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HomeMy WebLinkAbout30312-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31608 Date: 06/13/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 65 AQUAVIEW AVE EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 21 Block 2 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 23, 2004 pursuant to which Building Permit No. 30312-Z dated MAY 13, 2004 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 GARAGE UNDER, COVERED FRONT & REAR ENTRY AS APPLIED FOR & AS PER ZBA #4085 DATED 4/2/1992 . The certificate is issued to ANN E MONACO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0121 04/12/06 ELECTRICAL CERTIFICATE NO_ 118431 11/11/05 PLUMBERS CERTIFICATION DATED 04/28/06 H2M LABS, INC. — '�'4 � - /"-;� Au" zrizecf Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD _ BUILDING DEPARTMENT 1/ , i.r2 TOWN BALL ' _ ` n' I 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 2 5 Ob This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Coryuriercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: _ Pt� /¢rrrC:! '.c.7— House No. Street — Hamlet Owner or Owners of Property: �in✓ Suffolk County Tax Map No 1000, Section_ems y Block_ eq Z Lot 4:90/ — Subdivision _Filed Map. — Lot: Permit No. 90.5/e— Date of Permit. Applicant:_ —_ -- leq%a � Health Dept. Approval: — ✓ _ _ Underwriters Approval _ t/ Planning Board Approval: Request for: Temporary Certificate Final Certificate: l� (check one) Fee Submitted: $ _4pplicant Signature 10 c'o;i�_ 31 (vOY� JARD MEMBERS i� '' ? SCOTT L.HARRIS oel iringer,Chairman Supervisor les Grigonis,Jr. 1 � Town Hall,53095 Main Road etge Doyen,Jr. -til " P.O.Box 1179 James Dinizio,Jr. '�✓ J Robert A.Villa _ ° Southold,New York 11971 Fax(516)765-1823 Telephone x(516)765-1809 Telephone(516)765-1800 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD OF APPEALS Appl. No. 4085. Upon Application of ANDREW AND ANN MONACO. Variance to the Zoning Ordinance, Article XXIII, Section 100-239.4 for permission to locate a new dwelling with a setback at less than the required 100 feet from the top of the L.I. Sound bluff. Location of Property: Corner of the northerly side of Aquaview Avenue and the easterly side of Rocky Point Road, East Marion, Town of Southold; County Tax Map Parcel No. 1000-21-2-1. This parcel is substandard in size and is located in an R-40 Zone District. WHEREAS, a public hearing was held on April 2, 1992, at which time all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; WHEREAS, Board Members have personally viewed acid are familiar with the premises in question, its present :'zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. This is an application appealing the January 22, 1992 Notice of Disapproval by the Building Inspector for a Variance under Article XXIII, Section 100-239.4 for permission to locate a proposed single-family dwelling structure within the required 100 ft. setback from the L.I. Sound bluff line as shown on either Plan A or Plan B submitted for consideration (and described below) . 2. The subject parcel contains a total lot area of 23,361 and is a corner lot as defined by Section 100-13 of the Zoning Code with frontage of 100.0 feet along the north side of Aquaview Avenue and 220 feet along the westerly property line (shown as Rocky Point Road or Sound Avenue on the plot plan dated � !l e! - Appl. No. 4085 ter of ANDREW AND ANN MONACO , cisi.on Rendered April 2, 1992 January 10, 1992 prepared by Barrett, Lanzisera, Beckman and Hyman. 3 . The land is presently vacant and is owned by the County of Suffolk. The applicant is a contract vendee pursuant to a Memorandum of Sale with the County of Suffolk dated November 19, 1991, which has been submitted for the record. 4. The principal dwelling structure is proposed to be located 63 feet from the outer deck at the most northeasterly corner and 59+- feet from the closest point at the westerly end of the dwelling to the bluff line, as shown on Plan depicted "A. " Also submitted for consideration is Plan "B, " alternatively, for setbacks at 73 feet from the most northeasterly corner to the bluff line, and at 55 feet between the westerly section of the house to the bluff line, at its closest points. 5. Upon inspection, it is was noted that the bluff is sloping. There is vegetation along the entire bluff and large boulders (see photographs in file) . The area chosen for a new dwelling will meet the front yard setback of 40 feet at both the southerly and westerly front yards. The setbacks are greater than many buildings or structures along this bluff. It will be necessary for the owner to provide for surface piping and drywells landward of the house to retain runoff water from the roof areas. 6. Article XXIII, Section 100-239. 4A of the Zoning Code requires all buildings and structures located on lots upon which there exists a bluff or bank landward of the shore or beach of shall be set back not less than one hundred (100) feet from the top of such bluff or bank. 7. For the record, it is noted that other agency approvals or waivers may be necessary and this determination shall not affect the validity or more stringent requirements by other agencies (Town Trustees, DEC, County Health, etc. ) . 8. It is the position of this Board that in considering this application: (a) the relief requested is substantial in relation to the requirements, however, there is no alternative for appellant to pursue other than a variance due to the nonconformities of the land and the restrictions by the zoning code regulations in other yard areas; (b) the grant of the requested relief will not alter the essential character of the neighborhood; the area of Igo, 3 - Appl. No. 4085 iecision atter of ANDREW AND ANN MONACO Rendered April 2 , 1992 construction is proposed to be at a setback similiar to and landward of structural setbacks established in the immediate areas; (c) the difficulties are uniquely related to the property and its topography, and the difficulties claimed are not personal to the landowner; (d) the difficulties are uniquely related to the land in question and has not been created by the landowner - the nonconformities of the land preexist the enactment of the bluff setback regulations adopted in 1985 {and preexists the enactment of zoning in 19571 ; (e) the amount of relief requested will not in turn be adverse to the safety, health, welfare, comfort, convenience or order of the town, or be adverse to neighboring properties; (f) the variance will not cause a substantial effect on governmental facilities; ) in view of tmanner 1which culties arose and inconsiderationof alltheabovefacts,dthe1interests Of justice will be serv-d by granted alternative relief, as conditionally noted below. Accordingly, on ;notion by Mr. Villa, seconded by Mr. Doyen, it was RESOLVED, to GRANT ALTERNATURE RELIEF for the placement of a principal dwelling structure under Application No. 4085, SUBJECT TO THE FOLLOWING CONDITIONS: 1. That the setbacks to the bluff line be not less than 60 feet between the westerly portion of the dwelling to the bluff line, and not less than 75 feet between the northerly line of the proposed house and the bluff line, all at-its closest points; and 2. That there be no physical disturbance to or close to the bluff area, and that protective hay bales shall be placed. Vote of the Board: Ayes: Messrs. Grigonis, Doyen, and Villa. Member Goehringer abstained since he is employed with the Suffolk County Department of Real Estate. abstained (no reason given) . This resolu4 ( �V �3'RtLiD ]BYTl3L SOUT�?OLD TOW11 CLElk DATE, I//�;2 HOUR�:6 n Cler ,`''lofvn 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. 30312 Z Date MAY 13 , 2004 Permission is hereby granted to : ANN E MONACO 9 CLIFF DRIVE KINGS PARK,NY 11754 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT & REAR ENTRY AS APPLIED FOR PER ZBA #4085 at premises located at 65 AQUAVIEW AVE EAST MARION County Tax Map No. 473889 Section 021 Block 0002 Lot No. 001 pursuant to application dated APRIL 23 , 2004 and approved by the Building Inspector to expire on NOVEMBER 13, 2005 . Fee $ 1, 387 . 50 Authorized Signature ORIGINAL Rev. 5/8/02 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 118431 ST.JAMES, NEW YORK 11780 Permit Number: 30312 (631)265-3075 Block: Lot: Fax(631)265-6057 Section Owner: Andrew and Ann Monaco Agent: G. C. Electric, Inc. Address: 65 Aquaview Ave. Address: 102 Keyland Ct. tY Munici ali East Marion NY Bohemia NY 11716 Municipality License#: gce OwnerPhone Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 80 Switches: 0 SubFeeds: 0 PoolsAbvBlo: 80 Receptacles: 3 Timers: 0 PoolslnGround: 12 GFCI Devices: 1 Transformers: Bell 0 Pools Filter: 0 Dimmers: 2 ACEquipmentCentral: 40/40 0 Pools Lights: 86 MediumBaseFixtures: 0 ACEquipmentWindow 2 CO Detectors: 3 FluroescentFixtures: 1 MotorsbyHP: 1 HP 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 1 RangeOvenCookTop: 50 A 1 Whirlpoo[HotTub: 0 RefrigUnits: 0 DryerElectric: 0 Microwave: 0 WalkinBox: 1 ExhaustFans: 0 WaterHeaterEleclric: 0 ExhaustUnit: 0 CellingFans: 8 SmokeDetectors: 0 SteamShower: 1 DW: 0 TrackLlghtingStrlp: 0 Bread Warmers: 1 Laundry: 0 ElectricHeat: 0 GarbageDisp: 6 HeatingEquipMotors: 0 PumpMotor: 1 CentralVac: 0 ExitSigns: 2 Disconnects: 0 ChandellerLifts: 0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts: LOCATION OF WORK: i]Basemen ❑d FirstFloor [J SecondFloo vf], Outside ❑ Addition ❑ Survey [J New Const, Comments New Residence Final 11/09/05 /Additions Temporary LJ OH rl UG L% Amp: 200 Phase: 1 Volts: 240 WireType: CU Conductor 2/0 # Meters: 1 Member I.A.E.l. Electrical Certificate Certificate No 118431 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LOCAL DISTRICT Certificate Issued on: 11/11/2005 INSPECTOR CONDUCTE N INSPECTION OF THE Issued to AL Andrew and Ann Monaco NIS BALLATLE OI0RTI DESON OF TC I E HE REI LAND IS Address: 65 Aquaview Ave. COMPLIANT WIT THE U NT ATIONAL East Marion NY ELECTRICAL E. / G. C. Electric, Inc. 102 Keyland Ct. IAEI certified Inspector Bohemia NY 11716 H2M LABS, INC. 575 Broad Holow Road,Mdde NY 11747 (631)694-W-FAX(631)42084,36 NYSDOHID#10478 HARRY GOLDMAN WATER TESTING LABORATORY RESULTS MAIN ROAD Lab No. : 0604764.001A Sample Information... MATTITUCK,NY 11952 Type Solder Attn To 631-2984640 Origin: Distribution Routine Federal ID Client ID.: DEERFIELD HOMES Collected :4/21/2006 8:30:00 AM Point No: 1 65 AgUAVIEW DR,EAST MARION JOB 7183 Received : 4121/20064:00:00 PM Location: SOURCE(CWL-MAIN)(1000.21-2.001/R70-03- Collected By :JD99 0121) Copy : Original CC Parameter(s) Results Qualifier D.F.. Units Limit Method Number Analyzed Lead 0.05 1 % 0.2 SW6010A 04/28/200611:49 AM Result(s)reported meet(s)Regulatory Limit(s). ResD.F.=(Di flagged with * Exceed Regulatory Limit(s). Limit noted. /� � x f/_ _ 0 D.F.=Dilution Factor /I�'/Jp+��+.^' Date Reported: 4/28/2006 Page 1 of 1 Laboratory Manager H2M LABS, INC. 575Bmed Hobw Road,Melville NY 11747 (631)69430.10.FAX(631)4268436 NYSDOH ID#10478 LABORATORY RESULTS HARRY GOLDMAN WATER TESTING Lab No. : 0604764-001A Sample Information... MAIN ROAD Type Solder MATTITUCK,NY 11952 AOrigin: Distribution ttn To 631-298-4640 Routine Federal ID Client ID.: DEERFIELD HOMES Collected :4/21/2006 8:30:00 AM Point No: 1 65 AQUAVIEW DR,EAST MARION JOB 7183 Received : 4/21/20064:00:00 PM Location: SOURCE(CWL-MAIN)(1000-21-2-001IR10.03- Collected By :JD99 0121) Copy : Original CC Parameter(s) Results Qualifler D. Units Limit Method Number Analyzed Lead 0.05 1 % 0.2 SW6010A 04/28/200611:49 AM Resull(s)reported meet(s)Regulatory Regulatory D.F.Result(s)Di flagged with * Exceed Regulatory Limit(s). Limit noted. D.F.=Dilution Factor Date Reported: 4/28/2006 Page 1 of 1 Laboratory Manager vt*� Bary d. cannella associates • architects • planners gary d. cannella, ra. donald a. kolacki, ra. steven c. cannella, ra. July 22, 2004 Southold Town Hall Building Department Main Road Southold, NY 11971 Attn: Mr. Michael Varity Building Inspector Re: Monaco Residence 65 Aquaview Dr. East Marion, NY 11939 Permit # 30312 Dear Mr. Varity; This is to certify that the footings at the above referenced project have been constructed and installed to all applicable codes and design standards. If you should have any que se do not hesitate to call. �VEery truly ow,,% x I ry 0._Cannella, Arc 't Gary D. Cannella Asso 01273° OF N3 55 knickerbocker avenue • bohemia, new york 11716 tel 631.563.5100 • fax 631.563.5102 gary d. cannella associates • architects • planners gary d. cannella, ra. donald a. kolacki, ra. • steven c. cannella, ra. October 07, 2004 26 2004 Town of Southold Building Department Main Road 0GUL1'U;d' IV'7 1 Iv%1 Re: Building Permit #30312 Monaco Residence East Marion, NY To Whom It May Concern: This is to certify that all steel strapping to resist uplift was installed at the above referenced project. Th installation is in compliance with the requirements of the Residential Code of NeYork State. Ver , iy o ! a3 ; �Ga anne tech Gary D. Cannella Associates t2 012: GDC:ie 55 knickerbocker avenue • bohemia, new york 11716 tel 631.563.5100 • fax 631.563.5102 oe souTyo *,91 TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XIFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR Ar) i rf souryo6 coulm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE /Q�a - INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY �[ ] FIRE SAFETY INSPECTION REMARKS: a:;� DATE 3 ® INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRA, ING [ ] FINAL [ IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C ` DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION REMARKS: 62 DATE �/ © INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [" ] FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - fl DATE INSPECTOR r r FIELD INSPECTION REPORT DA COMMENTS ©1 m v FOUNDATION(1ST) • � y ------------------------------------ Z� FOUNDATION(2ND) z 7-Lsi v�1 ROUGH FRAMING& PLUMBING H C �a INSULATION PER N.Y. STATE ENERGY CODE FINAL � C b Co ADDITIONAL COMMENTS Xv D , D 01'7 p �a M m � z J b Ss H Cr m z c� � x � r w x e 4:, y D SAND / N , ��� 100•'0 N7Vp2'29, 5-'j5 t R D N\Ga 10 OF J' T BROWN LOAMY iv o 42 O , �15 0 44 — SAND 46 -j T/ �P, PROP. N - _ 5O PROP. T - 4 s�?' EXP. BROWN CLAYEY `SIGN \ ,133 SAND / W/HEAVY Ep _ - - GRAVEL 6.4 46.58 9 46. 8 RP\L pDOpO1NG - `ffz" 51P�SE 3a d P D WE p�l B a GU SIGN SIGN® �. 0/ 5 yRpO . D.I. � �of G.f• 4 Sal 46.30 TM F 0 a _ -5 � BORING STOPPED N ^ o '4 o � v BY ROCK ,-_. G 'o. ° C OP ME II r p j� CL P �y.4, R^- EF 0-9 7 mQ CERTIFIE �`�� { �� * �� ti�Z � PROP. 100.00/ Ep 4156 VA' ,,x z n8 J � � / WELL "�9 �D W p 43.06 -- o� a 45 g2 \ NO oa05a THE EXISTENCE OF RIGH AND/OR EASEMENTS OF RECORD IF Ep 51 g2 A V nV ANY, NOT SHOWN ARE NOT GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION �I�� TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR L P SHALL NOT BE CONSIDERED TO BEAVALIDTRUECOPY. GUARANTEES INDICATED HEREON SHALL RUN N ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. SITUATED IN EAST MAR/ON Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 7/30101 JOB NO. 801-6277 SCALE: 1" = 30' DIST. SEC. BILK. LOT S.C.T.M. N0. 1000 021 02 001 S�Np Lo N� NG I N71ro2,29. ° v D� NSG� 30I � 00T1DM of -701/ F 40 BROWN _ - i of / A a2 / �V i N LOAMY iv 44 — _ , (J�U�a-� PRoR v SAND 4e --= rrf% .P� PROP. =.0 PROP. T� — N aP 6�2 EXP. - BROWN P' 1'n so,ol CLAYEY ySIGN / f' SAND / \ 1493 _ W/HEAVY EP GRAVEL EP 46.58 g o _45 46.41o RP1V PRWE'O'W/G O) 1 � v GO ASIGN SIGN® N O �3'O 5p 6RA 446.30 Tx 40n' _ -�� N oil BORING STOPPED N _4 of QA 4 �4 BY ROCK - -= 00o v \ •o \ �< N E W YO ZQ�� w \ Q o m ti6 F 9c -1, y cp CERTIFI 6 F� t* z Z � PROP. \ 100•W� F 41.56 * a8 �A m i WELL 9 W P 43.06 CC) S77 C5' a � 2 �a •n, w P 456 A 6 A <"O�. No p4 96 n J �� . Ep�496 �� ��',gLL) Nps T� �O.o� \ W NVO THE EXISTENCE OF RIGHTS OF WAY /�� \ ��� A ���•' AND/OR EASEMENTS OF RECORD IF EP 51 az V ANY, NOT SHOWN ARE NOT \p GUARANTEED. G,P C �y UNAUTHORIZED ALTERATION -R ADDIT70N µl�� TO THIS SURVEY IS A V/OLAT70N OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR L P EMBOSSED SEAL NOT BE CONSIDERED TOBEAVALIDTRUE C GUARANTEES INDICATED HEREON SHALL RUN ^7 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING /NST7TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING /NST7- TURON, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. SITUATED IN: EAST MARION Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 7/30/01 JOB NO. B01-6277 SCALE: 1" = 30' DIST. SEC. BILK. LOT S.C.T.M. NO. 1000 021 02 001 TOWN OF SOUTHOLD PROPERTY RECORD CARD 7 OWNER STREET VILLAGE - - - -_ — �j� DIST. SUB. LOT acv -- ✓� ut1 �E'_ N ACR. S - - t J' U ,RjTAY !� . " IQ� IQCO r G ar. . E_ / �' 6 S A � n .. W /TYPE OF UILDING ( t� lq6t UAVIEW RvE k--�t� < , F/ ��.•cQ RES. SEAS. VL. 3 /3 FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMA KS u/ fix_ � Z3on 'Ev e23o� Inzs 1 X53— C jnn�c.n w:e , Con AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre tPlot FRONTAGE ON WATER FRONTAGE ON ROAD �O --- / ! �? /-j 9 DEPTH , d 3 O BULKHEAD DOCK New York State Department of Environmental Conservation Aft of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631) 444-0360 oboe Website: www.dec.state.ny.us _ Erin M.Crotty Commissioner LETTER OF NO JURISDICTION December 4, 2003 Andrew Monaco 9 Cliff Drive Kings Park, New York 11754 Re: Application #1-4738-03272/00001 Monaco Property, Rocky Point Road & Aquaview Avenue, SCTM # 1000-21-2-1 Dear Mr. Monaco: Based on the information you have submitted, this Department has determined that: The property landward of the topographic crest of the dune as depicted by the 46' elevation contour as shown on the survey prepared by Kenneth H. Beckman dated July 30, 2001, is beyond jurisdiction of Article 25. 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 (46' elevation contour), 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. The Department requests that you give consideration to relocating the septic system further landward of the face of the bluff. In its current location, the septic system may cause future damage to the bluff due to water and effluent discharge. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, J//"— Mark C. Carrara Permit Administrator Enclosure cc: MHP file Albert J. Krupski, President Q�Q$UFFDI/r Town Hall James King,Vice-President h'i` Gy 53095 Route 25 Artie Foster coo p P.O.Box 1179 Ken Poliwoda Southold, New York 11971-0959 Peggy A. Dickerson • �`1C �f Q Telephone(631) 765-1592 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 12, 2003 Mr. & Mrs. Andrew Monaco 9 Cliff Dr. Kings Park, NY 11754 RE: 65 AQUAVIEW AVE., EAST MARION, SCTM#21-2-1 Dear Mr. & Mrs. Monaco: The Southold Town Board of Trustees reviewed the survey prepared by Kenneth H. Beckman, L.S. dated July 30, 2001 and letter dated November 7, 2003 and determined the proposed single-family dwelling, sanitary system, and the installation of drywells to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) 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 or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 1 00' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, A4ei / Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims - .3© 3i� u SOUND ";e- 3x31 Low; 1Do.�j 0 N9j0OZ f W pF g�'UFF 5c) O ZpP OF g U p rn m ? / v v Z O O 'SIGN LA 46.41 46 58 F OUND P 52 0 av GUPSGNPSIGNO D.I. 46. 45 0 40-d t� OP NEry, Y cn Oy r H. 0 p114 4b ?��N BFc� 91- t T O M, CERTIFIE .T vJw1j 779 W EP 43.06 r _ 2 7 S7 4 1" p� •o 10 Qw ° EP 4552 "C /Vo. 049a° J4' .a • 4986 w A�NVE ��SFD LaNO SJP � EP AND/OR EASEMENTS OFTHE EXISTENCE OF R/GHTS OF RECORDAIF Ep 5182 pad 1 ASE ANY, NOT SHOWN ARE NOT GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION TO THIS _SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TURON, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. Surveying and Land Planning SITUATED IN: EAST MAR/ON 1814 Middle Country Road Suite D TOWN OF: SOUTHOLD Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631 345-9427 FAX (831) 345-9429 DATE: 7/30/01 JOB NO. 801-6277 SCALE: 1" = 30' DIST. SEC. BLK. LOT S.C.T.M. N0. 1000 021 02 001 FOUNDATION LOCATION 7/29/04 B04-8526 F,ECb%,/EFj PF SUFF0L9t C,f;!J° �y Lt�I T r SOuNo ,� NO 003 1,1!o 2 G P l 8 LONG 1 100-- //7�`/ $29'E 6- / N�� pf� v �P0- 90/0 g01100 N N S6 BROWN Z -- a2 LOAMY iv 44 — SAND 46 — / PROP. 5� PROP. .T� — (� B�?' EXP. PROP. cfa C BROWN u.. toP. Cj CLAYEY r ySIGN \ 37 SAND W/HEAVY EP ' GRAVEL 46.58 g L �:, 46.41 05E0 4 o. q .:I Rp\\. ?ROP \NG UUU Cn L, a� GU PRD SIGN tv DWE\` 33,0 O �( 15. F 3: v SIGN D® `f �.O LL 46.30 TH o G'{ D _ _46 Q e o / a to BORING STOPPED BY ROCK oG CERTIFIED TO: PROP. ��vc p 100. 0600/ E? 4�56 W ? 42 00 / \WELL S77'I9 .,C� 43. ___ _ _ v Oia •n, ? \ \ \ m�/ -?749 86 \ NVE THE EXISTENCE OF RIGHTS OF WAY 175/4, 50� \\ AavNNAEW AND/OR EASEMENTS OF RECORD /F E? 5182 ANY, NOT SHOWN ARE NOT GUARANTEED. 6"p UNAUTHORIZED ALTERAPON OR ADD177ON TO THIS SURVEY /S A KOLA PON OF SECPON 7209 OF THE NEW YORK STATE `- EDUCA P0N LAW. COP/ES OF THIS SURVEY MAP NOT BEAR/NG THE LAND SURVEYOR'S INKED SEAL OR TO EMBOSSEDL NOT BE CONSIDERED i / JR�oQ yAAD GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY! .. IS PREPARED, AND ON HIS BEHALF TO THE •• -- - PILE COMPANY, GOVERNMENTAL AGENCY AND LEND/NG INS77TUTION LISTED HEREON, AND ` TO THE ASSIGNEES OF THE LENDING /NSTI- I, „ i ,•i ,D'i'L`t L TUPON, GUARANTEES ARE NOT TRANSFERABLE SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. SITUATED IN: EAST MARION Surveying and Land Planning • 1814 Middle Country Road TOWN OF: SOU774OLD Suite D Ridge, N.Y. 1.1961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 7/3%1 JOB NO. B01-6277 SCALE: 1" = 30' DIST. SEC. BLK. LOT S.C.T.M. N0. 1000 021 02 001 fT ! / ND SOUND LONG I5� 100 4,0' 9 "E 01lro2'2 SPR N I Ts 0 0 w 0 5OT100 OF A —w? OF BUUFF r,`1 Z w z 0 � � o z / � v_ p � � o LP. Y � S.T. ry'tf B NO. O FR, pips S SIGN W1 Ep FR' ONER as. 46.41 46.58 01 E g A E DwE\, o p�pT. GU PRO RP1� O PUPj FR G F;5444 5 & STEpS v SIGN SIGND® &'STEPS BASMT_ 46. 4g d f Ow ^ 40.0 Et.48.9 � Z CONG SPS a o 2 r �O C• �PNO' I : - o � CON SEPS 1 CERTIFIED T0: x` 9G°�� 9° &W 100.001N5e # ANDREW MONACO * ) N 5O 43.0 ANN MONACOEp p5. cN� •,:. r0 ,0 VOW ,0 1 Ep a w NYT #5 Ep 45 a 8 EW A�N�E THE EXISTENCE OF RIGHTSOF WA �I AND/NOT SHOWN ARE NOTENTS OF RECORD IF Ep g1 82 A�U GUARANTEED. UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING NOTE: THE LAND SURVEYOR'S INKED SEAL OR THIS PROPERTY IS SUBJECT TO COVENANTS EMBOSSED SEAL SHALL NOT BE CONSIDERED FILED WITH THE SUFFOLK COUNTY CLERK TO BE A VALID TRUE COPY. LIBER D00012378, PAGE 340 GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TU770N, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. SITUATED IN EAST MAR/ON Surveying and Land Planning fl 9002 E ti adW 1814 Middle Country Road TOWN OF: SOUTHOLD iIlul Q Ridge, N.Y. 1198uite 1 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 7/30/01 JOB NO. 801-6277 SCALE: 1" = 30' DIST. SEC. BILK. LOT S.C.T.M. NO. 1000 021 02 001 FINAL SURVEY 02/21/06 B06-9839 FOUNDATION LOCATION 7/29/04 B04-8526 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DIlPARTMENT TORN HALL Do you have or need the following, before applying? SOUTHOLD, NY 11971 Board of Health TEL: (631) 765-1802 3 sets of Building Plans FAX: (631) 765-9502 Planning Board approval v✓ww. northfork.net/Southold/ PERMIT NO. Survey Check Septic Form _ N.Y.S.D.E.C. Examined L,/ 20�,,/ Trustees —� Approved ,20 p� Contact: Disapproved a/c Mail to: Andrew J. Monaco — 1(in PsrM NY 11751 Phone; G,i/– ,­2 Expiration__ 20� uilding Inspector 2 3 APPLICATION FOR BUILDING PERMIT _} y���3 INSTRUCTIONS Date 20 d niis 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 i:ispection 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 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted inthe interim, the Building Inspector may aL:�h�rize, 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 rerhdval or deiioftition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code hot4slri cage, an�l regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 1.^' y ` " (Signature of applicant or name, if a corporation) (Mailing address of applicant) Mate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder /%u1aJr/ lame of owner of premises (As on the applicant is a corporation, signature of duly authorized officer ax roll or latest deed) (Name and title of corporate officer) uilders License No. lumbers License No. lectricians License No. 90 J E ther Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section UL-:l Block c> --- Subdivision Lot ca e>1 Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S.`ng lL Fart �yi Qu/o /�»t� Alteration 3. Nature of work(check which applicable): New Building ✓ Other Work Addition Repair Removal Demolition (Description) 4. Estimated Cost ,.�'� -' Fee (To be paid on filing this application) „ 5. If dellii2,'"nuiber,Rf dwelling units Number of dwelling units on each floor. If garage, number of cars oZ 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 Number of Stories Depth Height a1 ` 8. Dimensions of entire new construction: Front yS ` Rear �3 7 Depth Height 34) Number of Stories J a�C . / C7 De th -3-', 9. Size of lot: Front /���� Rear / p 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated " 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES�NO_Will excess fill be removed from premises? YES—NO X FPL/s,, aCo Address 9��Fi_ O� fk� JJ o7Gl�'1oG3 Phone No. 6 14. Names of Owner of premises Mon �.f fcn.< >.•e<. �� phone No Name of Architect "ann J/� a /•- Address Name of C-antractor Address Phone No. %s/ O"'"°l- 9 gifl pprriimo� 15 a. Is this property within l0ppfl,�F1I19�tland 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 OFA aND 2r w M©i,1 A-" _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 applicatio 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 rLz day/Pf .--20 e Notary Publicm Signature of Applicant Ic IDA BROWNLEY Notary Public, State of NewYblk Pdo.OI BR50769M - J h Suffolk n � 4 TITLESERV Title Insurance Services MAY 1 0 2004 VARIANCE CERTIFICATE Tifleserv, Inc. hereby_etLlfies to the Town of Southold that it has caused a search to be conducted on the parcels of land described on the annexed Schedule and labeled parcels: A,B,C,D and E That said examination dated, May 5, 2004, discloses a Chain of Title to determine if any contiguous property was owned by the owner of the property involved since the date of any previously applicable Zoning Ordinance as of April 23, 1957. And, that this affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said board will rely upon the truth thereof. PAUL D. DECABIA Senior Title Officer Sworn to me before this day of 20� MARGARET A S Notary Public,State of New York No. 01 AD4798172 Qualified in Suffolk County Commission Expires September 30,20 TITLESERV, INC. •45 Executive Drive• Plainview, New York.11803 - (516)719-4379 - Fax: (516)719-4390 www.titleserv.com Member New York State Land Title Association TITLESERV Title Insurance Services DESCRIPTION PARCEL "A" (SUBJECT PREMISES) All that certain plot, piece or parcel of land,situate, lying and being in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point formed by the intersection of the East side of Rocky Point Road with the north side of Aquaview Avenue and from said point or place of beginning, North 13 degrees 45 minutes 10 seconds West a distance of 202 feet (229 feet deed) to the high water mark of the Long Island Sound; RUNNING THENCE in a generally northeasterly direction along the high water mark of Long Island Sound a distance of 102 feet to a point; THENCE South 13 degrees 45 minutes 10 seconds East, a distance of 225 feet (240 feet deed) to the northerly side of Aquaview Avenue; THENCE along the northerly side of Aquaview Avenue,South 77 degrees 19 minutes 50 seconds West, a distance of 100 feet to the point or place of BEGINNING. Also known and designated on the Real Property Tax Map as: District: 1000 Section: 021.00 Block: 02.00 Lot: 001.000 PARCEL "B" (Premises adjoining to the North): Long Island Sound PARCEL "C" (Premises adjoining to the East): Described Property District: 1000 Section: 021.00 Block: 02.00 Lot: 002.000 PARCEL "D" (Premises adjoining to the South): Aquaview Avenue PARCEL "E" (Premises adjoining to the West): Rocky Point Road PAUL D. DECABIA Senior Title Officer Sworn to me before this day of 20=fV MARGARET ADAMS Notary Public, State of New York No. 01AD4798172 Qualified in Suffolk County TITLESERV, INC. •45 Executive Drive• Plainview, New York 11803 • (516)71;Q%7*60&AE.x0qe)AV45Wer 30,20 G www.titleserv.com Member New York State Land Title Association TITLESERV Title Insurance Services #r# sn W SINGLE AND SEPARATE SEARCH SUBJECT PROPERTY: District 1000 Section 021.00 Block 02.00 Lot 001.000 CHAIN OF TITLE FOR PARCEL "A" A) FROM: SUNSET SHORES, INC. TO: AGNES STEWART LIBER: 1608 PAGE: 174 DATED: October 6, 1931 RECORDED: October 7, 1931 B) FROM: AGNES STEWART TO: ROBERT STEWART LIBER: PAGE: 584 DATED: July 1, 1966 RECORDED: January 31, 1968 C) FROM: GENERAL L. RAINS AS COUNTY TREASURER TO: COUNTY OF SUFFOLK LIBER: 10864 PAGE: 197 DATED: May 25, 1989 RECORDED: May 25, 1989 NOTE: ASSESSED TO ROBERT STEWART TAKEN FOR DEFAULT OF TAXES PAUL D. DECABIA Senior Title Officer Sworn to me before this �� day of MDAMS Notary , te of New York No. 01AD4796172 TITLESERV, INC. •45 Executive Drive • Plainview, New York 11603 • (516)719-4379�qg*I1f 6 ( fpounty ��- www.titleserv.com Commission Emir s 'E" p ember30,20_ Member New York State Land Title Association TITLESERV Title Insurance Services D) FROM: COUNTY OF SUFFOLK TO: ANDREW MONACO AND ANN E. MONACO LIBER: 11573 PAGE: 553 DATED: May 21, 1992 RECORDED: November 17, 1992 E) FROM: ANDREW MONACO TO: ANN E. MONACO LIBER: 12039 PAGE: 301 DATED: February 28, 2000 RECORDED: May 2, 2000 LAST DEED OF RECORD CHAIN OF TITLE FOR PARCEL "B": LONG ISLAND SOUND CHAIN OF TITLE FOR PARCEL "C" A) FROM: EDNA A. BROWN TO: WILLIAM HOLECEK AND MILDRED HOLECEK LIBER: 3049 PAGE: 97 DATED: February 25, 1950 RECORDED: February 27, 1950 PAUL D. DECABIA Senior Title Officer Sworn to me before this day of 20_W IL xe-?� MARGARET ADAMS Notary Public, State of New York No. 01 AD4798172 Qualified in Suffolk County Commission Expires September 30,20 O. TITLESERV, INC. •45 Executive Drive • Plainview, New York 11803 • (516)7194379• Fax: (516)719-4390 www.titieserv.com Member New York State Land Title Association TITL RV Title Insurance Services B) FROM: WILLIAM HOLECEK AND MILDRED HOLECEK TO: VINCENT GEROSA, WILLIAM A. GEROSA ANDMARIABULIS LIBER: 6705 PAGE: 157 DATED: January 22, 1970 RECORDED: February 16, 1970 LAST DEED OF RECORD CHAIN OF TITLE FOR PARCEL "D": AQUAVIEW AVENUE CHAIN OF TITLE FOR PARCEL"E": ROCKY POINT AVENUE ii4z/y�� PAUL D. DECABIA Senior Title Officer Sworn to me before this day day of 20� MARGARET ADAMS Notary Public, State of New York No. O t AD4798172 Qualified in Suffolk County s Commission Expires September 30,20 TITLESERV, INC. •45 Executive Drive• Plainview, New York 11803• (516)719-4379 • Fax: (516)719-4390 www.titieserv.com Member New York State Land Title Association 4 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release Id Data filename: F:\MEC AND RES CHK PROJECTS\03.264 ANDY MONACO RESIDENCE.rck COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 04/20/04 PROJECT DESCRIPTION: NEW RESIDENCE FOR: MR.&MRS. A. MONACO East Marion, NY Project#03.264 DESIGNER/CONTRACTOR: GARY D. CANNELLA ASSOCIATES ARCHITECTS/PLANNERS Bohemia, NY COMPLIANCE: Passes Maximum UA==541 Your Home UA=528 2.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter RK-Vv alue R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1700 30.0 0.0 60 Wall 1: Wood Frame, 16"o.c. 3188 21.0 0.0 142 Window 1: Vinyl Frame:Double Pane with Low-E 584 0.350 204 Door 1: Solid 61 0.400 24 Door 2: Glass 59 0.340 20 Floor 1:All-Wood Joist/Truss:Over Unconditioned Spac 1666 19.0 0.0 78 i COMPLIANCE STATE NT: he ro osed buildin repr sensed in this document is consistent with the building plans, specifications,and orb calcul io sub i th s pe it application. The proposed systems have been designed to meet the New York State Ene Cons a o iApp eq irements. When a Registered Design Professional has stamped and signed this page,t are art ti 19 owledge, belief,and professional judgment, such plans or specifications ar n co e 7 9 Builder Desi er Date—l( _ �–J �j OY2730'N OF NEN REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release Id DATE: 04/20/04 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1• Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: I Doors: [ ] 1. Door 1: Solid,U-factor: 0.400 Comments: [ ] 2. Door 2:Glass, U-factor: 0.340 Comments: Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: 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 I)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: f ] 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. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I 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. I Duct Construction: [ ] I 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. 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. Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] Water 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: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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 Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches b Pipe Sizes ircul Heated Water Non-Cating Runouts Circulating Mains and Runouts Temperature(F) Up to I" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches b Pipe Sizes Ding System Types Range F 2" Runouts I"and Less1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 I.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) 05/13/2004 01:00 6315635102 CANNELLA ASSOCIATES PAGE 02 gary d. cannella associates a architects a planners gary d. cannella, ra. • donald a. kolacki, ra. a steven G. cannella, ra. May 13, 2004 Southold Town Hall Building Department Main Road Southold, NY 11971 Re: Monaco Residence Architect Project# 03.264 To Whom It May Concern: This is to certify that the landing and steps on the East side of the house is never intended to be roofed over or enclosed in any fashion. Also, a smoke detector, hardwired and linked will be installed at the basement level. If yo have q stions pleas contact me. trul o rs y Q. CAT�O f Ga . Ca rchit Gary D. Cannella Associate GDCJe cc: Mr. Andrew Monaco 55 knickerbocker avenue • bohemia, new york 11716 tel 631.563.5100 • fax 631.563.5102 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/22/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Monaco, Andrew 9 Cliff Drive Kings Park, NY 11754 Clerk ID: BONNIED Internal ID:92759 z � r W O a a p. , ail o a� J N a 4 e � � oti aaa Ijl T 4 J V N Iy O.S z 1T j pry' F1 T Z C I O� y( • �e o ti `-.gill hi F aF qy I ��.. ggS gg !{e � 92by - dddd p) �� 111111 e s 3 IIr zA ] a 4 fi Mai ¢ JWtJWZp - - - - - - - - - -- - - --------- --------- Andrew 1.Monaco 9 Cliff Drive I 0 � Kings Park,NY 11751 MAY �Sov�ha EO 'a" 7 l %/J / / N/e c1 fy tJ cJ Cl nc� /�_ �GeJ ✓n.�P E3-�Q NEW YORK STATE CODE COMPLIANCE CHECKLIST C1Tv1ATIC/GE0GRA11HIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH _Seismic Design Category: It Weathering: Severe Frost Depth: 36" Termite: M-H_Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: / HEIGHT/FIRE AREA: / TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P k SCRIPT FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N i LIVE: Y/N DEz,D; Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANI-,DOOR SCHEDULE: MI;?p-LP,,,' T REQUIREMENTS: Y/N / l E���RESS 5.7 S.F.: Y/N 1,I'GHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N / LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N - CERTIFICATION: Y/N ENERGY CALCS: Y/N i4- TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE RF,VIEWF,I3: a-E APPLICANT: DATE SUBMITTED: ;(14 SCTM# DISTRICT: 1_,000, SECTION: BLOCK: _ LOT: SUBDIVISION. ADDRESS: __ _C1TY: - ZONING DISTRICT: (:ONF )KkI1N6" BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z / C/0 Z- INFO —/BP -Z/ C/0 Z-_ INFO BP -Z/C/0 Z- INFO /BP -Z/C/0 Z- INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after REQ. LOT SIZE: ACT, LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / / PERMIT #: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 911/75 YES or NO DTE: / / PERMIT#: _ SOUTHOLD TOWN TRUSTEES: YES or NO DTE / PERMIT #: TOWN ZONING BOARr-APPROVAL: YES or NO DTE: _/_ / PEP-1\41T #: TOWN PLAN. BOARD APPROVAL: YES or NO DTEERMIT#: _ TOWN HISTORICAL/PRE (SPLIA): YES or NO i NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR:_ SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- _SF)= SF X$ _$ +$ +$ _$ 2. ( SF)- (—SF)— SF X 3. (—SF)- ( SF)= SF X FINAL TOTAL: $ Applicant/ Date Owners Name: ///atm te, Reviewed: Architect/ Date Engineer: �V- Submitted: SCTM N: Dis(rio 11 000 Section. a( 13lock: c;� Lal: pai n 40 m Subdivision / I_0cocaliliou � (�f --- Name: Sinwlc & separate Required 1' ccruficalion: a /N Req' Req.' Zoning Dislr in:� IIAI SILO Acmal: Re1 IIA(cuvcwgc,�. Pn>pnecJ q Req. l r / Req. tl'ront Yard O Proposm: ✓ J [side Yard Proposed: ✓ I [Rur Yard �__ _ Proposed' Project Description: A N i+ ERMLTS Q Permi REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. ✓" C _� yf New York State D. E. C. ✓ _ Town Trustees Lown Zoning Board approval: Town Planning Board approval: ✓ l Flood Plane Elevation??? Flood Zone: 3 x Notes. . ,3 r _ _ SSP 2 1 2004 L.lL _J l0 Ica vG W/ i/7 AII e;%pJrb�bll-IrayC�M h1ErdL �Itil(7 2'-0' „�o, -typ• �IINE �� oN G 125 Fd• 41op `° N ro 'Z 'b GoNN E orro l2CIO(- Cv E41. Izf-7Ure --� k— � G TErz U M 2.2,c4 (z n/4k�( iwfiGF! J — c�E M61N M7'^( �1' L- Q) m E 1lyP��Ia V! Afi ur�,L,�% (D C (2)2�1i F {�a�1291oi�e 6 I� luvl� V1ll1a}�6Y�ITdP��& SyoGE C :° vb(LR IE2 i/2o cazi-(wO _c N (FxrENa Cm ivPoP t/ P)i2x4 ------ .� Q IvNP I� DOWEl p� L cu -2 N(I Cu L' ani ccoo tiles'` P Ee04 : n n To 2 W i r7 1 ^O ' "y�-, � C H4 10 0 0 U' a �h/4'��iP/b TYf! 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I }�' c� W/ PF L, I yA;TIC�I 1 SOUTMOLD EIO(LfL6tiV L�j $7fnlp .n � ' p�J Ltt- " f7N IV'.2N _ kl°fIu � - N.Y.S.DEC TO RA$Y<�a� - tnyc I L__ — I ads:dfC12 R'n° � ren OCCUPANCY OR - �✓Np j I IJ� USE IS UNLAWFU u 3/q �ePL WYi -WP11°L,rz \ 9 __ WITHOUT CERTIFCA �.{{ tom, aT �9"'TjllPRo gCo pa zt� tq 197- to _ 1 " ___ _____.:�'' __�=�'' __ " OF OCCUPANCY APPROVED AS NOTED . - -- "- DATE: S B.P.1 x/53. 3 -a-'�• --- - -` - T/ I. 101' (DI'0" I,¢I _ IID ''7� MO I/�h FEE: 3 .SD BY:�LGmo� c NOTIFY BUILDING DEPARTMENT AT 0 y f2 bs ,pp x}51.011 765-1802 8 AM TO 4 PM FOR THE RETAIN TORM WA E R4�lOFF 19 __ rdLT� IO� ------ FOLLOWING INSPECTIONS: PURS THE TTOCODE. N T/w�uD, N - •--��" `. I��•.- 1 I 1. FOUNDATION - TWO REQUIRED (7J) FOR POURED CONCRETE OF SG : Yq°� i'•O" — 3.2. ROUGH - FRAMING 8 PLUMBING �I I Q NSTRLI-TION MUST date: 4 � 11.04 `- - h5oIG6L �auN✓>6TIol1 T`> 1 FI,r L�pE IGdtr w-e.1t•/ ltp r� 1 o- _... _ Q&.eI` +Ma Uf ��h W/ 2 A41jytGNT LtftwA I , / ?P 1N� PrLnb- pEEL'f Y21 COMPLETE FOR CO IS 3/4° pL{w'J 5�rti 0 POU Cd FIG f�fY WhLL ,0�I ((dVgQ, �I.171t51� �T' LL J b ��N-fh11(IG IA6 314- 100 &WIS&OTION SHALL MEET THE p1o�. #: OSS. 2Co '. OEC � �JIzp� 35o � -.�� Ers IGE�I+1(t+vu ��VNh�I�- Y.I UI{:HL � UIREMENTS OFTHE CODES OF NEW m 2) 2 Cle Tf2E6Tep SILL Gt6s 51LL5E6L M t` 1 Gb L ORK STATE. NOT RESPONSIBLE FOR - t,5u TF�tZ M I fD s I+i EL 9 r I7bM'pIa PI i 1�. pL-(Wt� l{I TN I N6►I Iza"e-S 69 h>ori SIGN OR CONSTRUCTION ERRORS. 1x& ,gr -T IWlfj4I IKf6,&H1ETLE eA..*To drwn. by: 1144 , ILK�I,L�csoN 1�r�uLL= ¢ cd by: I� f= l' Iq MIN--- �' �i'�" 4 ,l b;o"?c,rttIrli,IN EM1■Ik �M�1�T toGOI -IDLY w/ MIN, NYg r� g CO�D� ITE �C P 1' 3u,L33� V - 1G•�Y�l. G-'.� I IR+>�41T COMPLY - Fhcarti SE. 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R6 TRbP r GA eC�Cf 9 4 MS sr� 0127SO" of S SOF NSN I. ALL CONSTRUCTION 15 TO CONFORM TO N.Y.5. AND LOCAL BUILDING CODES. EGRESS WINDOW SCfEDULE 2, ALL PLUMBING 15 TO CONFORM TO LOCAL AND COUNTY HEALTH REQUIREMENTS 3 ELECTRIC 15 TO CONFORM TO LOCAL N.E.C. AND UNDERWRITERS REQUIREMENTS (ALL SLEEPING ROOMS) _11/4"X 20 Sa_STEEL STRAP - 4 CONCRETE 15 TO BE 3000 P51 MIN, ON I TON PSP, 50IL BEARING CAPACITY, 11, 16"O.C. RUN UNDER L5TA 21 (SIMPSON Of EQUAL) VERIFY. CONCRETE FOR GARAGE SLABS AND EXPOSED STEPS TO BE 3500 P51 FISILL PLATES AND UP (8) Or! NAILS EACH END DOUBLE FRAME AROUND ALL OPEIIING5 AND UNDER PARALLEL PARTITIONS AND RST FLDOR READ DUE OPENING PROVIDED (5 F) BATHTUBS BEDROOM R3 5.0 5 81 STUD MINIMUM(4) 8d NAILS 55 G NOTIFY ARCHITECT OF ALL CHANGES, THE ARCHITECT SHALL NOT BE EACH END — STUD WALL KE5PONSIMF FOR ANY CHANGES WITHOUT NOTIFICATION, AS PER PLAN DO NOT SCALE THE DRAW NG5. 8 TECO CONNECTION5 REQUIRED AT ALL PLUSH STRUCTURAL LOAD CARRYING SECOND FLOOR REQ'D CLEAR OPENING PROVIDED (5.F) - CONDITIONS MASTER BEDROOM 5 7 1 5 DECKING - FJ A5 PER PLAN -, JOISTS AI RAFTERS. BEDROOM k2 5 7 5 81 / DOUG-FIR LARCH NO 2 AND BETTER, STUDY 5? I.5 DECK J015T - - A35 (SIMPSON or EQUAL) HEADERS AND GIRDERS AS PER PLAN AT EACH CRIPPLE STUD DOUG-FIR LARCH NO 2 AND BETTER NOTE. AT LEASTONE WINDOW M EVERY BEDROOM � 9 FRIFFADRICATED C FIREPLACES AND FLUES TO BE U L APPROVED TO A6 EGRLSSABLL AS PER THE FOLLOWING 10. INSTALL SMOKE AIJD CARBON MONOXIDE DETECTORS IN ACCORDANCE ` WITH ALL (MUNICIPAL AND STATE REQUIREMEIITS, 1. MINIMUM NET CLEAR OPENING WIDTH2O" _ 1 1. EXHAUST FANS TO BE 50 ch MIN 2 MINIMUM NET CLEAR OPENING HEIGHT 24" 12. ALL RAILINGS, INTERIOR AND ESTERTO HAVE BALUSTERS TO BE 3. SILL HEIGHT NOT MORE THAN 44"ABOVE PRI.FLOOR, --_ (2) 2 x G PRESSURE TREATED SILL PLATES LSTA 2 (SIMPSON of EQUAL) SPACED 50 A5 NOT TO ALLOW FA55AGE OF A SPHERE 4"OR MORE 4 MINIMUM CLEAR OPENING AREA 5.7 SQ,IT J015T HANGER W/ 5/8" 0 ANCHOR BOLTS x 12" L (8) 1 Od NAI L5 EACH END IN DIAMETER 15 0 SQUARE EEEIAT GRADE FLOOR OPININGS) 3'-O" O.C. NOT MORE NEW WINDOW AND GLA55 DOOR STORM PROTECTION. BOLT LEDGER _ THAN I'-0" FROM ANY CORNER CONSTRUCTION NOTES (1 20 MPH BASK WIND SPEED) 2-1 Gd COMMON W/ 3/8" 0 BOLTS W 3x3 WASHERS N NAIL @ G" 0 C @ 8" O.C. STAGGERED p ALL NEW WINDOWS AND GLA55 DOORS SHALL MEET --- FOUNDATION WALL _ cc r I CALCULATION VALID UP TO 5,999 DEGREE DAYS . THE REQUIREMEHT5 OF THE LARGE MISSILE TEST OP - PH D5 AS PER PIAN 2' CONFORMANCE CERTIFIES FOR 2014E I I B A5TM 1996 AND OR ASTM E 1886, - 3 FRAME WALLS, FLOGS, AND CEILINGS TO HAVE APPROVED VAPOR RETARDER OR PREDEFLECTED I10LDDOWN �• Q (PERMEANCE RATING OF I.O PERFA) INSTALLED Oil THE WARM -IIJ- IVINTER SIDE CONTRACTOR TO PROVIDE PRE-CUT l2'PLYNOOD PANELS (EITHER SIDE) A, c C ^ OCOVERTHEC-LAZEDOPENINGS(SCREWINTOTRIMGNLn /=TYPICAL HEADER OPE INC = C OF O 3 CFM PEP SQUARE FOOT OF WIIJDQW AREA SWINGING BOORS TO HAVE SCREWS TOP N D BOTTOM TO ACCEPT - - - - - - - - "- -------- --- - - -N- OF THE THERMAL (DING TIOII 4 WINDOWS AND subwc Dooes TO HAVE A MAXIMUM AIR wFILTPanorJ RATE TYPICAL DECK LEDGER DETAIL at FIRST FLOOR ru.wurlNvl sl-nle NPs r. /�� PLYWOOD PAHEL5 TO BE MARKED OR L cc t A MAMMUM AIR INFILTRATION RATE Of 0.5 CFM PER SQUARE FOOT OF STARED ou SITE. I SECOND FLOOR SIMILAR SCALE E N r S. �� Q w OcoR AREA. 5, INSULATE SKYLIGHT SHAFTS R-19 MINIMUM V u G DOORS, FRONT, SIDES, INSIDE OF GARAGE U E .40 MAX. SAFETY GLASS REQUIREMENTS O N C p ALL FIP.EPLACES TO BE PROVIDED WITFI A DAMPER FOR OUTSIDE COMBU5TI011 z d p AIR 150-200 CFM RUE TO HAVE TIGHT SEATED DAMPER MAX AIR.LEAKAGE 20 SAFETY GLAZING REQUIRED AT THE FOLLOWII IG LOCATIONS G Nin CFM, FIREPLACES SHALL HAVE TIGHT - FITTING PION COMBU5TA3LE DOORS, V) 2ANY GLAZING III AHY TYPE OF DOOR.GLAZING IN ANY WALL ENCLOSING A TUBSHOWER, •� t•7 8 IT SHALL 13L R E THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMTHE sl<'E, RAILING AS PER PIAN N Y (0 , , DESIGN, AND TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED IN O IA SUFFICIENT DETAIL A5 REQUIRED BY THE BUILDING DEPARTMENT, SAUNA, OR STEAM ROOM, ' @ 50LI N AW SERIES HANGERS OR EQUAL .� 9. ALL THERMOSTATS SHALL BE ADJUSTABLE 55 DEGREEW TO 85 DEGREES F 3. ANY wRIDO1N WITHIN 2'OFA DOOR ' TYPICAL CORNER HOLD-DOWN PLAN DETAIL, DECKING @SOLID SAWN LUMBER AND SIMPSON LUT V a tT+� 4, ANY 114DIVIDUAL PAIJE OF GLA55> 9.0ED FEET 10 INSULATE ALL.DUQS AND PIPES AS REQUIRED BY CODE --"- ' -- '-- - --- --_- -- - _ _ - - - -- ' CAl - - SERIES HANGERS @WOOD -JOISTS AND cc d .�.. WHERE THE BOTTOM IS 118-ABOVE AN, FLOOR, S('nI F N 5 Y I HLA / CONTRACTOR TO VERIFY HEAT L055 CALCUTATIOIJS AS NOTED 12 THE ARI ARCHITECT E DOORS TO BE (THE BEEO. WITHIN 3' OF THE OF IND DECK JOISTS AS PER PLAN r d 5, GLAZING Ill @ALIS OF INDOOR POOLS. HOT TUBS, G C 3 THE ARCHITECT CERTIFIES THAT TO THE BEST OF h115 KNOWLEDGE, BELIEF, Y O AND ENERGY CONSERVATION AL JUDGEMENT THE PLANS DE IN NEW YORK WITH THE SPAS WIT-LIN A Or THE WATER a ENERGY COMSERVATI01! COIJSTRUCTI011 CODE OF PJEW YORK STATE C. HORIZON IN STAIRWAYS AIJD LMURFAS WITHIII 3'O" In (MAY 2000 HORIZONTALLY OF A WALKING SURFACE ' GTHE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE GALV. MTL POST CAP ENERGY NOTES lJ S OF THE GLA55 15 MORE THAN GO"ABOVE THE FLOOR s ANCHOR SIMPSON BC SERIES OR EQUAL FJ OR, CJ AS PER PLAN HEADER AS PER PLAN AF&PA WOOD FRAME CONSTRUCTION 1995 EDITION P"REDEFLECTED HOLDDOWN` GIRDER AS PER PIAN FASTENER SCHEDULE FOR STRUCTURAL MEMBERS EITHER SIDE, - - - GALv MTL. TYPICAL FLUSH HEADER / JOIST CONNECTION_ POST ANCHOR NUMBER AND TYPE 5/8" 0 THREADED -_ SIMPSON PB SERIES SCALL N IS DESCRIPTION OF BUILDING ELEMENTS OF FASTENER SPACING OF FASTENERS ROD - OR EQUAL ROOF FRAMING — CONC, PIER w CNW AS PER PIAN U RAFTER,TO TOP PLATE, TOE NAILED 3.8d PER RAFTER COUPLER NUTS CEILING JOISTS TO PLATE, TOE NAILED 3-861 PER J015T I' Z Hj CEILING J015T TO PARALLEL RAFTERS, FACE NAILED 5-I Gd EACH IAP 5/8" 0 THREADED TYPICAL DECK PIER DETAIL CEILING JOIST, LAPS OVER PARTITIONS, FACE NAILED 5-1 Gd EACH IAP ROD SrntI N.A.S. r^, COLLAR TIE TO RAFTER, FACE NAILED 4-8d PER TIE �� BLOCKING TO RAFTER, TOE NAILED 2-8d EACH END ~1 RIM BOARD TO RAFTER. END NAILED 2-I Gd EACH ENDr/1 1 I/2" CDX ROOF SHEATHING V 1 HOLD PLYWOOD BACK FROM w ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: RIDGE FOR AIR CIRCLJ VEN FA.G/.1 TOE NAIL 4-1 Gd 15 RID EVEN z 15 # BUILDING FELT ��, GAP SHINGLE OR f-I FACE NAIL 3-1 Gd TYPICAL CORNER HOLD-DOWN SECTION DETAIL FIBERGLASS ROOF SHINGLES CONTINUOUS RIDGE VENT O WALL FRAMING (SEE PLAN) I--I TOP PLATE TO TOP PLATE, FACE NAILED 2-1 Gd PER FOOT scAle N.rs U TOP PLATES. LAPS AT CORNER5 AND INTERSECTIONS PACE NAILED 4-1 Gd EACH SIDE STUD TO STUD FACE NAILED 2-16d 24" O.C. RIDGE BEAM AS PEP, PIAN \ HEADER TO HEADER FACE NAILED I Gd I G" O.0 ALONG EDGES /4" x 20,p STEEL STRAP EVERY RAFTER OR SOLE PLATE TO STUD, END NAILED 2-1 Gd / 3-1 Gd PER 2x4 / PER 2xG NAIL5 EACH END REF. CHART BOTTOM PLATE TO FLOOR JOIST/ BAND JOIST FACE NAILED 2-[Cd PER FOOT ROOF RAFTERS AS PER, PLAN O lU] STUD TO SOLE PLATE, TOE NAILED 3 - 8d OR 2-1 Gd PER. FOOT COLLAR TIES @ G" O.0 MAY BE SUBSTITUTED i FOR RIDGE CONNQORS W DOUBLE TOP PLATES, END NAILED 2-1 Gd 12" O.C, DESIGN CRITERIA CLIMAT(C AND GEOGRAPHIC CODE ANALYSIS WHERE RAFTERS AND STUDS DOUBLE TOP PLATES, MINIMUM 48-INCHE5 OFFSET OF END 8-1 Gd - - �=i _ ARE ALIGNED PROVIDE, JOINTS, FACE NAIL IN LAPPED AREA 51MP50N H2 OR EQUAL GROUND 5NOW 45 FSF OCCUPANCY' RE5ODrNHAL R.3 - (PAT]EK TO STUD) CONNECTOR. BUILT-UP HEADT_R, TWO PIECES WITH /2" SPACER I Gd G" O C ALONG EACH EDGE LOAD _ REFERENCE STANDARDS -- @ 16"O.0 CONTINOU5 HEADER TO STUD, TOE NAILED 4-8d SPEED RE51DrHTAL CODE Of NEW YQRI'.STATE (5) 8d @ RAFTER CONTINOU5 HEADER TO STUD. TWO PIECES I GO 1 0 O C ALONG EACH EDGE WIND 20 WOOD FRAME CONSTRUCTION MANUAL, (5) 8d @PLATE (m Ph) AF i PA 1995 EDITIOI I FLOOR FRAMING COMATE20IE, 115 JOIST TO SILL OR GIRDER, TOE NAILED PER JOIST 5E15 TC DESIGN C DEGREE DAYS 5750 4-8d WHERE RAFTERS AND STUDS CATEGORY \, BRIDGING TO JOIST, TOE NAILED 2,8d EACH END � pr51cH Lonps 1 ARE OFFSET PROVIDE BLOCKING TO JOIST, TOE NAILED EACH END DECF5 40F5F r�- 2-8d WEATH- \.. BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-1 Gd EACH BLOCK ERING SEVEREATTICS 20 P5F 51MP50N "H2 5" OR EQUAL (RAFTER TO TOP PLATES) LEDGER.STRIP TO BEAM (FACE- NAILED) 3- 1 Gd EACH JOIST FROST / ROOMS OTHER THAN 1 CONNECTORS @ G" J015T ON LEDGER TO BEAM ( TOE NAILED) 3-86 PER J015T SUBJECT UNE 3'-0" " 5LEEPING ROON15 40 P5F TO DEPTH (5) bd @RAFTER BAND JOIST TO JOIST. END NAILED 3- Gd PER JOIST SLEEPING RO M15 3Q F5F (5) 8d @PLATE BAND J015T TO SILL OR TOP PLATE (TOE NAILED) 2- Gd PER FOOT DAMAGE TERMITE MOD-TO I 1 FROM HEAVY 5TAIR5 40 FSE AND SOLE PLATE TO J015T OR BLOCKING, FACE NAIL 12' O C, \ 51MP50N H8 SLIGHT TO HAUDRAE5 zoo# CEILING SHEATHING DECAY (TOP PLATES TO STUD) MODERATE _ -- - CONNECTOR @ I G" O.C. C r ROOF 45 PSP(GROUND SHOW LOAD) 0 5d COOLERS 7" EDGE / 10" FIELD WINTER (5) 1 Od x I 1/2" NAILS IN PLATE _ DESIGN o BASIC WNID SPEED 1 20 MPH �-'TI (5) I OJ x I I/2" NAILS IN STUD N WALL SHEATHING TEMP - -- - UPLIFT 25.9# SPACING ICE SHIELD E �' UNDERLAY- DEAD LOADS 10 P5F SHEATHING TYPE LOCATION FASTENER EDGES (INCHES) INTERMEDIATE SENT YE5 11 REQUIRED DEFLECTION LIMITS `. C520 0' O 0 C.(l 2) TO 4' PER,IM 8d G" O.0 1 2" O C RAFTERS WITH NO FINISHED STUD 1 1 4 C G 2) 1 Cd STRUCTURAL PANELS CEILING ATTACHED V 180 NAILS (24" LONG MIN ) date: 4 . ��I,p4 INTERIOR ZONE gd 6" O.0 2" O.0 FLOOD FIBERBOARDS PANELS 7/16 ALL Gd 3" O.C. G" O.C. HAZARDS FLOORS U3G0i� prof. #: 03.264 25/32 ALL 811 3" O.C. G"O C. C520 STP,APS,STUD TO P.IM CYPEUM WALLBOARDS ALL 56 COOLERS 7" O.0 10" O.C. - JOIST I G" O.C.(I 2) 1 Od ASPHALT ROOF SHINGLE NOTE - NAILS 4'INTERIOR 8d G" O,C. 1 2�� 0 C 3X3 WASHERS f' L LTP4 SILL PLAT"E TO RIM drwn. b MS PARTICLEBOARD PANELS EVERY 3'-0" O.0 . �'� Y' INTERIOR ZONE 8d G" O.C. 2" O.C. I ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS 34 2, \ JOIST. (12) 8d @ANCHOR BOLT � i INTERLOCKING,AND COMPLY WITH ASTM D 225 OR D 3462. Chkd. by: DK FLOOR SHEATHING 2 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL. i`'- ` OR STAINLESS,ALUMINUM.OR COPPER ROOFING NAILS MINIMUM , I- - STRUCTURAL PANELS 12 GAGE SHANKED WITH A MINIMU M 3/8 INCH DIAMETER HEAD, OR T55 8d G" EDGE / 1 2" FIELD OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS C520 5TP.APS @ I G" O.C. U ER' AND BREATHING i 1 sheet no. MORE THAN lod 6" EDGE/ 6" FIELD - 1 3, ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OFC 518" J. ANCHOR STUD. MIN M 4) 8 FASTENERS REQUIRED BY THE MANUFACTURER (6 MIN) BOLT @ 3'-0" O.C. _ DAR ROOF SHEATHING 4, FOR NORMAL APPLICATION,ASPHALT SHINGLES SHALL BE NOT MORE THAN Il/ NAILS EAC 1 N a CA N rF LOCATION FASTENER SPACING OF FASTENERS SECURED TO THE ROOF WITH NOT LESS THAN SIX FASTENERS I' FROM ANY CORNER p HEATHING TYPE PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE EDGES (INCHES) INTERMEDIATE 5 ROOF COVERING MATERIALS(SHINGLES)SHALL BE DELIVERED IN FTRUCTURAL PANELS 4' PERIM. EDGE ZONE Bd COMMON NAIL 'G" O.C. ' 12" O.C. PACKAGES BEARING THE MANUFACTURES IDENTIFYING MARKS TIE DOWN / FOUNDATION DETAIL } INTERIOR ZONE 8d COMMON NAIL 'G" O.0 ' 12" O.C. 12730 Of 4" FOR ATTACHMENT OF ROOF SHEATHING TO GABLE WALLS. SCALE. 34• 1%0" �l 1�OFNEN� 5