry ry I I TOW ELA02.33> CELLAR AREA 060.00 5F 2-t IfDl I I I 10" POURED IN PLACE CONCRETE FOUNDATION WALL I^V2'-0" WIDE x I'-Q" DEEP GONTINLOUS CONCRETE FOOTING A DRAM 5Y CHECKED BY TITLE DATE A-s D NORTON CELLAR ff FOUNDATION siloiol IOl" Iq,_o, 1o" 516NA PLAN BCA E TOW ELQ0267) I SEAL Joe No. L - - - - - - - - - - - - - - - - - - - - - - - 4 m PROXr T OII00 � $ THE 551RESIDENCE CAD D)a FI E a - - -- - - - - - - - — — — 255 SUMMIT DRIVE DW t01100FP1 * 5INY 20' E N 6 L E R T & NORTON '//� ��)) t 65'-0" o A R G H I T E G T 5 A—atG - �0�1:[ 3836 Richmond Avenue 5taten Island, NY 10512 Tolephonc ['7161 966-0002 OF 5 cn PAVED TERRACE P _ 65'-O' (SEE KE1'tERRPLE PLP1L . PAVED TERRACE AREA 2s'-B' - (SEE KEY IERRAGE RAW3 2-0• Iq'-0' m �_� sn2 9'-D'• 2'-10' 3'-4' 9'i' 94• 9'-4' 4' 9'-4' ]'-10' IO'-Y 2 D P-0• (�0 1 �� I I,_6. 1,p. 1Yi• 1'-0• 1b —T E R R A IS E O 5go 0 I LINE OF RD F OVER AND A DYE - -T ------- -------- - - - -------- --- ---- -- ---- ----- -_-- --- ------_ -- ._ (y`.TS'xIIlE' 6P V,MI 20-_ L_•rIIDD=6P LAM]D -- I (111T5_I4D0' fiP LAM ZD _ _ _ g e DN n 1 r I�� 5TRJGTURAL GOWR5-TYP 9° F%6L 9°6°rfM 3°a°F%EL 3°6°LSM F% - _--_ (Z11.TekIIPD•6P LM1]D11 D)I.TS•rIIAD•_6P LAM 2D - IDOxcRETE PLATFa9M STEPS I 5T p l p rANGREIE MIFORM{STEPS 'or ° I 1f n IIm 1 ♦". I $ $ Y g � I o u1 ? 11g yl I $n q°T°SLD OR'Kl I•TRANFAM ABOJE•• 25'-0' 4• �L q°l°YD OR'WN°I°T(WYrOM AEWE••I I I 4" }I/Y6 STEEL (y I.'155N50'6P LAM 2D 1 I 1 (2)I.T55A50'6F LAM 2D 5TE- PIPE DOLLMx ]rlD' n I PIPE 60LUM4 LIVING ROOM T. (y6P14_D 14W' _ _ o 1 16.00 - I I _(2f l b 1400'_ APPROVED T'fPE 6A5 = _ FIRED DIRECT VENA PRE- (2`IPI 401400• , m LINE OF 2ND RR AEOJE I r - (ZOFt b I4DO I MANUFALILREO FIR@VDE .� I I LIME OF ZND FLR Al D DINING ROOM MASTER BEDROOM y •rIc 9R 1 1 1x AREA FOR BUILT-IN TOME 4 OPI 4014.00'FLDD%MISTS 16.06 111 .15'00 xoa - GPI b 1400'FLOOR Y115T5 R16'OG U 31' LINE OF 2ND FLODR 6ALLERYo ENTERTAIR•1FNT EW Fnmr % FF Aol V 1 { '-{ F 1q4• %� 4' D•-D•TO Q OF 5TEEL I I } 'P 14'-0-To STEEL(k T-0 II o L-_--_-- W8%Is h0141 --- 4° qq PROVIOE 50 T LFM EWWY1111 n y m � Q -- - --------- tl - FAM TO dR51DE AIR 6TEEL4nl/2'°STEFl I Q PROVIDE CERAMIC TLE I g PROVIDE 50IDE 2' E]WN15T -0 I PIPE LOLLNN O _ FAN TO WTSIDE AIR PIPE I Y YNFLOOR 4 Ty I a i o ON 7+ Ib I4m'N V o $'q g 1 S ve r1c I I 4 LL ES srrAR FUTE LLS"IM 945.9-I/1.3ATi -21 'T 5 ♦ LOMTER IN TION Ily p.-T I$ 114' 4' Z 4' a'-10• S o5'-0 4 1°6' _ .ah IwA K-N ET- � ° I KITCHEN PRDv1DEf2)urERSOF I� : tyare• 5, rnz•rD' I — �_ Y 3 y 1 I F5/D•T'FE%6TP BD 3°a4F%6L• (?II'rD' 9°64F%6L•q l'-2' T I.-p. {• + T' 12' 10' 1q-0• BEHIND RANGE {' 6'b' 4' = g 1.16•a q y LIN -- I (1)GP1 b Tom• '° fi - I ©R m LONLREIE TFORM4 STEW I Ire YUD•RR /Ti — m2„p. 2.10' 11 111 .I6 oG Y �+ REF' S (212'rD• � 2 CIRCLE 6L .la'OG '^ LL 1MA5TER 11 BATH ROO 1 $ VENr�ptjYEft TO q IDB 1 EwuusT b'-9' 4' w ,` �, •w d'�,Y/ , 2sTANOFIPE - / 1112 . SLD OR'r 11 g • WYE GOLI.MN /•I BT I,) o & F1 YER m �ry 6I u I 1 4. ? u I' D� / 11 0 � 4• I a�TE 1 G T 5 T-1D' ,'.a• .' -4..u' �, a• � '-0' I 1 I gA�si Pano �Q I Dnp ] 6 0402 a / NP 49 I I • - _ PROVIDE INIMIM 3/4HR MT HALL EE. 4 Q LNle-lM LII@ OF ROOF P/ERIMNFi-TYP TYPE'%'6 BOARD EAG SIDE OF L I 1lCiAAtE 15 BETreB16 E4 R6 - - - r-- dT's : ,� D/u f/ Oa�' i*^.n 7'•^ �,yu.r.-d� s</ �ar,cS PART 714 \\ OPENINGS FOR EMERGENCY USE // ra (Statutory authority:Executive Isw,11375,3n) sa. B-0 714.1 General requirements 3�-- T ESR " R A G4E 5-4 3-4 34 210' 10'-2' B "1'-10' 2' iWmnul No4 1 4, � � part(1714 grepra44 by L.1991,6 ]0],112,off.pec.71.1953,new fiteq Dec.13,1983 PAVED TERRACE AREA -0' r-6^ 6" 2'-0" 2'- 2'-0' PAVED TERRACE AREA ;\ eff.Jm I,I9& (SEE KEY TERRACE E A _ (SEE KEY TERRACE I'LAW $7'4.1 Cesternl angalsemea� LINE OF RO F OVER AN6 A OVE - - - - - - - — _ _ v m naso , - - -- - - _ _ — _ — - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - - - n pe p ofwiodow,located y (a n addition to the 'm exit from a recreation room, or a habitahle *pace except kitchens,Here shill be provided each well space at 1 t one — — _ — opening Fm emergency use — / (b) Openings for emergeay use*hall include dwn or o noble ons so (2) l5"xl BB" 6P LAM 2 O_ as m provide unobstructed Wcted egress to legal open spaces. — 2) Ll5"x11.80=_6P LAM 2.0 — _ — - — _ +r X25'-0' 2' O" Z_OI .F.NF AT.NOTFS- 1. All work shall 6e performed in accordancetate, ordance with all smunidpal,Tonal zoning and building coda and 3-4° WI 14'_4" ordinances having jurisdiction and best standards of construction practice. The American Lu,tima of 6'1 6'-4" 6'-4" 61-0" 6'-0" 64" 6-4" 6'-O" Architects Conditions @half apply In all work performed on this project - 1 2. The Contractor shall verify all conditions at the site. Any discrepancies must be brattght to the attention I of the Engineer prior to commenument of construction. The Contractor shall be responsible for corrections not repotted once he has started work except for hidden job conditions. 3. Contractor shag guarantee to the Owner that all materials and gquipment incoquoated in the wodk will _— be new,and that all work will be of good quality,free from faults and defects for a period of one year front the daft of the final Certificate of Occupancy. - / 4. The Engineer @hail not be responsible for the construction means,methods,whriques,sequences or . - — — ,'1a_�� ./ procedunes,or for the safety precautions and program in connection with the work,end he shag not be Zle4i DH — — — — — — — 41— — — — — — — -7 responsible for the contractors failure to catxy out the work in accordance with.the construction . — ———— —— ^ — — — — — — — — — —— — — — — — — — — — — — donaumenh The ode in t @hall curt e t ra dlor to for die arta d omissions by the contractor. No ' \ (2)2"x v (2) (2)2"x6" clNnges shall be made cat the documents and/mss the building as designed without the expressed adttm �} 2"xb" i a>J��in � � ,�l� / — I i O consent of tlrt Engineer. - • 0 4" ry n ry ry Ph iv/ ry h n _ 6" W Qy' 4" N 5. 27u contractor and all subcontractors shall maintain continuous insurance coverage including statutory O Ngo+ ass, _O O 4° o• 13'- e \ +i a _ apoliciesutomobile (Wink ty and damage ere)and general Ithan in m tn. '1b not lessgin that SS million and —4" v y 19,_6" ry x a / e r« n I' 6" 4" x ��/ in msured n liability and datnage coverage not las than$2 million The Engineer shall be•named iA � �r I c'7'I + i _ _ t ry' � L I v iraumd on any and all policies. m BEDR6 \^L 4 O I" #✓ P III 6. Provide OA25^aluminum tennis shirrs over fibrous insulation at erg sills. ry__ " h)I 3 %'YLI6HT5 ABOVE KIDOOBLE " _ e \ — v 2 x 2.0 BTM IIII @ ll — — — • e (O 2 x6 G IL BM5 O IbZ 0 B M LSH / 7. All wood in concoct with concrete or masonry to be Wolma used or pressure crgoaotul m I OqS OG 4 ID - - — OPENIN65 12 8. A single station smoke detector alarm device shall be installed in each bedroom,on all floors and shall be "_ R, FT 0 F FRAMED gB' GEILIN6 EMS 616"1 Z„ ry all inteeconrecad pa coda xb 016"OG 016 OG ry x xb" R RAFT 2"x0" R. RAFT y0 I ( GL ry se ty��. 6j� a_ _ — _ _ ay __ =(4)1.'15"x18.00" 6P LAM 2.0 HDR BTM FLUSH _ _ _ —_ _ F�,, 016°O oft 016"OG �ei` 9. Ali bathrooms without operable windows to be mechanically ventilated as per New Yodt State Code. m I o PROVIDE OPENINGS FOR l� \ \ r 10. Hating ro be designed to provide 70.degrees P.with outdoor designed a r-trtnpmtua of 0 degrees p.BA H e'-e° 3'_6" s'-6^ O„ EMERGENCY ESCAPE AS4” ' " '-6' O' 6' 25'-0' 4" 15'-� k' S° REQUIREDBY PART. 714 OFaadtSMPHwind. .0 5H D e ,y �So 9v (2)1. x950 6P LAM O —— —— (2 I.TS'k9 50" 6P LAM 2.0 BTM FLS N.Y. STATE BUILDING CODE. 11. All electrical wink ro be in accordance o the rules and regulations of the N.Y.B.P.U.and a N.Y,B.F.U. certificate is to be presented o the Owner at the completion of the job. � o d I y 12. PI Installation ro comply with Ssft and Local rods and the sewage disposal system ro meet ° s 3'-6"HIGH RAILING n � Health Plumbing standards. y (2)2 6 SLD DR v Z. 1 m (2)1.15"xlIb0' 5P LAM 2.0 RB — — j O .00" 6P LAM 2.0 RB — - — — _ (2)1'15"xll_66" 13. Do not scale drawings. Oa dimensions •� — a a 016'00 F" 8150 MIM (4)11016"06 fb-1150 MIN GPI 20 S 0 ry r m e figua only. — LAM 20 RB III a ry GEILIN6 SMS 016"OG 2,(" 6 Q 2'x10" R. RAFT ry 2° \ — — — �6EILING EMS 016"OG (2):26665 DR `t 14. All work to conform to rhe rules and regulations of the New York Energy Conservation Construction s — 6PI 20 9.50' x10" R. RAFT Code. All glazed aro o be double glazed and all esanor doors to have insulated cores. III p GALLERY G� 15. The Insulation protection as indicated on these plans exceeds the Code's minimum standards. q 16. These drawl and specifications art instruments of service and shall remain the propertyof _ O ry m �EDROOM # ry .o m \+�r Zeb° a ° ° 0 the Engineer rwhetherkthe project for which they arc made is executed or not. 11ey may be ry n. OL u in k' s'n' \$ e 206" / wed on coy other project except by written authorization of the Engineer. u {� T 3'HC I -3" 3'-3" 4" n \ 2)2°6°SLD°Ra J 7 I. `� 0�� �� WB 115040 PH 9°)4° DH No (2)3 4° DH �y \ — — — 4 6 4 1 5-O 4 m 6 6 4" 4' b'-b" 4" 6'-b' ry 4" ry 5'_4.1 4 3'-O" I I 1'-4" WALL HE16F+7 ° - (2)6PI 60 II 66"- — m x� (2) 'x (2)2"xb' 3°3° AWN 9°3 AWN — — _ -;--� '4 p +�k/ I I 2"x6" RR 2 xb" RR 016" OG 016"00 2'x6' 0 I60C, p� = 58 2 2'x6' 2)2'x6" iv --�— — — — — — — — — — — — — — li MISGELLANEOU5 FRAMING NOTES 1. PROVIDE DOUBLE FLOOR J015T5 BENEATH WALLS I I RUNNING PARALLEL TO FRAMING A --- -- — -- ---- ---- — — 2. POST ALL POINT LOADS TO FOUNDATION OR STEEL BEAMS 4 3. REVERSE GEILIN6 JOIST FRAMING AS REQUIRED TO TIE INTO HIP ROOFS II II I I I � 11 II I 11 5EGOND FLOOR AREA - 1,365.22 5F* EXGLUDE5 INAGGE551SLE AREAS It 5PAGE5 OPEN TO BELOW II I � II I II A PRAYde BY CNEOKED BY TITLE DATE A-6 1 D ORTON SECOND FLOOR PLAN 5/10/01 SI6NA SCALE III 5EAL JOB NO, PROJECT 0I100 HS FILE THE 5PERLIN6 RESIDENCE CAP OIIOOFPI T _ _ ' u, 285 SUMMIT DRIVE PHIS.No 24" 314" 3'-4" 2'1 2'-3" 2'-10" 2'-3" • SOUTHOLD, NY fen 6 11'_4" 9'_6" 4'-4" T-4" 2'-0" _ 4'-0.. 24� 2'-O ENGLERT ff NORTON J\ -4 r- r A R G G 5 j'`H I - T E T 3636 Rlchrnond Avenue 5toton Island, NY 10312 Tolaphone ['1151 9bb-0002 OF B TYPICAL ROOF GON5TRIGTION 2354 CLASS 'C' ASPHALT SHINGLE (2)1.75"x-130" OF LAM 2.0 RIDGE BEAM 15# FELT MINIMUM 4" LAP 1/2" ODX PLYWOOD SHEATHING 2"x10" ROOF RAFTERS 616" 00 CONTINUOUS RID6E VENT PROVIDE METAL HURRICANE CLIP CLIP6EACH RAFTER - TYPICAL (4)1.75"x16,00" SP LAM 2.0 RIDGE BEAM II 2"x10" RooF RAFTER6I6"Oc .s6, II (41.75"x1b.00" SP LAM 2.0 CONTINUOUS RIDGE VENT 2"xl2" RIDOE50ARD 2350 CLASS G ASPHALT SHINGLE GPI 60 11.66'616" OC R-19 MINIM 6" BATT INSULATION MAINTAIN AIR SP GE FINISHED GEILIN6 1/2" GDX PLYWOOD SHEATHING 150 FELT MINIMUM 4" LAP EXTERIOR KALL rO&STRUCTI 2"x10" ROOF RAFTEROIWOC VINYL SIDING 2 2"x4" COLLAR TIES632"OC 6'S TYVEK HOUSE WRAP, 141N 6" LAP, APE ALL SEAMS pj,5 _ I/Y' CDX PLYWOOD 5 THINS RPI 20 BATT 116' OG FLOOR PROVIDE METAL HURRICANE R-19,b° BATT INSULATION R-13, 3 BTT INS ATION 3/4'6 t6 PLYWOOD 5UBFLOOR PROVIDE M RAFTER - TYPICAL 1/2" GYPSUM BOARD INISH SCREWED 4 GLUED TO JOISTS FIRE STOP EAVES AT ENDS / PROVIDE METAL HURRICANE &PI 40 (2)175'x14.00" SP LAM 2.0 20 FT CENTERS}`Y5/e"FC G .O 016' OG TYPE 'X' GYPSUM BOARD - TYP CLIP6EAGH RAFTER - TYPICAL SECOND FLOOR r , EXTERIOR WALL CONSTRUCTION FINISHED GEILI r-J 1/21,VINYL PLYWOOD SHEATHING CONTINUOUS SOFFIT VENT ALUMINUM 6J17ERTYVEK HOUSE WAR,EXTERIOR WALL CONSTRKTION NTINUOUS SOFFIT VENT r-T^ M D-HEI6HT BRACINNGMIN b" LAP, APE ALL SEAMS TYPICAL STEEL BEAM ( PLAN TYPICAL VINYL SIDING ICAL r 2"xWOOD 5TUD6ATIO � 2'-6` TYVEK HOUSE WAP,MIN 6" LAP, TAPE ALL SEAMS 2'-6" � _ - R-19,R, 6° BATT INSULATION 1/2" CDX PLYWOOD SHEATHING 2"x6" WOOD STUD916"OG ----- r I/2" GYPSUM BOARD FINISH Q '4 er MID-HEIGHT BRACINGr � FINISHED FLOOR v = R-19, 6- BATT INSULATION OR I/2' 6YP5UM BOARD FINISH -I FY REI 6 PLYWOOD TO JOISTS L-T SCREWED 1 GLUED TO JOISTS -T SPI 40 14.0"616" OG 15T FLOOR Q05.50> 2"xb'PRESSURE TREATED SILL PLATE — 1/2"0 5TEFJ. ANCHOROEND5 1 MAXIMUM 6'-0" CENTERS r FIRST FLOOR 4"CONCRETE SLAB W/64-6/6KHF ryb" GRAVEL BASE 1111=ITf—]i I- 6ARA6E <103.0> HE II PRESSURE TREATED WOOD SILL PLATE L T 117111 I_i„ STEEL BEAM (SEE PLAN I/2"05TEEL ANCHOR 6'-O"00 MAX 4"0 STEEL PIPE COLUMN71 2)LAYERS TROWELLED ON MASTIC JAL10"POURED IN PLACE CONCRETE 1m DAMPROOFIN6 111= FOUNDATION W/2'-0"x1'-0" DEEP MINIMUM R-10 RIGID INSULATION =11 Q CONTINUOUS CONCRETE FOOTING 1=1!1= MINIMUM 2'-O" BELOW ADJACENT P-O" POURED IN PLACE CONCRETE .° FIN15HED 6R4DE - TYPICAL FOUNDATION WALL W/2'-O"xl'-O" =TIT =III= = _,1 DEEP CONTINUOUS CONCRETE FTS —Ll�ll -TI -1 4" CONCRETE SLAB - m 4 MOISTURE BARRIER 6° GRAVEL BASE CELLAR L2C _11 ; SECTION A 50ALE 1/4'*'-0" Tl=i1 1-III=1 -JThI -IIITILI1i-111- =111LIT_hI Goa GONTINUOU5RID6E VENT 5ECTION B 235# CLASS G ASPHALT SHINGLE 150 FELT MINIM9IM 4' LAP SCALE I/4°=1'-O° (2)1,75"x1198" 6P LAM 2.0 RIDGE BEAM 1/2" CDX PLYWOOD SHEATHING NT 2"x10" ROOF RAF711"IWOC FILL JOINT N1 "PLA57-5EAL" I/BNHIDE xTROL 01 DEEP 1/4" LEVELING PLATE W/3/4" STEEL PIPE COLUMN, SEE PLAN COMPOUND AS MANUFACTURED GUT JOINT WITHIN 24 HOURS NON-SHRINK GROUT BASE PLATE SEE PLAN PROV/DE METAL HURRICANE f 8Y EUCLID CHEMICAL COMPANY OF CONCRETE PLACEMENT) /2" /2" (WELD TO COLUMN) cLIPa/EACH RAFTER - TYPICAL -4 1/2" CLEAR CONSTRUCTION JOINT W.W.F. bxb-10/I0 _oo o �o °_o 0 oa oo 0 0 o P c p dJ - ''„"P ^incn cn 'n9'ln9'1,- _ �” o FINISHED CEILING ' LL GPI 20 9.5"616OG —_ VIII1 III—III — R-19 M1NIAM 6" BATT INSULATION 1 W W.F. (?x(?-10/10 MIRED CONCRETE SLAB _ 12 CONTINUOUS 6 MIL POLYETHYLIENE VAPOR BARRIER GONTINU0U5 6 MIL POLYETHYLENE VAPOR BARRIER —III (4) 1/2"0 15.5 4 6" CRUSHED STONE BASE b" CRUSHED 5TONE SEE PLAN � WELL GO, ACTED 5UB6RADE (MIN. 95% COMPACTION) WELL COMPACTED 5UBGRADE (MIN. 15% GOMPAGTION)4 FINISHED FLOOR PROVIDE METAL HURRICANE NOTE: PROVIDE JOINTS AS REQUIRED AT STOP NOTE: SPAGINO OF JOINTS SHALL NOT EXCEED 3/4"Tt6 PLYWOOD 511BFLOOR CLIFSEACH RAFTER - TYPICAL DETAIL OF TYPICAL PIPE 5GREWED 1 GLUED TO X15T5 OF EACH CONCRETE PLACEMENT 15'-O" IN EACH DIRECTION. 1� SECOND FLOOR TYP I GAL CON51RUGTI ON JOINT TYP I GAIL CONTROL JOINT DETAIL 1111 GPI 4014.0`616" OG 1111 COLUMN BASE PLATE - DETAIL AT 5LA5 ON GRADE AT 5LA8 ON GRADE No 50ALE PROVIDE METAL HURRICANE CONTINUOUS SOFFIT VENT NO SCALE NO SCALE CLIPOEACH RAFTER - TYPICAL TYPICAL EXTERIOR WALL CON5TRUCTION VINYL SIDING MIN.= 2"X" TYVEK HOUSE WRAP, MIN 6" LAP, TAPE ALL SEAMS ° I/2" COX PLYWOOD SHEATHING Q 2'x4" WOOD STUPSIVOC FINISHED FLOOR R-13, 3-1/2" BATT INSULATION 3/4"T16 PLYWOOD SUBFLOOR 1/2" GYPSUM BOARD FIN15H SCREWED 1 OWED TO J015T5 ° FF SPI 40 14O'oIb` OG FOOTING FIRST FLOOR DEPTH "D" x O Q N r IM L= v .. J DRAIN BY LFEGKED BY TITLE DATE PRESSURE TREATED SILL PLATE 1 � —I Ill LM61 DORTON CGGI/2'0 STEEL ANCHOR BOLT 6END5 1 &'-0" CENTERS m=11 L N. BU I L�I NO Hrr 71 ON5 5/10/01 LTi MIN R-10 RIGID INSULATION 2.0' BELOW ADJACENT FINISHED GRADE 1� �] III„ s16NA SCALE Q L, �1 (2)LAYERS TROWELLED ON MASTIC DAMPROOFIN6 — — -b I'-0" POURED IN PLACE CONCRETE FOUNDATION W@'-O"xl'-0" - 3/4" CONTINUOUS CONCRETE FOOTINGA- JOB NO. m MIN >'+ PRa.ecr 0I100 4" CONCRETE SLAB T=IL _ 11 TYPICAL DETAIL OF 5TEP IN FOOTING AND 'a, �, THE 5PERLIN6 RESIDENCE `"D DM FILE I FF M` GRAVEL BARRIER ,L�,I�I � -° -L CELLAR GON5TRUGTI ON JOINT IN GONTI NUOU5 WALL FOOTING q�. 285 5UMM1T DRIVE .�. MOISTURE BARRIER +� 50U7HOL0, NY 61 1 o SECTION G NosGALE EN5LERT $ NORTON J� T_m =Ti_TJL=11 _ NOTE: PROVIDE GONSTRUGTION JOINT AT $ < fi =m W—L= THE STOP OF EACH CONCRETE PLACEMENT ° 5 FR G H r E G T 5 `� I I-111—L—T SCALE I/4"=1'-O" 3836 Richmond Avonue Staten Island, NY 10312 = I1=1TJ L Tclophono [716] 9bb-0002 OF 8 , " I e c I 1 12 1 235N CLA55 'G' ASPHALT SHINGLE 8.5 I, DECORATIVE LATTICE SABLE FINISH I II I I I I I I I \ I FINISHED CEILING [7E FE-3] FEE-1 EEI m II I 1 � SECOND FLOOR 12"e 'sc ALUMINUM - GUTTER VINYL SIDING t TRIM FINISH ® . . 4 1"x4" LET-IN 5RACIN6 - TYPICAL 0 ALUMINUM LEADER - TYP F T FLOOR EIBE9 \ / ry GARAGE STUCCO FINISH \� l CONCRETE PLATFORM t � 5TEP5 TO DRYhELLS TO DRYWELL5 TO DRYwELL5z TO DRYhELL5 Z Q CELLAR mJ � L - - - - - - - - - - - - - - - - - - - -- T - - - - - - - - - - - - - - - - - - - - - — L - - - - - - - - - - - - - - - - - - - - -- - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - _ - - - - _ _ _ - - _ _ J FRONT ELEVATION J J SCALE 1/4"=1'-0" A 12 A-S 8.5 ® ® ® 'G FINISHED CEILING 235k CLASS ' ASPHALT 5HIN5LE SECOND FLOOR U 6JTTER ALUMINUM LEADER 4'-O"MINIMUM HEIGHT CONCRETE STEPS t Q POOL ENCLOSURE—) PLATFORM I"x4" LET-IN BRACING _ FIRST FLOOR 1� GARAGE N DRAWN BY LHEGKED BY TITLE DATE ' —sNCCOPIN15H D NORTON BUILDING ELEVATIONSLLJ s/lo/ol /_ TO T 1 y I 516NA Q , 5CALE To PH /X 1 A5 NOTED II� L _ _ 4 CELLAR SEAL .�oB No. _ s '-j 0I100 — — - - - - - -� n P agcT OI100 In 1 TO Dw�j ✓`_if J —5TEP FOOTW6 AS REOUIRED TO &OOD BEARIN6 f� l��t'� 7HE 5PERLIN6 RE5IDENCE cAD CW6 PILE L — — — — — =To J— — — t MINIMUM FROST COVER - MAXIMUM 30' ANGLE 'O OI I OOFPI J '¢ 285 5UMMIT DRIVE aN6 No SOUTHOLD, NY LEFT 51DE ELEVATION � * ,"'`` E N G L E R T 4 NOR T O N SCALE /b"= '-0" ,� A R G H 1 T E C, T N A—6 3836 Richmond Avenue 5toten Island, NY 10312 _ Telephone [118] 966-0002 OF 5 G D ASS A-3 F ' I FIREPLACE CHIMNEY HVANTI-DOMPIDRAFT OAP - MINIMUM 3'-0" ABOVE NEAREST POINT WITHIN 10'-0" 1 12 12 1 8.5 r L .S 1 235 CLASS O ASPHALT 5HIN6LE ALUMINUM GUTTER - TYPICAL I I PT)N31O SKYLIGHTS FINISHED CEILING N.Y.5. ENERGY CONSERVATION GON5TRUGTION GODE ® VINYL 51D1N6 ! TRIM FINISH ® ® IIIIIIh�IIIIIIIIIIIIhII SII ® I SUMMARY OF TOTAL THERMAL RATING II II II II II I IF THE TOTAL THERMAL RATING 15 ZERO (0) OR GREATER, THE PROP05ED 4f [ � I DE516N FOR THE BUILDING ENVELOPE COMPLIES WITH THE ENERGY CODE ELI � I I AREA U-VALUE THERMAL TABLE Ste•. �,-�- I i RATING USED I. ROOF/CEILING 21gq.0 .05 O 663 SECOND FLOOR J 7 r l 2. NET WALLS 3086,50 .07 277 6-1 — 3. GLAZING T Ll WINDOW SKYLIGHTS 35 .36 61 66 3 4. DOORS 60 .06 7 6-1 4 I 5. FLOORS 163.32 .05 0 b-3 P 6. BA5EMENT/CELLAR WALLS \ \ \ WALL PERIMETER 241.67 FEET CONCRETE STEPS d PLATFORM \\ \\ \\ EXPOSURE ABOVE GRADE 3.0 FEET WALL U—VALUE 08 DEPTH OF WIALL U—VALUE ELI[FIRST FLOOR I IBELOW GRADE 24 INCHES 2 665 7. SLAB INSULATION —5NGC0 FINIISH SLAB PERIMETER N/A FEET INSULATION R—VALUE TOTAL THERMAL RATING 112 I I I I CELLAR � - - - - - - - - - - -- - _ _ - - - _- - - - - - - - - - L1- - - - - - - - - - _ - - _ _ _ - - - - - - - - � 1 - - - - - - - - - - - - - - - - - _ — _ - - _ - - - LT a L- - - - - - -- - - - - - -- - - -- - - -- - - - - — J_ - - - _ _ —_ - - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L L REAR ELEVATION 4"m PLUMBING VENT 57AGK MINIMUM 24" ABOVE FINISHED ROOF - TYPICAL ROOF ii 1 2"VS f 2V5 A 1 r-' - -1— r — � T — 2G 1-I/2 , �I 1 12 1_V2" 2" ?2"V5 -I/2 2 V5f 2" wB I Hr. I I I I I 8.5 -I/2" -I/2" -v2" ISHWR 15HAR 211 :?: I5HwR 2ND FLR 4" p° p" 1 2" 2" 2" VINYL SIVIN6 4 TRIM FIN15H 2"V52.vS 1 2'VS 235# CLASS G ASPHALT r r � — — F — — SHINGLE r _ 'SECOND FLOOR -I/2" -I/2" -I/2' I/2 1/2" ALUMINUM 6UTTER TYP I-1/2" 1 HB w6 B5 2" WB WB WB 2" ALUMINUM LEADER - TYP IST FL 5H,4 BT " HIG 5P ® ® ® SHWR -I/2" -I/2" 61D :2'1 2" 2^ GONGRETE2 PLATFORM Q -I 2" Lim ! STEPS v 4" 2" p^ \ 2" FIRST FLOOR 3"FAI HVPERFORATED METAL ro PLATE MIN 6" ABOVE FINISHED 6RADE —STUCCO FINISH—� r — — DRAM BY 0,MKED BY TITLE Q Z TO DRYV�LU L5 TO DRYHELLS Q '-O" UNI�ELLAft T� GELLLAR GO 4"55 4"55 4"55 4"55 D ORTON DATE = I '" �-- - - - - - -- �- I 1 I I 20' MAX 6� BUILDING ELEVATIONS L z EXTERIOR KA1 ej PLUMBING RISER DIAGRAM GO CO 00 FOUNDATION 5LEAVE AS NOTED _ _ _ _ _ SAL STEP FOOTING AS REOUIRED TO GOOD BEARING-- — I_—_—_—_—_—_—_—_—_—_—_—_—_—_ —_—_ _ _ _ —_ _ _—_— — — — JOB NO — ! MINIMUM FROST COVER - MAXIMUM 30' ANGLE \ — — — TO SEPTIC SYSTEM '" PRO,ECT 01100 XHGI HOUSE DRAIN d TROP IN CONCRETE PIT W/STEEL DOVER - MINIMUM PITCH I/4" PER FT PILE THE 5PERLN6 RESIDENCE CAD DOIIO >v 285 SUMMIT DRIVE D OIIOOFPI PLUMBING R15ER DIAGRAM 5OUTHOLD, NY • RIGHT SIDE ELEVATION E N 6 L E R T s N 0 R T 0 N SCALE /8"=1'-O' < A R G H I T E G T 5 3836 Richmond Avenue Stoten Island, NY 10312 ' £ Telephone [718] %6-0002 OF 6 I 1 - - - - - - - s - - - - - - - � - z CONCRETE RETAINING WALL - SEE DETAIL ' I 3l5lBW<gaol 13W<g900> BW<91.50> BW<g100> BW<g1.00> 5l 00> BW<94.00> - - _ - - - - - Q TW<gb 00> TW<gr 00> TW<96 00> TW<gl 00> TW<I00 00> -Q - - TW<99 00> TW<q8 00> Ti 00> 7vJ<gbOO> Q <g550> — SLOPE - '- <gg50> Q SLOPE 5S0> mm I— _ - - o>o Wool Oro>o r - - i - - - - a Q 2 e^ - - b FUTURE IN-GROUND POOL l/ I I FUTURE IN-GROUND POOL 4 PROVIDE ALUMINUM REINFORCED CONCRETE REINOMPACTED FORCED CONGRE7EI (BY OTHERS) 6UARDRAIL MINIMUM PAVING ABOVE PAVING ABOVE POOL ENGL05JRE I 48" HIGH - AROUND Q ON COMPACTED FI L ON CFILL L — - - II II I I — U CONCRETE PAVING T-4` e" _Ir' 8 - - -- 25 6" IT- 13.1 X VATED'** 4 �— — — — — — 8, I 16. g,-0„ r'_4. Iq1_01 25,-8. o� Iq_o„ 11-01. � 5� 32 = 7,616 - - - - - - - - - - - - - ° - - - - -- - - - - - - - � geo> (100 O> <100.0> (q8 q> C - - - - - - - - - - � - - - - -- - - - - ?� Y 3Xi2 ` 34'. O //�/ - - - -- - - - - - - - - - - - - - �\ \\ (j (10200> DN aR Q <102.00> In PLACE TE ALJ I `m° •D / / �OUNDART ONNWAL W/CON NU 5 (RE-INFORGEDZONGRETE PAVING ABOVE \\ \\ Q �b W W I ., Q $ W z -6"xl'-O" DEEP CONTINUOUS CONCRETE ON COMPACTED FILL-- PIC,- \ \ O i Z z l G O N G R E T E P VIN 6 A O Z FOOTING - TYPICAL rb'-6" �V A \ 6" J 50'-0" J O - \, Q02 53> `P <102.33> r - - - - - — UNEXGAVATEDxxx — r - - - - - - - - - - - - - - - - O H O o T - - - - - - - - - - - - - - r — - - - - - - - - � 9 ,, II g � II IIF - - - - - - - - - - - - SII IIT - - - - - - - - - - - - - 111 11 b ® ® 0 ® ® ® UNEXCAVATED J L J UNEXGAVA'TED m v os o> aos o> P - - - - - - - - " �I I I I I I I I N L - - _ - - - I – I- I o L r - - - - - - - - [ – � I� lb c GEL L A R I C _– J I 4 4 r o FORsno�Irlo AL DOOR�2oI r [ [ _ J O WINDOW INFORMATION - TYPICAL FIRST FLOOR q F – 0 m � <10LO> — — 10'-0" I' QsELF-LATCHING 10'-O" SELF-LATCHING L - - - GA E -7 <qq 33> GATE TERRACE FOUNDATION PLAN TERRACE PLAN #"NOTE. ALL FouNDATION AREA5 INDICATED AS UNEXCAVTED SCALE I/8"=1'-p" SEE SHEET A-I FOR ADDITIONAL NOTES, GRADING 4 DRAINAGE INFORMATION SCALE TO BE VIR61N 501L MINIMUM BEARING CAPACITY OF 2 TON5 PER 5QUARE FOOT. FILL IF REQUIRED TO BE ADDED IN 11596 COMPACTED 12" LIFTS / 1 3'-6" HIGH CHAIN LINK FENCE TYPE - I /BETA NI NO WALL NOTES I'-O" SRADE H F A-BAR B-BAR MAX SOIL PRESS T-0" CURB / TE5T CYLINDERS: SHALL BE MOLDED FOR EACH 50 OU. YD5 OR FRACTION THERE OF, \, 3'-O" 3'-9" MR016"OC 114016"OC / OF EACH CLA55 OF CONCRETE PLACED IN ANY ONE DAY SAMPLES SHALL BE TAKEN •I _ DIRECTLY FROM MIXER AS PER ASTM CIr2-Ig54 GORED AS PER ASTM G31-1966 l TESTED - "D - POROUS EARTH - 4'-O" 4'-3" "12-OC 114012"OG 206M#/SF AT THE ACE OF 26 DAYS AS PER A51M C3q-1gbb, TEST SHALL BE PERFORMED BY A BARS VERT ° -I; BACKFILL -I ° BIAb" r 6-10" x4010'OC 114010"OO LICEN5ED 7ESTIN5 LABORATORY, REPORTS TO BE FILED WITH BUILDING DEPARTMENT. ° OC 5'-O 4' m IIF -- i x 6-O° 5,_4" k406'OG k41B"OG 2184k/SF RS VERT _0" -O" 50B"oG x500"OG REINFORGIN6 BARS: ALL CONTINUOUS REINFORGIN6 BARS TO BE LAPPED 32 BAR \ -III 111= DIAMETER AT 5PLIOE5 AND CORNERS UNLE55 OTHERWISE INDICATED,LAP CONTINUOUS IS - WEEPHOLES 04'-0"OC _ �E "OG 27bb:x/5F/ TOP BARS AT CENTER BETWEEN SUPPORTS t BOTTOM BARS AT SUPPORTS TERMINATE \ m-,�I B'-O" 6'-6" x506"OG x506 - _ � _-T�_ 9'-O" r'-3" k60r"OG k60T'OG CONTINUOUS BARS AT NON-CONTINJOUS ENDS hUSTANDARD HOOKS. PROVIDE CONTINUOUS –I BARS AT WALL lN7ER5E0710N5. PROVIDE Will LONGER THAN OPENING FOR EACH 4" OF WALL THICKNESS OVER ALL OPENIN65 URLE55 OTHERWISE NOTED. ALL BARS SHALL Q B-BAR51? Q Q — BE SECURELY HELD IN PROPER POSITION WHILE PLACING CONCRETE, IF REQUIRED iv � = v TYPE - 11 ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH H F A-BAR 0-BAR M 501L PRESS SUPPORT FOR ALL BARS. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT FOR �\ FOOTIN65 ! OTHER PRINCIPAL STRUCTURAL MEMBERS DEPOSITED A6AIN5T 5ROUND TO tl1 3'-0" 3'-9" x4016"OG M4016"OG BE Yr ONCRETE, AFTER REMOVAL OF FORMS EXPOSED TO WEATHEROR IN CONTACT 4b" 4'-6" x4012"OG x4012"OG 134,ol ��UND 2" FOR BARS LARGER THAN 115, A -I/2" FOR 115 BARS OR SMALLER / ��/pO 5'-0" 5'-O" x4010"OG x4010"00 ME51ON OF FOOTIN65 ARE BASED ON MINIMUM BEARING VALUE OF 4 KIP5/50 Fr TYPE IPE I I I rE I 6'-0" 5'-b" x406"0G x41E 12g01111/5F 6'-3" #506"OC 11506"OC CONTROLLED INSPECTIONS FOR RETAININ5 WALL5 TO BE DONE BY LICENSED ARCHITECT . allo.", #506"OC 506"OC 1216#//SF OR ENGINEER THI5 ARCHITECT HAL NOT BEEN RETAINED TO PERFORM THIS INSPECTION RETAINING WALL NOTES & DETAILS q'-o" r'-q" kb0-roc Zai PRAWN BY CHE°KED BY TITLE DATE D RTON TERRACE PLAN 5/10/01 I6NA Q ,- SCALE v AS NOTED SEAL JOB NO. p PRO.EGT 01100 NS FILE THE 5PERLING RESIDENCE cno OIIOOFPI 255 5UMMIT DRIVE SOUTHOLD, NY aw6. o A R C, HT B NORTON J\ � Q� A R G H I T E G T 5 j'� (� T 3836 Richmond Avenue 5taten Island, NY 10312 2 Telephone [TD] qbb-0002 OF 6 J - - - - - - - - - - 1 - - - z _ I I Z - I � BH<g440> BW<g4.40> 13W<g6.00> BH<gq 00> 5W<gl.5O> BW<91.Oo> 13A<g100> ENO"00> BWai4.00> I CONCRETE RETAINING HALL ME DETAIL Q 1 TW<g(200> TH0100) TA06,00> TW<g100> TH<I0000'+ 4 TW<gq 00> TW<gg 00> TW<q"I 00> TW<gb 00> 4 <95 50> — SLOPE <qq 50> Q SLOPE - <g5'i0>� - - - - - - - - — _ — to - - -- - _ _ 1_ n _ - - -- 4 i e - - - - - - -] 6z o - - - - - - - - 4 4 <1110> d00 o> g000> <qlo, u FUTURE IN-GROUND POOL o PRQVIDE ALUMwuM / FUTURE N-GROUND POOL GUARDRAIL MINIMUM / �) Y ' p41° REINFORCED GoNGRETEI (BY OTHERS) ° 4g^ HIGH - AROUND s ! / y� �5,. C ovA '7.•,> Cys U� 4 I PAVINS AABBOOVE NGRETEo� I 16 PAVING ABOVE Q I Q POOL ENCLOSURE / In ON COMPACTED FILL, ON COMPACTED FILLS I I J1 L - - - - - - - - - - -I UNEXCAVATED*** --- coNCRErE PAVIN6o -- g 25'_0" e' 16'_2" g.. I L- - - - - - - - - - - - - - - - - - - - - - - - m - - - v — 42. LANPLANTER <I00_—O>Ig6.g> V � - - - - JC - - — —- - - - - - - - — — F - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 3�,-4•'15� 5°' ' <10200> / DN 4R Q <IU2.OU� 5" POURED IN PLACE CONCRETE / L 5� W _ _, FOUNDATION WALL H/OONTINUOUS (\ I W ICONCRETE W W 1-8"xl'-O" DEEP CONTINUOUS CONCRETE RE-INFORGED CONCRETE PAYING ABO Q Z z Q G O N G R E T E P A V I N G Q z z 4 Y ON COMPACTED FILL - TYPICAL y - _ - „ FoonNG - TYPICAL - — • 1 I g„ - - 62,_6„ J g. O N 63,_10 J I � I N <10233> 3> <102 L - - - - - - - - - - - UNEXCAVATED*.. ° - - - - - - - - - - - - - - --- — - o ( c O Q --- --- -- Q - - - - - - - - - -- - � r - - - - - - - - - -_ J I I o j UNEXCAVATED y r UNEXCAVATED o o <105Q G> _ r - - - - - - - - - - - ! L J L - - - - - - J I I -- f-obi d.- N•..y.ev.vr eat/a,c< />rs tn.�_ r- - - - - - - - - - - - - - - - - - - - - - � rJ --u 1 10" Q I I SEE SHEET A-1 SECTION 7201 Y I RADDITION FIR`jlr FLOOR C E E L L A R I I WI RMATION - TYPICAL I <IOI Oi E I I f1 I _ "IMMEDIATELY" � V ENCLOSE POOL TO CODE UPON COMPLETION BEFORE'WATER' I 1 a E t TERRACE FOUNDATION PLAN TERRACE PLAN I *'NOTE. ALL FOUNDATION AREAS INDICATED AS UNEXGAVTED SCALE /8"= '-0" SEE SHEET A-1 FOR ADDITIONAL NOTES, GRADING 8 DRAINAGE INFORMATION SG,ALE /8"=!'-O" cpp((,��tl pp,J l���°y OR 1C C4UG 1"ti„� E yyV\ TO 0E VIRGIN SOIL MINIMUM BEARING CAPACITY OF 2 TONS p p' @ g PER SQUARE FOOT FILL IF REQUIRED TO BE ADDED IN 15% � ,.3E B�q LN F p�IANIFUL COMPACTED 12” LIFTS Ulcy 1'V,,I UNDERWRITERS CERTIFICATE 5'-b" H15H CHAIN LINK FENCE TYPE - I RETAINING- ALL NOTES REQUIRED g, I'-O" GRADE H F A-BAR B-BAR MAX SOIL PRESS \ o n, s / u c cs•/ - r-�Q TEST CYLINDERS: SHALL BE MOLDED FOR EACH 50 GU. YD5 OR FRACTION THERE OF, CURB OF EACH CLASS OF GONCRETE PLACED IN ANY ONE DAY SAMPLES SHALL BE TAKEN -- 5'-0" 5'-9" #4016"OC #4016"OG DIRECTLY FROM MIXER AS PER A5TM OIT2-1954 CURED AS PER A5TM C51-1166 A TESTED 7C 11= " 4'-0" 4'-5" #4012"OG »4012"00 20bq#/5F AT THE AGE OF 26 DAYS A5 PER A5TM C51-1gb6. TEST SHALL BE PERFORMED BY A ra ' "'/� POROUS EARTH - � 6 � w e // I _ #4016"OG IfIY #4016'04 �o III-_ BACKFILL -_I I �� 5'-0" 4'-10" #4010"OG #4010"OG LICENSED TESTING LABORATORY. REPORTS TO BE FILED WITH BUILDING DEPARTMENT. '-O" 5'-4" *406"OG #"VOL 2164#/SF �•��rc-�ia.-< A-BARS VERT B�`- A-5AR5 VERT REINFORCING BARS ALL CONTINUOUS REINFORCIN6 BARS TO BE LAPPED 32 BAR ` T-O" 6'-0" #505"00 #WVOC, DIAMETER AT 5PLIGE5 AND CORNERS UNLESS OT14ERH15E INDICATED, LAP CONTINUOUS 4 GRADE - _ WEEPHOLE5 04'-0 00 __- &RADE 6'_0" 6'-6" #506"OG 506"OG 2166#/5F TOP BARS AT CENTER BETWEEN SUPPORTS 6 BOTTOM BARS AT 5UPPORT5 TERMINATE • =111-"' 111111 ]I [ II - -3" #60'1"OG #601"OG CONTINUOUS BARS AT NON-CONTINUOU5 ENDS I'VSTANDARD HOOKS. PROVIDE CONTINUOUS I, 91-01, 999 = _ ARB AT WALL INTERSECTIONS. PROVIDE (1)5x5'-O" LONGER THAN OPENING FOR EACH -i=� 2„ - 4" OF HALL THICKNE55 OVER ALL OPENIN65 UNLE55 OTHERWISE NOTED ALL BARS SHALL Q B-BARS Q Q Q BE SECURELY HELD IN PROPER POSITION WHILE PLACING CONCRETE. IF REQUIRED TYPE - II iv ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURN15H L - - H F A-BAR 5-BAR MAX SOIL PRESS 5UPPOR7 FOR ALL BARS MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT FOR O _ -• 2'-O" FOOTIN66 ! OTHER PRINCIPAL STRUCTURAL MEMBERS DEP051TED ACAIN5T GROUND TO mBE 5"GONCRETE, AFTER REMOVAL OF FORMS EXPOSED TO HEATHER OR IN CONTACT f P 4'-0" 4'--6b5'_O" 5' " #40[60r,#40[60r, #4016"OG 5 " #4012"OC 04012"OG 1545#/SF NV6ROUND 2" FOR BARS LARGER THAN , 4 I-I/2" FOR 5 BARS OR SMALLER 5'-0" 5'-0" #4010"OC #4010"06 DE516N OF FOOTIN65 ARE BASED ON MINIMUM BEARIN6 VALUE OF 4 KIP5/50 FT q •�/p P� :• CLOG.OEPF. �I E I TYPE I- E 1 I 6'-O" 5'-6" #406"OG #406"OG 1280#/5F 1'-O" 6'-5" 506"OG 506"OG CONTROLLED IN5PECTION5 FOR RE7AININ& AALL5 TO BE DONE BY LICENSED ARCHITECT OR ENGINEER, TH15 ARCHITECT HAS NOT BEEN RETAINED TO PERFORM THIS INSP-cCTION I - 8'-O" 11-01, 506"OG 506"OC 1216#/5F �—� Pw HN aY CHEaxEr 6Y 1TITLE I) FE RETAINING WALL NOTES & DETAILS q'-O" Ta" #60ror #bel"oc ? D NORTON ! s- LR .�GI FLAN • u. Q 1 �. 1-- --'--_ - -- -- �n 511 IE —_ --- x.ALC SEAL 7 r ,r F 1n rTcO_c�f l� ,v�l 15 c,>n _Nc MILE p�cgt THE 5FERLING RESIDENCE :I100�1 'n l J'.liyUr1MIT4 a ��:_D NY �� n ••A S�No05�a.C.� ,� ,-- c, [i- -I ---T E: r -. f F 38„4 Rlcnmand Avanur. 5tatcn :51ond, Il, 103'.- 1 E-';�sj�' '' v r ciccinanc. [1113] ggcb-000^ OF 5 © Ff/L 1✓ Ilkry ry NOTES: \ / PROVIDE CONTROL AND/OR CONSTRUCTION JOINTS IN CONCRETE SIJR Y E�/ OF 1A WALLS ABOUT EVERY 25 FT AND EXPANSION JOINTS ABOUT EVERY OT -! FOURTH CONTROL AND/OR GON5TRUGTION JOINT. COATED DOWELS L I o y� $ --o SHOULD BE USED IF AVERAGE WALL HEIGHT ON EITHER SIDE OF JOINT 15 DIFFERENT. BLOCK CONSULT WITH A STRUCTURAL ENGINEER FOR FINAL DESIGN OF C ,A ^ MAP OF \ .L CONCRETE RETAINING WALLS. PTA � N K I DD ESTATES USE TEMPERATURE BARS IF HALL IS MORE THAN 12 IN THICK. FILE No. 16"12 FILED JANUARY Iq, 1949 � � SITUATED AT o, "-,44 y��'e8a \ KEYS SHOWN DASHED MAY BE REQUIRED TO PREVENT SLIDING IN � �0 '�' ys HIGH WALL5 AND THOSE ON MOIST CLAY. " I /� ,{/--tTT lJ Tt < I�V `b ,, � GJ ���o S CONCRETE FOR FOOTINGS SHOULD BE MIXED IN THE FOLLOWING ��WN ��I I� �I /`/ ��� i�1�a`�o APPROXIMATE PROPORTIONS PART PORTLAND GEMENT, 2 3/4 V L_ 2 SUI PARTS SAND, AND 4 PARTS GRAVEL. GRAVEL SHOULD BE WELL C GRADED AND NOT EXCEED 1 I/2 IN. IN SIZE. AMOUNT OF WATER USED ��K �iOUN�/; NEW YORK 0 AOS, FOR EAGH BAG OF GEMENT SHOULD NOT EXCEED 5 1/2 GAL. UNLESS S.G. TAX No. 1000-106-0I-55 S.f 0 N� � dab THE SAIS VERY DRY. �� / SCALE "=30' USE FINE GROUT WHERE GROUT SPACE 15 LESS THAN 3 IN IN LEAST 10 NOVEMBER 9, 2000 DIMENSION. USE COARSE GROUT WHERE THE LEAST DIMENSION OF THE GROUT SPACE IS 3 IN. OR MORE MARCH 5, 2001 ADDED SITE PLAN b �� / n67�1i i 5b ANDSTEN�GOMPLANGE WITH APPLICABLE A5 12 94 RINFOEMENT SHOULD BE GLEAN, STANDOARDS FORE RUST 4 AREA = 31,289.92 SOS. ft. o DEFORMED BARS AND STEEL WIRE 0.856 O6. 2 ALTERNATE VERTICAL BARS MAY BE STOPPED AT THE MID HEIGHT NOTES: e OF THE WALL. VERTICAL REINFORCEMENT 15 USUALLY SECURED IN I ELEVATIOW, ARE REFERENCED To N,.V.D. 1429 DATIM T2 PLACE AFTER THE MASONRY WORK HAS BEEN GOMFLETED AND Ex1snN6 ELEvnnoNs ARE sHowN TwvS,ao 4 G 706 18"x24" CHEEK WALLS ON BEFORE GROUTING UR o / T4 EXI5TIN6 CONTOLINE5 ARE 5HOP THUS. —q0 y4 � /� a /j� -�= . // / -bo 3b" WIDExl2" DEEP FT6 DESIGNS HEREIN ARE BASED ON AN ASSUMED 501L WEIGHT (VERTICAL EXI5TIN5 CONTOUR LINE5 To BE (I of 2) PRESSURE) OF 100 PGF. HORIZONTAL PRE55URE 15 BASED ON AN M NIMLATED ARE SROM T�ws EQUIVALENT FLUID WEIGHT FOR THE SOIL OF 45 PGF. PROPOSED CONTOUR LINC-5 ARE SHOWN TM15q^ SS/ � � Q /� WALL5 SHOWN AREA DESIGNED WITH A SAFETY- PROP05ED ELEVATIONS ARE SHOWN T FACTOR AGAINST R5 -0 (/ OVERTURNING OF NOT LESS THAN 2 AND A SAFETY FACTOR AGAINST 2. MINIMUM 5EPTIC TANK GAPAUTIE5 FOR A I To 4 BEDROOM HOU5E 15 LOOO 5ALLON5. <O < �, HORIZONTAL SLIDING OF NOT LESS THAN 1.5 COMPUTATIONS IN THE I TANK:E'LONG, 4'_5^ HIDE,6._r., DEEP T ' t 3. MINIMUM LEAGHIN6 5Y5TEM FOR A I TO 4 BEDROOM H0U5E 15 300 eq ft 51DEHALL AREA 4t i �, TABLE FOR WALL HEIGHTS ARE BASED ON LEVEL BAGKFILL ONE METHOD OF PROVIDING FOR ADDITIONAL LOADS DUE TO SLOPING 1 Pool; 12'DEEP,e' dla. BAGKFILL OR SURFAGE LOADS 15 TO GONSIDER THEM AS AN PROPOSED F_„ ANSION POOL OO ADDITIONAL DEPTH OF SOIL, THAT 15, AN EXTRA LOAD OF 300 P5F �b� , ✓ - ^� / / I(�1 CAN BE TREATED A5 3 FT OF EXTRA 501E WEIGHING 100 PSF COL a � TOP OF MASONRY RETAINING WALLS SHOULD BE GAPPED OR ®PaoPoseD SEPTIC TAW W _ OTHERWISE PROTECTED TO PREVENT THE ENTRY OF WATER INTO 6q 1 - UNFILLED HOLLOW CELLS AND SPACES, IF BOD BEAMS ARE USED, 4. THE LOCATION OF HELL5 AND CE5s 001-5 SH HEREON ARE PROM FIELD OB5ERVATION5 ANO/OR DATA OBTAINED PROM OTHERS G 3bH �i .l n'" - af5 1 STEEL 15 PLAGED IN THE BEAMS AS THE WALL 15 CONSTRUCTED. IF DESIRED, HORIZONTAL JOINT REINFORCEMENT MAY BE PLACED IN 1 r EACH JOINT (8 IN. O.GJ AND THE BOND BEAMS OMITTED. <p W -- ALLOW 24 HR FOR MASONRY TO SET BEFORE GROUTING. POUR 517E PLAN \ GROUT IN 4 FT. LAYERS, I HR. BETWEEN EACH POUR. BREAK LONG BASED ON SURVEY BY. WALLS INTO PANELS OF 20 TO 30 FT. IN LENGTH WITH VERTICAL IY) n CONTROL JOINTS. ALLOW 1 DAYS FOR FINISHED WALLS TO SET JOSEPH AINGEGNO 3 d3 BEFORE BACKFILLING PREVENT WATER FROM AGGUMULATING LAND SURVEYOR X Z BEHIND WALL BY MEANS OF 4 IN. DIAMETER WEEPHO E PO. BOX 1931 +/� L 5 AT A 5 TO 10 _- _ M� O FT. SPACING (WITH SCREEN AND GRADED STONE) OR BY A RIVERHEAD, NY 11901-0965 p] � N CONTINUOUS DRAIN WITH FELT COVERED OPEN JOINTS IN COMBINATION PHONE (631) 121-2090 L� Q WITH WATERPROOFING. FAX: (631) 12T-1121 L Q -L 0 WHERE BACKFILL EXCEEDS 6 FT. IN HEIGHT, PROVIDE A KEY UNDER O >e THE BASE OF THE FOOTING TO RESIST THE TENDENCY OF THE WALL TO SLIDE HORIZONTALLY W2: i a I� HEAVY EQUIPMENT USED IN BACKFILLING SHOULD NOT APPROACH GL05ER TO THE TOP OF THE WALL THAN A DISTANCE EQUAL TO THE 9 �eHEIGHT OF THE rrTT� E W z - 1013 o \01. \ V aee 99.0 \x" 6\ JEFFREY T BUTLER PE rvlQ PROPOSED 9 s 0 2 STORY # q �� RES,DENGE w U- u I. l z z PROVIDE RAIL PER O GORE O 7 - Q w z I- 0 _ E _ _- L11 Q � (L< Ll GRADE 104 -- -- -- --- —— ---- -- --- — --- _ f / 102— � LU LEVEL BACK-FILL PR T,= FLAN 11 �1n Gb - — - -- - -- - OPOSED — — --- — 3 n ~ S,, -Lt -#5 BARS, 24" O.G. VERTIGAL q(C --- --- -- - -- "--"- "- WALL - - O V Q TIE TO HORIZONTAL BARS ° �- G�G4. _ -_-._ ___--____- ___- _- `J �- Z O 3.. MIN. COVERAGE i� �2 -_— ._— - —__ _ - _- ._ � � Z U_ O C, _- _ ----GRAVEL DRAIN i q0 - - #5 BARS, 16" OG HORIZONTAL 3" 815 ---- -------- -"----�.�� _ GRADE MIN. GOVERAGE, TIE TO #5 BE> Q LL — — -- — — -- — — H v O VERTIGAL, 24" O.G. 84 -_----- ---- -_"- _. -- O �--WEEP HOLE 2"m AT 4'-0" O.G. pj2 -_- __._ _ ___ —_ _ EXSTNr _ __- _--_- __. _ -_ Z `11 m''? 2'-9" 4' fjO-5" TYP. EL TO BE DETERMINED IN - - _ - OE - -I FIELD , ..-_ --_ _-_ ��.R A�2� =) c) Q bz E #5 BARS, 24" O.G., 18" APART Ili -- ._____—_.___ _-___." ___-_ ,4 - HOR1zoNTAL �. #5 BARS, 24" O.G. HORIZONTAL ---- 72 _____ ___ ___ KEY- i 3" MIN. GOVERA6E, TIE TO -- r -- - -/`�. �j J� 8'-10' LATERAL BARS IO - - -- ----- ----- - _ fL /-"'C -��u/os • __ 1 ` ALL BENDS TO BE 3" DIA. MIN 68 -- - ---- - - - --- ---- a- _ O, e RETAINING WALL DETAIL -- ��� SECTION A-A rf SGALE: 1/4"= 1 'O" SGALE: I "=10'0" / �'