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HomeMy WebLinkAbout29813-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30324 Date: 08/04/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1200 BRAY AVE LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 126 Block 7 Lot 31 Subdivision Filed Map No_ Lot No_ conforms substantiall,, to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 29, 2003 pursuant to which Building Permit No_ 29813-Z dated OCTOBER 16, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to THEODORE C MARTZ JR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0226 06/08/04 ELECTRICAL CERTIFICATE NO. 1199703 05/17/04 PLUMBERS CERTIFICATION DATED 06/10/04 MANORVILLE PLUMBING Auth i d S' ature Rev_ 1/81 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. 29813 Z Date OCTOBER 16, 2003 Permission is hereby granted to : VINCENT MANGIAMELE & WF. 1 NICHOLAS CT BETHPAGE,NY 11714 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 1200 BRAY AVE LAUREL County Tax Map No. 473889 Section 126 Block 0007 Lot No. 031 pursuant to application dated SEPTEMBER 29, 2003 and approved by the Building Inspector to expire on APRIL 16, 2005 . Fee $ 1 , 015 . 50 i��✓u ct� 1. -- Authorized Signature ORIGINAL Rev. 5/8/02 l'J11 .1U. L6Na { F 1 TOWN OF SOUTHOLD - " BUILDING DEPARTMENT TOWN BALL 765-1802 r APPLICATION FOR CERTIFICATE OF OCCUPANCY 8ifd i A. This application must be filled in by typewriter OR ink and subm tted cc the—build. s ' inspector with the following: for new building or new use: �F_D�. �_-a 1. Final survey of .property with accurate location of all buildin r nes, 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. Swarm 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 .pkoperly 'completed application and a consent to inspect signed by the applicant. If a Certificate, of Occupancy is denied, the Building Inspector shall state the reasons cher4for 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 -Buildina - $100.00 3. Copy of Certificate of Occupancy - .25a. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . July 8:.2OD4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . .. .. . . Old Or Pre-existing Building. . .. . . . . . . . . . . Location of Property..1200 BrayA�n o Iaurpi, , , , , , , , , , , , , , , , House No. Street Hamlet 'h 2033re C. M$rtZ Jr. Onwer or Owners of Property. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section . . . . . . . . . . .Block. .. . . !�7. . . . . . . . .Tot. . . . . 37. . . . . . . . . . . . ... Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .Filed Map. .. . . . . . . . . .Loar . .e . . . . . . . . . . . . . . .. . 298132 10/16/03 Th2abre C..martz Jr. Permit No. . . . . . . . . . . . . . . .Date Of Permit. . . . . . . . . . . . . .. .Applicant. . . . . . . . . . . - . . . . . . . . . . . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . . .. . . .Underwriters Approval. . . . . . . . . . . . . . . . . .. . . . . . . Planning Board Approval. . . . . . . . . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . Fee Submitted: $. . . . . . . . . ... . . .. . . . . .. . . . . . _- P . . . . . . . . . . . . . _ . . . . . . _ . . . . . . . C, uo u s-) D- APPLI' a FROM T her-dore C. Martz Jr. PHDAE NO. Sib 878 9443 !Ln. 10 2004 02:04PM P' Towr.Halh,83095 Mair. Road Pax X516) 765.1823 P. 0. Box 11 IS t, TV Sovhod,New York 1197- ....... OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C ET I F I C A T r 0 N Jume 10, 2004 DA!r �ui.ldinq Permit No. 209813z Cwrerz Theodore C. Martz Jr. �plaase ptint) Manorville rlt�mbing (please print) Z certify that the solder used in the water supply SyStSM contains less than 2/10 of 1% lead, Sworn to before me this Cay of Notary pu.bllc' ±-4Z-11-1 County KATHRYN PIETRONUTO Notary Public, State of Kew York No. 4713553 - Suffolk County. T�.rm �xDlres X'V-6 6 121 c rL3. PL rr1rJL3WLr�frJ�rJcPr�r�rJ�rJ�rJ�rr cPr frJ�r�rl�rPfcPrJ�farJ�rJ�rJ�rJ�rJ�rJ�r�rJ�PrJ�rJ�rJ�rJ�cPrJ»JrJ�rPrJ�rJ�lrJ�rJ�cPPranr�lnn 5 v BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 SCERTIFIES THAT e� Upon the application of upon premises owned by 5 5 5 5 WILDWOOD ELEC. G H M C ASSOCIATES P.O. BOX 808 1200 BRAY AVE 5 j 5 18-4 STREET LAUREL, NY 11948 WADING RIVER, N.Y. 11792, r5j Located at 1200 BRAY AVE LAUREL, NY 11948 5 5 Application Number: 1199703 Certificate Number: 1199703 Section: , Block: Lot: Building Permit:298317 BDC: nsll 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage, Outside,Attic, L�u 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed C5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of May,2004. Name QTY Rate Rating Circuit Time 5 5 Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor 5 0 Smoke LU' Appliances and Accessories Exhaust Fan 1 0 F.N.P. Furnace 1 0 Gas 5 Future Appliance Feeder 1 0 20 Amps 5 Air Conditioner 1 0 60.000 BN 5 5 Wiring and Devices 5 rj Outlet 63 0 General Purpose 5 5 Receptacle 34 0 General Purpose 5 Stcitch 39 0 General Purpose Outler 36 0 Fixture 5 Fixture 36 0 Incandescent Receptacle 1 0 20 amp Laundry �5 5 Receptacle 9 0 GFCI S 5 5 Disconnect 1 0 60 amp Air Conditioner - seal - Service Continued on Next Page 1 of 2 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o � � rt�� � ssr��r�r ��nrLrLrPLr � �rd& L O rJ��Pr1�PrJ@PrJ�rJ �r�rPrJ�ePcPePrJA�r�r�rJ r�rJ�rPePrPPrJr�J�rfar�cPrJ�PrJ�rJ��frJ»�ranrdnrJ�€P r �P rrJ�rJ�r� ���7770 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 Ir� 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 WILDWOOD ELEC. G H M C ASSOCIATES P. . BOX 808 1200 BRAY AVE 8-04 STREET LAUREL, NY 948 5 5� WADING RIVER, N.Y. 11792, raj Located at 1200 BRAY AVE LAUREL, NY 11948 5 5 Application Number: 1199703 Certificate Number: 1199703 S 5 Section: Block: Lot: Building Permit:298317 BDC: nsll 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Second Floor,attached Crarage, Outside,Attic, C� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5� 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 55 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of May, 2004. Nante QTY Rate Rarl Circuit Twe 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 eb 5 Meters: 1 5 5 5 5 5 5 v 5 5 5 sea/ 5 2 of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. El il 5 5 k 1 1 Lll 11 V 11Z-Zrltl`Tl��t� Applicanu Da(e Owners Natne: Reviewed: 71 WM 3 Arehitecl/ Date Submit(ed. SCTIN1 M: / OistricC oo0 Section: 57 L'lod'. � Lar _31 _ 1'rujecl Subdivision -- I,ocalion: I Single S rparalt Required �® ccrltficatiou: lYesi No_J- � j -- __—__—_ Req Req, p Zoning Diwl" ( `CU lIalsiu' � CirorAdual:_— MI (1_0lcuvcra Ez Rnq' i Rcq. F.eq. i+ r 11-gym 'r �J�_frrosed. l (S ide'r er7 _ 3.1 I're r,c ce.1 S Project Descri tion: A) _ r Ai,EN-00,ifPAffrS Permit REQUIRED FOR RCVfrVVn_-.. No YElS rvttrrtl,t S Ufo I C.CLIn L}' Hc:al[ll Dfl--t -�a- 1':te�'; I osvn .. ung Bo3rd appror.al: l o•.'n Pfa�tnine Po�rd a�Lroc^I —�/— - ----- ----- FL--,od Flare Gl>_vatiou . . Flood Zrne: 7_-- �trOteS z .r- • .,."- �.. �.r ;, . . . ,;, r•.��-art : t i NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN C Ground Snow Load: 45/ Wind Spee . OHIPH Seismic Design Category: B Weathering: Severe,,' Frost Depth: 36" Termite:ISI-H e�- Decay: S-Al / Design Temp: 11 - Ice Shield Underlay/ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: / HE.IGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERS : R� FULL FR-AIMING DESIGN ELEDIENTS: YIN HEADERS: Y/N WALL STUDS: Y/N � GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RAFTERS: YN LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: YIN SNOIV: I',fN SEISMIC: lY/N '('IND: Y/N / NN'FNDON3T AND DOOR SCHEDULE: A1tSSLE TEST REQUIREl1IENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT S°-b: Y/N c FENT 4%: Y/N NAILING'CONSTRUCTION SCHEDULE' Y N MEANS OF EGRESS: Y.N PLUMBING I:ISER DLAGRAM: YIN / LOCATION OF EIRE PROTECTION EQU]TMENT: Y N TRUSS DESIGN: YIN J CERTIFICATION: Y.N ENERGY CALLS: Y/N TOTAL COMMENCE? YIN (RETURN TO PAGE ONE) 10 0-0 - 1 a 6 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ' °) VILLAGE DIST. SUB. LOT y /7 d) �' 6 [1.17 a ')e LV' S`• 0 ,/a ( .C. Aa•"t ,on. ,: 9'''�''J 'fl �C .....l FORMER OWNER N v E ACR. 22;2n /aeZ, ' �/ I S W TYPE OF BUILDING 2ES, , HSEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP, TOTAL 1 DATE REMARKS �,S'n.;,�°'� ��S 0 A ?Wet t �'r�.h^t b 1a as 9 r a lat a /e i AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Noodland 3wompland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD -louse Plot DEPTH BULKHEAD rota) DOCK Victor Cuner:Architect P.C. 154 Laurel Road East Northport, New York (631) 261- 2744 September 2, 2003 Town of Southold Building Department Southold Town Hall, Main Road Southold, NY 11971 Re: 1200 Bray Ave. Laurel, NY Drawings labeled Brookville 8 Reverse. This letter is to confirm that the light and ventilation requirement for the above referenced project is in conformity with the NYS Code. The windows used in the living spaces are Andersen 3046. Clear Opening S .F. Opening size W= 34 11/16" x H=24 9/16" Vent 5.93 S.F. Light 10.8 S.F. OR 0(�+Y in chitect 10I1b/2003 05:40 6312b12744 J Q_CUNEO PAGE 02 i i I t MANSIAMELI RESIDENCE / 1200 MAY AVE. E 6BNER.AL CODE NOTM- l. CODE: Structure shall be designed and built according to AF 4 PA WFGM (Wood Frame Construction Manual Por Ons ahal "two Family dweliings. 2. LOADS: Dead Loads: Roof dead load: 15 pef Floor )Dead Load 10 peP Live loads: Ground Snow load 45 psf Rooms other than sleeping 40 peP Rooms For sleeping 40 psP Wind Load. 120 MPH This residence is Iodated wNhIT one mile of the ocsan, bay, or sound. Wood Qonels made up of I/2" Rlywood shall be const udtsd with a maximum span of 8 feet. Panels shall be pre cut to cover the glazed openings with attachment hardware provided. attachments shall be. provided in accordance with the table provided on this sheet. Selsmlc= SDC - C -. Sde < 0.50 - %OR Cp S. DAMA6E FROM: aJ Weathering - Severe bJ Termite - Moderate to He" c.) Deaay - Slight to Moderate da Frost line - 56 Inched OLOX 4. EXPOSURE CATE60RY - B 5- NAILING 5GHEDULES INCLUD9D ON THIS 5H5ET . 6. ENERGY COMPLIANCE ENGLOBED _. .. WIND BORNI! DEBRIS PROTECTION FA5TENI11,5 SCHEDULE FOR WOOD STRUCTURAL PAN11-5 FASTENER TYPE PAWL SPAN <. 4 FOOT 4' <PANEL SPAN >­6' 6'<PANEL SPAN <- V 2-1/2006 I6" 12" 9° Wood Screws 2-1/2" s 8 Wood screws Notes: IJ Based on 120 mph wlnd spend 2J Fasteners shall be Installed at opposing ends of wood structural panel 3) Nails shall be 10d common or I2d box halls. 4J Whore screws are attache¢) to masonry or masonry / stucco, they shall be attached utilizing vibration - resistant anchors having a malum ultimate withdrawal capacity of 490 pounds. 10%6/2003 05:40 6312612744 VIC CUNE0 PAGE 01 Victor Coneo, Architect P.C. 154 Laurel Road East Northport,New York (631)261-2744 - -- r, 16 Imm October 15, 2003 Town of Southold __- Building Department — - Southold Town HA Main Road Southold,NY 11911 Re: 1200 Bray Ave.Laurel,NY Drawings la4cled Brookville 8 Reverse. Please find enclosed the corrected code notes for the above referenced project referring to the 120 dtph wind zone instead of the 110 mph zone. OR C c ct Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/09/03 Receipt#: 4241 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#:4241 Total Paid: $10.00 Name: Martz Jr., Theodore 145 Ryerson Ave. Manorville, NY 11949 Clerk ID: LBOHN Intemal ID:81849 08'15!2003 -1:53 63187E6101 JO5EPHMCHE _ nr r.uAk.S*JUAKZ,? PAGE yEM18l:RS 04 g1�Fr0 ' G4rard P.GOehrin5cr.Chairman �•�' Snutho!d Town FIaII James Dinizia,Jr. 5 095 stain Road Lydia A.Tonora P.(3. 30s 1179 Lori 5, Goilinc ,y� Soa117nEd,Neu,•YO k 11971 {3urr;e flarnin� (/( � V ZPA FaX(6341)755-90634 Telepht:ne (0'1) '76 ..1809 BOARD OF APPEA,GB TO)VN Or SOL7MOLD FINDINGS, DEL er=RATION5 AND DETERk4NATt0N MEETING OF JUNE S. 2000 Appl, No. 6927- UINCE IT ItlANGIAMe' 26 of the ZanirxJ.Gode tThis is a request for a Lot Waiver under Section 100_ To unmeroe Lru_ 7000-120-7.3 from Lot 1 _ 0176.126-7.31- STREET& LOGALITY: Bray Avenue and Sixth Street, fJlattltuCk. DATE OF PUBLIC HEARING: .Iune 6,2006 FINDINGS AR(?PERSY FACT4rLSF@r�io rIr N Applicant9 Vlrment and Barbara Mangiameie omen S CTM lot 1000.126-7-3 ("Lot 8" , measurin 106 g (15,(100 sq. ft.) Thele horns sands Feet along SixttF tvlatt Street !n kuck and 150 feet deep . on that IOL Applyants also ovtn the adjacent lot SGTMI 100(1 126-7-31 (°'Lot 3q, whim is undeveloped and measares 150 feet a°on9 Sixth Street and 2 along Bray Avenue (30,000 sq. R.}. The arms is zon-W 0-40. 00 Teat BAIc APPEAL: Yuma In5r>entnr'R hmumni 7s. 7nnrs a an lave mer96 Pursuant tO Code section 100-25A. ""' Wl 4` 0 IV "'Qi outs RELIEF REQU,5 - Applicants asked the Building Department for a astermination asto the Merger status of their property at Bray Avenue and Sixth Street. They stated that tney wish to divide the vacant Lot 31 into two Jots, However, Bre Notice of Disapproval simply states that Lots 3 and 31 have merged, and this appeal requests only the waiver Of that merger. pursuant to Code section 100-26. Division of Lot 31 would require separate consideration. PEASONS ECQR BOARD ACTI I-41 4GR[BED BFLO°J4', On the basis of testimony pre56nted, materials submitted maw 9ersonal insow.finn mo Pin—mm ma6�&#H,, (1} ApJsilcrts Vlncart and Barbara Mangiamele purhasgd LOt 3 in June 195e3. Rocco and Carm�a Rlangiamele purchased the adjacent vacant and (Lo!31) as a singlo pe', ' in 1584, Lot 3 1 was subsequently inherited by ykt'a t NlOn9iamele, slid in Aprli 1578 was placed in jol^t Ownership at the applicants. As a Consequence of being rronoonfWmin9 in size antl in common ownership efts;July 1, 1963, Lots 3 and 31 have merged pursuant to Code seetlon 100.25, (2) Lots 3 and 31 have been treated as physically separate properllas, Lot 31 is vacant. wooded and not related visua Y to Lot 3, (3) Waiver of the merger will not result in a signifrcarr increase in the density of the nelghborhood because it allows the potential construction Of only one single-family horse. (4) Nearby kAs on Bray Avenue Warn generally to be S001ewhal smaller than Lot 31 and roughly equal to Lot 3. Waiver will recognize lots that are consistent With properties in the 03i15!H53 11:53 63137861'3° jOSEPHKHE FAGE 55 ?ay.2 -lame 8,2coo Lot Walt'& _ 23A Appl. No. 4823• v, Mangiaende Parts!1]00427-)•3(and 31) reiahbornood, and will re n" the Pros of Lot 31 301 forth in ;he dawd Gor,vayiny It to R fi C Manalamsic. (5) Appiioants hays Considered Lct.31, -,vhich thay.intlerited mars then 20 years ago, as an ;nvaatment.. if marjer is not waival, e:ppl's.Cants Wil own an unbuBCable property of presumably little economic value_ Waiver vtl.'avoid This WCnOmiC hardship. M) Cons€ruetlor, on Lok 31 should require no Mianitant change in the natural datsils, chBraaef and contours of the lana. & JT1ON/A''TIUfd' On MOtfar py Member Collins, ncw.dedby Member Tabre, if was RESOLVEC, to GFVhNT the waiver of merger df Lots 3 ane 31 VOTE GR THE BdARo: Marchers G ngar (Gr alarm Tortara, Catlins, and Horn,rig, This Fesalu5or wasas 4 dull`atl0ptbtl ERRRD P. :ailEifRlhlGSry CHAIRMANr 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ " ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION " FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION RE RKS• '_ A rs f DATE f r�� INSPECTOR-,/ r �t � � 3- 765-1802 BUILDING DEPT. 1 PECTION [iFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: fr � f o j - DATE INSPECTOR 765-1802 BUILDING DEPT. SPECTION [ XUNDATI ON 1ST [ ] ROUGH PLBG. DATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP CE & CHIMNEY REMARKS: '' " 9 DATE I N SPEC T6S•1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE /� l � 0 INSPECTOR 1 6 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ R H PLBG. [ ] FQUliDATION 2ND INSULATION [Z] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: f F^ l f � r j r DATE y � INSPECTOR i 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]=INAL TION [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 9 REMARKS:- DAT EMARKS:DATINSPECTOR (j f 5 - - C0 b D:INSpECTIONRUORT DATE FOUNDATION(13 ). FOUNDATION(2ND) � p O a m 'ROUGH Fa MNG PLUMMING _ _ s a IlVSUL.4TION YER N.Y. '" - � / f (i STATE ENERGY CODE FINAL ADDrnONAL COMM12M 0 Z' m 5 - k 6' "1 x Cb9 a i x NJb tb�+pf �+ a s' TO v OF-SOVIHOLD BUILDLNG PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the f6howinL before appll-u. " TO'R'N HALL 9 M a Board of Health SOUTHOLD,NY 11-971 - - -_ 3 sets of Building Plans TEL: 763-1802 '._._._.:_' _ Surrey PERMMT NO. 3 Z� Check Septic Forni N.Y.S.D.E.C. Trustees i Examined .204)-3 Contact: T. Martz Jr. Approved %6 ,20 0.3 Mail to_ _ Disapproved a/c Phone: (631)-87&-8443 Building Inspector APPLICATION FOR BUILDING PERMIT Date 3, '2003 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or area:., 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 kepvon the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-sower until a Certificate of Occupancy is issued By the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building 4 ne Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the contraction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code d regulations, to authorized inspectors on premises and in building for necessary inspections. (Signature of applicaydor name, ' ac tion) 145 Ryersm Avant= Marnrville, New York 11949 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builddr gatexal amtrarFnr/ttiilder Name of owner of premises Ultftt and 133rtsra Mx'mele (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (NTarne and title of corporate officer) Builders License No. 1-1,052 Plumbers License No. 2969P Electricians License No. Other Trade's License No. 1. Location of land on which propos-d work will be done: 1200 Bray kva ue Laurel- House aurelHouse Number Street Hamlet County Tax Map No. 1000 Section 126 Block 07 Lot 31 Subdivision_ anrge athi l l and ad= Filed Map No. 861 Lot 41114 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction_ a_ Existing use and occupancy vacant b_ Intended use and occupancy 17e`•r residMM 3. Nature of work (check which applicable): New Building me Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $250,000.00 Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 S. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front. SF- Rear--Mi--Depth 31 Height 28- Number of Stories 2 3. Size of lot: Front 200' Rear 2G0' Depth 15D, 10. Date of purchasel� Name of Former Owneryinrart and Barbam Mmz arre e .S 11. Zone or use district in which premises are situated r2o 12_Does proposed construction violate any zoning law, ordinance or regulation: no 13. Will lot be re-graded no Will excess fill be removed from premises: YES NO 14. Names of Owner of premises' e Address 1 N1� NYaasS u7m Phone No. Name of Architect Victor ago Address hone No (537-) 261-2744 Name of Contractor 'nr�rQ,c Mntz Jr. hone No. (631)-878-8443 15. Is this property within 100 feet of a tidal wetland? *YES NO 7X • IF YES, SOUTHOLD TOWN TRUSTEES PMMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Foix ) Thmrbxe C. Ma= Jr. being duly sworn, deposes and says that(s)he is the applicant (Diane of individual signing contract) above named, (Sre is the catxartor (Contractor, Agent, Corporate Officer, etc,) if said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this applicxdo.t list all statements contained in this application are true to the best of his knowledge and belief, and that the work will be nrfoimed in the manner set forth in the application filed therewith. 3wom t_ ore me this day of _20_A3 0 Lj otary Public Signature of Pfp lic t GALEA.WEDELL Notary PUblio,State of New York No.oiwEso5itim 0ualtled In Suffolk County !n Cohirnisslon F).-oires Jan.a,20 GUARANR.ES 1X0/CA IED HERE ON SHALL RUN ONLY TO WE PERSON FOR WHOM THE SURREY P IS PREPARED, AND ON HIS REHALF TO THE RILE COMPANY, GOVERNMENTAL AGENCY. LENDING INSTITUTION, IF LISTED HEREON, AND ALL SURROUNDING RESIDENCES TO THE ASSIGNEES OF THE LENDING INSTITUTION. EOCF. OF PAVEMENT GUARANTFFS ARE NOT TRANSFERABLE TO SERVED BY MUNICIPAL WATER ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUTH (25' WIDE) STREET UNLESS OTHERWISE SHOWN UNAUTHORIZED ALTERATION OR ADDITION TO THIS - N 69'13 10 E 150.00 SURVEY 15 A NOLARON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. f FUTURE N EXP. POOL COPIES OF THIS SURVEY MAP NOT BEARING '� O TEST THE LAND SURVEYORS EMBOSSED'SEAL SHALL ;'I I, LII P,I I'I _ HOLE �t NOT BE CONSIDERED TO BE A VAUD TRUE .0 dl, N Y. Z COPO j o ELEVATIONS TAKEN FROM EAST FOR SCDHS USE ONLY c Tn o END TOPO MAPS AS FILED IN THE SUFFOLK COUNTY DEPT. OF PUBLIC a "T m WORKS c - W moa F+I'W O V p Fl- n% V Z m n a vKAI g TEST HOLE DONE BY a- 03,4.E �y� Ay Er 01 MCDONALD GEOSCIENCE o _.X '`� x� mm I ,O ue cl 26 SEPT 01 N '~ m mN POLE 0. ORIGINAL GRADE onm oQa® ® BROWN LOAMY SAND SM o PROPOSED WOTER •� 9 O I 41 W ,� 5 a 16.0 SERVICE 04 4. MI Z /�/� ❑ Z p PRO ROPOSED DRIVEWAY �I n o Q I -- u GARAGE �I uUI S O �' X 48 U. W f 0cn q4, o .I=, O <PALE BROWN FINE TO PIPE FOUND N 4iq vi„ MEDIUM SAND SPrl oa N I y 0 0 C 0 POLE I U - U7 i'i p 0 P_ v #16 J1� lai LtV La oZ ? Cy- U 17' .P 150.00' CM FOUND - "µ➢ CL O 4 W '�' 0 'p, CM FDU S 69'13'10"W U) ❑ .{�� ❑ CESSPOOL LOT No. 45 ti o ,o SURVEYED: 20 SEPTEMBER 2001 SCALE 1'= 361 aj')�• SURREY OF LOTS 41 ,42,43,44 AREA = 30,000 S.F. SUBDIVISION MAP SECTION ONE .688 ACRES PROP. OF GEORGE; I. TUTHILL & OTHERS FM# 861 SITUATE SURVEYED BY DATE FILED Jan 15, 1929 LAUREL, TOWN OF S0UTH0LD STANLEY J. ISAKSEN, JR. 94 TM# 1000-126-7-31 SUFFOLK CN,!:OUNTY, N.Y. o. BOX 2LK NEW ''UFF-OLK. N.Y. 11 56 631 - 34-5835 GUARANTEED TO: SURVEYED FOR: �INCENT MANGIAMELE VINCENT MANGIAMFLE I,jARBARA MANGIAMELE BARBARA MANGIAMELE /7_ICENS I- ND � VEYOR NYS Li IVo. 49 3 o1c1o57 GIJARANTEFF INOIG'ATEO HERE ON 5RALL. RUN ONLY TO THE PER'1ON FOR WHO6l THE SUR VF .y"•�'� 'wu IE PRFPANFO, ANO ON HIS REHAIF 10 RIE y, MyV,a�'T'y'.>, TILE COMPANY, GOVERNMENTAL A,'ENCY, 11 LENDING INSRTURUN, IF LISTED HEREON, AND TO THE TEAR S RN CS OF IHC' LENDING INSTIDN. ;.` GUARANTEES ANC NOT TRANSFERABLE 10 / EDGE OF FAVEMLNT ADDITIONAL INSRNIIONS OR SLIBSEOVENT OWNERS. SIXTH (25' WIDE) STREET UNAVTHORICEO AL TCRA RON ON ADDITION TO THISf ,1. SURVEY IS A VIOLATION OF 5FCRON 7-109 OF N 69'13'10'E I/ THE NEW YORK STATE EOUCA RW. ON LA COPIES OF THIS STAR'VEY MAP NOT BEARING - r RAE LANG SURVEYORS EMBOSSED SEAL SHALL ti TEST NOT BE CONSIOERFO TO HE A VALID TRUE HOLE COPY. O G U na A a A FOR-SCDHS USE ONLY __ _ - - O1 ALL SURROUNDING RESIDENCES _ ScERVED BY MUNICIPAL WATER o UNLESS OTHERWISE SHOWN &s « t' m P, m. or, I- N O iFC�y 29'E UNON1/M! ' TEST HOLE DONE BY - -� oo '�""``"`• 5a9 - MCDONALD GEOSCIENCE - "} c 3.4'E �." . . - - .. - ._ - •_ 25. SEPT 0 — — ^ mLE a.r. L ORIGINAL GRADE - 17 NYT cduc nxuwrvs )F BROWN LOAMY SAND SM I °' p g• Tdrmand, B.2 mu PALE BROWN FINE TO PIPE FOUND cI MEDIUM SAND SP O J O O y 0 rl G -I POLE ++. N1T #lf l 17' CM FOUND ANF� S fig'13'69'13'10"W 1.50,00' CM FOUND LOT No. 45 (RESIDENCE) SURVEYED: 20 SEPTEMBER 2001 SURVEYOF SCALE 1'- 30• LOT'_ 41 ,42,43,44 AREA = 30,000 S.F. IN OR SUBDIVISION MAP SECTION ONE .EE'a ACRES PROP. OF GEORGE qI. TUTHILL & OTHERS CA 51LED Jan 15, 1920 61 _ SITUATE �'" �'� �f: fli `(1RVEYED BY LAUREL, TOWN OF SOUTHOLD ii"; l rr i' STANLEY J. ISAKSEN, JR. TM# IL1DD-.126-7-,31 SUFFOLK COUNTY' N.Y. �' �' � ':� ;; P.6. Box 294 ` ' puu� NEW SUFFOLK N.Y. 95Fi GUARANTEED T0: SURVEYED FOR: VINCENT MANGIAMELE VINCENT MANGIAMELE BAiRBARA MANGIAMELE ttLt, BARBARA MANGIAMELE Tuff j,, 3. 22 DEC 03 LOCATE POURED CONCRETE FOUNDATION �1(,,� LAN. [) ` _ RVEYOR 2, 05 DEC' 03 SHOW REVISED PROPOSED RE'LIDENCE AND SANITARY LAYOUT. I. 27 AUGUST 03 SHC1W REVISED PROPOSED. RESIDENCE AND SANITARY LAYOUT. ' NYS I_IC. NO. 49 7 GIC1057 GUARANILf'S INOIC'ATEO HERE ON SHALL MHN ONLY TO MC PERSON FOR WHOM SHE SURVEY _ IS PREPARED, AND ON HIS BEHALFTO THE - TIDE COMPANY, GOVERNMENTAL AGENCY, . LCNUINC'IN.lI/UnON, IF LIS IED HERCON, AND - TO THE ASSCNEES OF THE LENOINO INS77711710N. GUARANTEES ARE NOT TRANSFERABLE TO - AD0177ONAL INSTITUTIONSEDC[ OF PAVEMENT 'OR 50B;'EOI/ENT OWNERS. - M - -' . SIXTH (25' WIDE) STREET - UNAUTHURIZEO AL lCRA/ION OF A00InON TO THIS - � �. SURVEY IS A VIOLATION OF SECTION 7209 OF N F9'1.3 1 U E50 DO � THE NEW YORK STATE EDUCATION CAW. . " ILI q , Ird COPIES OF THIS SURVEY MAP NOT BEARING /V V THE LAND SURVEYORS EMBOSSED SEALSHALL - - - V y A+ f,. SY^ Q [ NOT BE CONSIDERED TO BE A VALID TRUE COPY. - rUi 1n UI E) v, $ rn In -=.FOR SCDH- - USE-ONLY c I .-..._. `• o` y 0 0 i/ ALL SURROUNDING RESIDENCE., 6 ;�'� �I t1 ,4i 1�c.d ;u SERVED BY"MUNICIPAL WATER o 'L�% m 1' I - -'1 - - UNLESS OTHERWISE SHOWN - ._3.4, n 1 o IB1 t..i r .r+ 6 E19-F :.. ;i -.•.,ii . . ... . ., _ -. :"' ' - ' -'-. . . - . Np . P W TEST HOLE DONE BY = 3.4E u] SLEOSCIENCE m . / l n' 2fiP01 ORIGINAL GRADPOLE d NYT#77 meexro rural - ' BROWN LOAMY SAND SM . `> - P, m U 5.4' 3.4 •i! ih u PALE BROWN FINE TO PIPE FOUND - �I MEDIUM SAND SP ti N 0 a r N C -1 O v � O O 'I POLE ? NYi #16 A O 17' CM FOUND A --/ S 69"13"10"W 150.00' CM FOUND LOT No. 45 �o (RESIDENCE) SURVEYED: 20 SEPTEMBER 2001 SURVEY OF LOTS 41 ,42,43,44 SCALE 1'= 30' sr, NOTE: SANITARY DATA AND WATER CONNECTION IN AREA = 3[1,000 S.F. •}� '' PROVIDED OY TKF ExCAVATING k SUBDIVISION MAP SECTION ONE OR �; ^�'.1 DEMOLITION, LTD. PROP. OF GEORGE 1. TUTHILL & OTHERS 685 .OGRE= ' `.,IT', SITUATE ;, DAT FILED Jan 15, 1920 LAUREL, TOWN OF SOUTHOLD SURVEYED BY SUFFOLK COUNTY, N.Y. STANLEY .j. ISAKSEN, JHP,3 rMy l0oo- 12s-7-3t P.O. BOX 294 cx, NEW OSUFFOLK. N.Y. 11956 GUARANTEED T0: SURVEYED FOR: VINCENT MANGIAMELE 631 —73 —58?VINCENT MANGIAMELE BARBARA MANGIAMELE_ _. _ - _ A'SD BARBARA MANCIAMELE 4 19 APRIL 04 FINAL SURVEY.3. 22 DEC 03 LOCATE POURED CONCRETE FOUNDATION. -2. 05 DEC 03 SHOW REVISED PROPOSED RESIDENCE AND SANITARY LAYOUT. LIfiND -� RVE� R 1. 27 AUGUST 03 SHOW REVISED PRUPL)SED RESIDENCE AND SANITARY LAYOUT. vfQYS LIC. N- . 49273 OIC1057 It) -- 01 - wi-L3 3046 9046 23'-O" r ray Ib'-O" x 8'-O" Overhead door — — — — — — — — 2 I6 VL s m1O,_q„ 8 4'-b ' HIGH WALL — I + — — — — — — — — — — — — — + I - I(011 O.G. - _ - x - O ry I6 G. a rees for arae door ro ry p Balt to f6c; rafters p g g 10 ! 10 10' UNEXCAVATED I x ry I IN I + wlth (4) A 5 Re bar Peach w a v m 2xlof�. ® I I I I I O v 0 Unfini had Room O OO GARAGE ry ry 5/8" Type x gyp. on x 1 I 4" CONCRETE SLAB b 6 — I + walls and telling I� + WITH X 10/10 x MM ON 4" COMPACTED m POROUS FILL x LINE OF FLA+ CEILING h1 I 21,_6" 11-0 `Z � �- Verify closet wall I atlon t m L m maintain code clearonce abo sI I eta s + + L m — - - - - - - - - - - - - - g, 4„ L - l + + +r — , — — — + T v.LF hl = - - r U 10" Did. cont. pier + (3) x B O 2 8 x 0 U , , Q m 1 4068 - I I to 3'-O" below ry p ry Pol. f.j• N Ory O B O LOS. I X 4-O Dbl. r. X grade i I - L 9 _ x O ` .p Dbl. Plr' het. — L J_ ry '" F J. 2 X 1 ry N x 1 m I ry di Y I -,Qp .c DN Bedroom 2 b ry �' Q Q p O I ++LConcrete Found. ;n I Q 1 in X 5/4" /b " in Q Bedroom 3 2,,10„ _ B --� + I'-4" x 8' footing w/ (2) x i O ry De ng • m Oe 8'-O' GLC. Lln. o GGA 2 X b AS Re bar each wayL I 4- )q-a, ) ,_O�, 3�_4: N � I6" O.G. T (3) x 8 (3) 2 x . . L x 3,_O,. ` ry - 7o _ '[ --- (2_) 2 X 10 Under I - O I� o ry 1 - Q ry — .p m eJ x 1 o Wall Above " O_ ry o ry in cV�(X371 R (2) 2 X — O c_v ry ry Ridge Attic—, O 2 -b _ � o A I,I In A , L�JI Access X p CELLAR X 1 m Kitchen m m N 2,_0„ Q l ry ry ' ■ Q n / Bath = O� 0 N J + r - }' ry ry Q + + _ (2) 2 X 10 Under _ (2J 2 10 c m 2'-6" Q rtNl + r Nall Above J �� + In d ✓•'' ~_ \�} - 4" concrete eiab on 6 mil I 4" DIa. drat to m 0 Deck 3'-6" 4 ' F" vapor barrier and 4" porous N drywel X 5/4" x 6 Waste stack �� Q 0 m ,� 1 „-, CtJl - I x d compacted Pill. X In ry Cedar J 2 X 10 I //' " „ - - m N deck (31 2 Pro COLUMN -� r M ( / ® X U ,p - coveI _ I (2) 2 X 10 Under -\ �• ,.� Wall Above F '� ..._-,� 'a 2'-O" O� ry m 3-I/2' Dia. steel coy mn on m, olum Liv. Room [ Masts` Bedroom Bath r 3=0 x 3-O" x 12 footing O ..pp Ib'` O.G. ip O „ with (4) tt5 each Wa I' 0 7 x O F.J. 2 X 10 X O I I ill d) ry - O ' O 10 2" DIA. GONG. PIERS N 'B ry TO 3'-O" BELOW GRADE + [T - (2) 2 X 10 - X `D N R.R. 2 X 8 a 16" O.G. 9 �p L + J F.J. 2 X 10 po 1 0 (5) 2 X 4 Column x0 0 ry m sectio L " I - 3 "in - A3 t1 0 1 5/8" Type x over N x - 36" Pre fab N Din. Room - ry n O G.J. 2 X 8 ® 16" O.G. furnace I ti ry Q fireplace Roof Below 2,_O„ W.I. closet - ' Q ' X F c 13 I ry U.L. Listed m — ry v ,q ry .D mI ry !L " Boller ;p r X p Beam ocket m - 2 xIb" i Iry r 1 I 13- " 2 x 6 I6" flue m I5�_6„ q,_6„ ry m — 11'-2' > — J + - - - — — — J + 0 046 - — — - - — — — — — — — — — — — — L� 26,_0„ > � .� L ; 00 NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. I=1RST FLOOR PLAN (SECOND FLOOR FRAMING) SECOND FLOOR PLAN CEILING/ROOF FRAMING) FOUNDATION PLAN (FIRST FLOG UNDERWRITERS CERTIFICATE 511 = I'-O" ALLPLUMBING A TE REQUIRED v4" = Luer v4" = r-o° (� WATER LINESAPPROVED AS NOTED 893 Square Feet Living space 890 Square feet living space CELLAR = 841 S.F \' / jPW-BER STING BEFORE COVERING U LL DATE—& /6 CERTIFICATION OF CERTIFICATION -�7-71-- B•P•c ON LEAD CONTENT BLI ORE FEE: ov.SS� By. 4 a" veNr rHxoueH raaoF 4 a" VENT rHRouzH xooF NAILING & CONNECTIONS T CERTIFICATE OF OCCUPANCY NOTIFY BUILDING DEPARTMENT AT REQUIRED. SOLDER USED IN VIA TER TO1�z $AM TO 4 PM FOR THE FOLLOWING WSPECTIONS: ALL CONSTRUCTION SHALL SUPPLY SYSTEM CANNOT t. FOUNDATION - TWO REOWRED 5YMBOLS / ABBREVIATIONS MEET THE REQUIREMENTS OF THE EXCEED 2/10 OF 1% LEAD. FOR POURED CONCRETE 2" CODES OF NEW YORK STATE. �+ 3. ROINSUGH . F OCCUPANCY OR . ROUGH - FRAMING d PLUMBING STRUCTURE / CENTER LINE F.J. = FLOOR J015T L°v Lav G.J. = CEILING JOIST C _ — _. USE IS UNLAWFUL 4• FINAL - CONSTRUCTION MUST COMPLY,,WI I H ALL CODES O BE COMPLETE FOR C.O. Tub W.G. W G• Tub OS SMOKE DETECTORS PER NY5 CODE BD. = BOARD TIES NEW,YORk STATE & TOWN COD S WITHOUT CERTIFICATE ALL CONSTRUCTION $HALL MEET THE E-XHAU5T FAN AS REQUIR 4IN C 'TION OF REQUIREMENTS OF THE CODES OF NEW E GYF. = 5HEETROGK _ L C OF OCCUPANCY YORK STATE. NOT RESPONSIBLE FOR S' 3' F.G. - FIBERGLASS CUL' DOWN ZEA FLOOD ZONE_ DESIGN OR CONSTRUCTION ERRORS. y^ ® COLUMN UNDER POINT LOAD R.R. = ROOF RAFTER5 - ., JiuOLOT N LANNINGBOAAD COMPLY WITH CHAPTER "46'• _ _ 9 X POINT LOAD FROM ABOVE MIN. = MINIMUM SO�uLD�NTRUSTEES 2:: V.B. = VAPOR BARRIER -`_ FLOOD DAMAGE PREVENTION Lav Slink (- a HINGED DOOR PLY. = PLYWOOD N,Y.S.DEC SOUTHOLD TOWN CODE. EX. = EXISTING FROJEcr -1/ W.G. WASH I_I/ „ D.W. 5•� F,+) A SIdCET N fq m . O VICTOR GUNEO w OR C First Fresh air BROO'K�/ILLE F� WINDOW x Fresh air mist e^ 8 ARCHITECT � � r r�, � above grade 154 Laurel Road, ": .��•,' House trap REVER5E East Northport, NY 11731 (516) 261-2744 N,q r 115 ,L- DATE, 5 / 11 / 05 Geller Floor TF Ew RMASIONS 4 To approved septic NO. DATE system SANITARY R15ER n s F { P k 9,`-'"; ltr - ail w? 9mp"+`m" 'y'.�fH'if A T , f fiw 4 �J I , r , W9 00 7V. . , Ift✓ i ! 1. _ i , .. - - . '`� I !h 3i+ - I s„ ,N A. GENERAL I F.6. Asphalt shingles ® I. The architect shall not be responslbie for, nor have control or charge of ,construction means, methods, sequences, or procedures, or for safety precautions and proggroMa. _ - Contractor shall be responsible for adequately bracing and protecting all work during _ construction against damage, breakage, collapse, distortion, and misalignment, , according to applicable codes, standardsand good practicer 2. All work shall conform to all State and local 8ullding Godes and Ordinances, and shall conform to the recommendation of the New York State 6ullding Code Manual. ® 3. The Contractor shall verify all existing conditions and dimensions before beginning any work. 4. The Owner shall be responsible for all supervision during construction. 5. Do not scale drawings. B. FOUNDATION I. All footings shall rest on undisturbed soil of 2 T/SF bearing capaclty. All Pootings ' were designed based upon this assumed soil bearing capaclty. Contractor to field - verlPy prior to the pouring of any footing and assume full responsibility, 2. At exterior wall footings shall be a minimum of 5'- O" below grade. Slope grade TIM away from foundation walls. 3. All filled areas to be compacted layer by layer. T.O. 2nd Flod r - ' G. CONCRETE: ' I. All concrete used for foundation walls and Interior slabs shall develop a minimum T.O. Floor compressive strength of 3000 P.5.1. at 28 days. - T.O. Floor Unfinished B ® 2. All concrete used for exterior walks, curbs or aprons shall develop a minimum - compressive strength of 4000 psi at 28 days. ' B. All concrete work shall conform to all requirements and recommendations oP AGI ❑ ❑ 801--72 "Speaflcations for Structural Concrete for Buildings". 4. Coordinate size and location of all sleeves, openings, recesses and depressions required by Architectural and Mechonlcal conslderatlons: D. STRUCTURAL T.O. lot Floo 1. All framing lumber shall be Douglas Fir Larch K2 Unless otherwise noted(1200 psi = T.O. Floor Fb) 2. Wood that comes In contact with masonry and concrete shall be wolmonized/pressure treated. - B. Joists, rafters and beams shall have a min. of 5" of bearing at ends. - 4. Contractor shall verify the concrete foundation wall for anchor bolt locations, elevations of top of foundations and alignment, prior to erection. 5. All roof rafters,joists, and beams shall be anchored to supports with l8 ga. FRONT ELEVATION LEFT SIDE ELEVATION Framing anchors. (b. Exterior Nails shall be 2"x 4" wood studs at Ib" O.G. Outside to be covered with I/4" I'-O" 1/2" exterior plywood sheathing. 1/4" 1'-0" GENERAL CODE NOTES: - ® I. CODE: F.G. ASPHALT SHINGLES Structure shall be designed and b built according to AF 6 PA WFGM Mood Frame Construction Manual far One and Two Family dwellings. 2. LOADS. Dead Loads. Roof dead load: 15 psf Floor Dead Load 10 psf Live loads: Ground Snow load 45 psf .. Rooms other than sleeping 40 psf Rooms for sleeping 40 psf - - Win ad: ILL 10 MPH This residence thin one mile of the ocean, bay, or sound. 5elamlc: _ _- SDG - G Q r n n�ln el nn Sds < 0.50 - VINYL SIDING - — — — — — — — - - 5. DAMAGE FROM: _ a.) Weathering - Severe b) Termite - Moderate to Heavy - a.) Decay - Slight to Moderate at Frost line - B6 Inches 4. EXPOSURE - B ., 5. NAILING SCHEDULES INCLUDED ON THIS SHEET 66..ENERGY 6OMP�LlANGE ENCLOSED _p Step foundotlon up i vertical to 2 horizontal - - RIGHT SIDE ELEVATION REAR ELEVATION 1/411 1/4" I'-0" PROJECT 51 WJMM", 2 BROOK\/ILLE VlrCTOR CUNEO a A . 8 ARCHITECT � s A 154 Laurel Road, o East Northport, NY 11'151 REVERSE (516) 261-2'744 REVISIONS N 611• NO. DATE _ NAILINS StHEDULE ROOF CONST, 1-1/4" 18 gage ridge strap - RO ASPHALT SHINGLES a? Min. 6) 8d nails each and JOINT w OF MA NA aF INS 150 ROOFING FELT of strap �� FRAMINe - 1/,2" SHEATHING (S " " LSTA 30 ) "tor to lab (to. "It (a) so Par Rafter _ 2 X 4 COLLAR TIE 2 X 8 R.R. 16" O.G. I6 O.C.O O Glllrg JeN tet top plate (5) ed For Joist 2-30 F.6. BATT INSUL n9Je parallel op 2 X 8 G.J. I6° O.G. collibt tonorprester pace rolled) 0 lad each I Olg. Jblst laps over lltlon pace ncnledl Pi) I6d loch lap 1/2" GYP. BD. " Ico Shield underlayment first calla, blll, to rafter 04.0.11.4 (5) ad per ti. 24" from eaves 51& knq to ro"r(bl, rano o (2) ad each end TT Rim board to rafter (end na11.W (2) I6d Each and WALL FRAMINe NOTE: Allen roof rafters wlth Top plate to top plats,(face rolled) (2) led Fsr toot 5OFFI7 VENT studs. Top plot.s at lnbrseetlm pace coned) (4) led Joint, -each.14e swd b stud Rau ca(led) (2) led 24' On center MALL CONST Header to heads pace nalled) lad 16" .a.along edge. Vinyl Siding Nall rafter and clg. Jolet to top plate with - Q Housawrap (3) 8d Halla per RaP er / GJ. toe Walled to top plate rep or eoetom plate to two (n,d nml.d) (2) lea per 2 x 4 ewe yY 1/2" 05B Sheathing 1-1/4" 18a e strop each r.r, to (a) led poor 2 x 6 stud g g p (4) lad for 2 x 0 stud 2 x 4 Studs wall with (7) 8d nails each end of strap eat Fiato b nr.pt., somajolet,t3idJolst, (2) led poor foot R-15 F.6, Batt Insul. Gyp. 5d. (or H8 strap by "Simpson Strong Tie" or equal) or blocking pace ran.N Porch Roof Ib" Ox. FLOOR PRhM11,16 F,G, Asphalt shingles Joist to .III,Top plate or girder (Tee maned) (4) ad per Jest 1/2" Plywood erldgmg to joist eteoo Named) (2) so each Slid GROSS BRAG NG 2 x 6 r.r. I6" o.e. SlockIng to Joist IT" nalled) (� ed each end a MIDSPAN 2 x 6 c j. 16" Oz. 11 top plate to stud with slacking b sill or by plat Toe rallied) 9) i6d Eaah block 5offlt vent vinyl soffit (2) I6d nails per stud Ledger strip to boom pace nall.d) (5) I641 Each Joist Wall GOnet. Joist an ledger to beam (I'm reflect (a) ad For Jolot Bold Joist to Joist(end wriod) (a) led per Joist - - Vlnyl Blaine Band Joist to 9111 of Top plat. (Tu nailed) (2) led par feet House wrap Rool sHeATH1N6 ip Floor const 1/2" Plywood FLOOR GON5T. 5/4" x 6 cedar decking 2 x 4 studs 16" O.G. strvcGmalpme 1. ed 6' Eday. /6' Fioold 3/4" 746 OSB 5HEATHIN6 Viagonal !loofa Shearhmg 2 X 10 F.J. Ib" O.G. 2 x 6 GGA joist Ib" o.c. Va F.G. Batt Insul. x6 or 1 x e (2) ad For support R-19 F.6. BATT INSUL. Va or Barrier /2p 6yp. 5d. I x 10 an wider (J1 ed f>.r ",port CEILING 9HeATHIN6 6gpsum Wallboard sd eool.n 7" edge / 10" fled " wALL FAdATHINO strvctwai Fmele ad W edge / 12" Field Y Flberboard canals h1 r/16' 6d a' edge /6' field O 25102^ ad S" edge/e' fleld ' — 1-1/4" 16gage strap attach d y�,o.lrm Board 5d coolers r edg9ee/Io" f1.1d dIl with (7) 8 Halls each end of strap Hodwmd ed a^ Edge / 1r Mold GGA SILL, TERMITE SHIELD, SILL SEAL Fmtml.board panel. ad 6' Eddge.. / 12' Mold ANCHOR BOLTS 12" FROM ENDS b" O.G. ( "Simpson Strong Tie" Lolled Straps 05-18 cut olagonal Board sheathing to length.) 1 x 6or I x a (2) ad per support x 10 ar wider Iel ad per support Damp proofing FLOOR -,._,THINS struct rol pori I' or los ed e" Edge / 12' Fl.ld greater than I' too 6" edge/6' Field Diagonal board shs.thlng BUILDING SECTION I x 6 art x8 (2) ad per -pport I x IO m nldsr (5) ad par support 1/4,. Refer to nailing schedule for plywood roll spacing 2 X 8 Ledger board wlth 3/8" dla, lag bolts End nal) Land Joist to each Flr, Jet. - Nall bottom plate to floor with to studs w/ (3) Ibc Halls. (2) I6d nails per foot REScheck Compliance Certificate ',C hackw BY/Dam "Teco" rafters to ledger (4) 8d no Is per joist 1-1/4" 18 ga e strop attach d 9 p New York State Enemy eap:Id Conservation Congiruction Code with (7) 0 Halla each end of strap REScheckSoRwaro Venlon 3.5'Releap Id ' Simpson LPT4 plate 16" o.c. from Data Blenarov CaProgram FilloWU XMicheckMrockvi11e7,ark band joist to 9111 plate Double layer of under layment PROJECT TITLE:Brookville b whole roof o 2 x 8 GGA sill on Metal termite shield J seal a111 COUNTY:Suffolk 2" Via. anchor bolts 6'-0" O.GSTATE:New Yah . - " Ica from oarShieldeaves underlayment flat 12" From sill ends, Min. T' Inbedment CONSTRUCTION 50 24" Bearing plate washer with each HEATING TYPE:Non E:Detailed I or2FamilY. Elodric HE - anchor bolt. TYP. W�tLL 17)F—TAIL— Nall ET 41 L DATE:OHtli}A : NOTE: Align roof rafters with DATE OF PLANS:$!lH/03 - studs. - Nall rafter to top plate wlth COMPLHANCE,Pmoca (3) 8d nails per Rafter - MaximumUA=310- t-I/4" 18 gage Strap each r.r. to Your Home,UA=254 - - wall with (7) 8d nails each end of strap 16.5%Boner Than Code(UA) (or H8 strap by 'Simpson Strong TIo" or equal) Pm'1 HFrV u�xtng 16" o.a. 3/4" Plywood or 055 blued J�eenor Cavlty � .jCon1 l0' " Nailed with 8d a 6" edge and 12" field ---fin, 2 X 6 L deer boar 3/8" die. lag bolts Solid blocking over support g mg " Calling 1:Plat Ceii' or Solmr 11kaa - 890',' 30.0 � t,.0 91� .. to each stud Wall 1: Wood Frame,'160 6.e. - J89>l 15.0 0.0 - 129 - "Teco" Ig. Joist to ledger all top plata to stud with Over lap floor joist over support Window 1:Wood FranicDouble'FaeewithLawE 172 ` 0.210" , 48 (2) Ibd Halls per stud Door 1: Solid � 11{' 0.20E1 a •, 1 Door 2: G1ats "24 - _ 0.280 7' , LGE Series post cap Installed In pairs Floor 1: All-Wood Johnifrfwr.Over Unoonditioned,Som ,858 190 b.0 40.. - (14) 16D nails to beam (10) I6d nails COMPLJANCE STATEMENT: (H7tppropaed buiWirtg Popreneoped fa toil daoardent is towtaGnl wlththDbuiWingpiwe, to post specification,and otter cneallmooa mUmdined wlfh th4 pdttmt 40*0a The Fm dpigued to meat Ftc' 18 gage 1 -1/4" (2) 5/8" DIS. lag bolts eaoh slide New York State h"mrgpConicavaOoaCoaoru4iionCodeaigW"' Aent8, Wheni��me{1pMge iWnPWagd., ' twisted straps 1/2" Steel plate atF��aPaillb, bnY'a°S ng�rt6t��tbRogWalgtd,kobw'16du44'itidpN�ion4Judgment,a"pl us or Nit (7) 8d nails specification are in oomplladgeyilh thio Codo. - each and - - - 3-1/2" Steel column Builder/Desigaar ,' Da(n_�_ - - 2 X 8 L deer boar with 3/8" dla. bolts - Stagg. d at 16" O, . "Teco" oak jolst t ledger Through bolt boom to post H/ (2) 1/2" Dia. bolts per post 1/2" Steel plate Simpson ABE post base I/2" Dia. bolts 8" Inbedment 18 a e I -1/4" (6) IOD natio Into post 0 w a e 5 raps 1/2" Dia. anchor bolt Into (4) 5 Re bar each way with (b) 8d rolls footing 4" Slab with 6 x 6 10/10 MM on each and 6 mill vapor barrier PROJECT SHEET NUMBeR, 3 aF 3 Simpson H8 Top of pier a" above grade BRODKVILLE VICTOR CUNEO g�rea ARGHITEGT C 4 13 J W 8 154 Laurel Road, 12" Dia. concrete pier, a REVERSE East Northport, NY 11731 a . (Sae (516) 261-2744 foundation plan for footing size.) DATE, 8 / II / OS h. a• REVISIONS 7 01B1e� NO. DATE TYP. PORCH COLUMN DETAIL 2 TYP. COLUMN DETAIL 3/4" st 11-0" 3/4„ a I,-O„