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HomeMy WebLinkAbout30669-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30914 Date: 05/13/05 THIS CERTIFIES that the building ALTERATIONS Location of Property: 6540 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Nap No. 473889 Section 78 Block 5 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 23, 2004 pursuant to which Building Permit No. 30669-Z dated SEPTEMBER 28, 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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to CONSTANTINOS & IRENE MARKOTSIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 95750C 04/18/05 PLUMBERS CERTIFICATION DATED 04/08/05 JAMES TWOMEY Au horized Signature Rev. 1/81 1dt`� iterrvx.t xr 3o4v697— Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 4/18/2005 375 Dunton Avenue 95750C East Patchogue, New York 11772 (631)286.6642 Issued To: Mr. and Mrs. Gus Markotsis Street: 145 Williamsburgh Drive Village: Southold Zip: Town: Southold Section: Block: Lot: Contractor: A. D. Electric Lic. # 4832-E Was examined and found to be in compliance with the National Electrical Code. Commercial J NV Defects L Pool IXI 1st Floor LXJ Indoor _J Basement i— Hot Tub IXJ Residential I Det. Garage Attic � 2nd Floor r-J Outdoor U Addition [i Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 16 26 32 4 4 Dishwasher WasherlAmps Dryer/Amps Oven Range/Amps Microwaves 1/20 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector l Bldg. Permit: Other Equipment rooand Kitchen (' ms1/13/05 - -- - - Hugo i di President Rough Inspection: 01/20/2005 Inspector: John McMahon III Final Inspection: 04/14/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Od,'07/290h 615: 47 5a-?25-OeB9 LEVASSEUR ELILDEPS PA-,E �2 aFR 0T 105 0B1©tgw 3OUTHOLD B'JILDI'4� 631 :ES 'A eP I. L y y1Ff0(K # Fax(691)765.9S02 `°.�) Mix 11-9 � Te1ephcne(s3t) WI-1402 Snn.0^,d New 4ak 719'1;Kl � 13L71.DINO WPARrMFJvT TOWN OF SOL"rHOLTI CSATIFICAI'10N r Dam• , ' zac, S l30(Jing Penuit v),3_©_V q (P:ease print) Plwnb my _\uC>' T I certify that the solder used in the waver supply systont r_Ontau>s leas than 2/10 of 1% lead (Plutnbera Signature) z� ;worn 1o�befOre m0 chit -:i ob Not.-ay Public. ►7I r�V1n,w (.atual V" mkA Ccyn m-L ULA..�Ovl'".'a L LQSD Yrs�i� 3 h , 200-7 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. 30669 Z Date SEPTEMBER 28 , 2004 Permission is hereby granted to: CONSTANTINOS MARKOTSIS 40 PARK AVE HICKSVILLE,NY 11801 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR, PER TRUSTEES PMT & FLOOD PERMIT at premises located at 6540 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0005 Lot No. 012 pursuant to application dated SEPTEMBER 23 , 2004 and approved by the Building Inspector to expire on MARCH 28 , 2006 . Fee $ 525 . 40 � 7 Authorized Signature ORIGINAL Rev. 5/8/02 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [X] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. e (,d- U ' e aL DATE �� _ S INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING /[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: may' " L_ DATE / - � INSPECTOR / ' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [-"TROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FjtAMING [ ] FINAL [ --(FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1,.1�}-5,;� ✓ �� i,�-1 i�. ? ,c /c ,j moi --G a� DATE �S/C1 INSPECTOR 765.1802 a-3S BUILDING DEPT. '38 ) INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING 4 ST,PR PPX6[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 17 DATE ! r INSPECTO?W� ' s i Board Of Southold Town Trustees SSOUTHOLD, NEW YORK 4, PERMIT NO. .. S9SG DATE: July 21, 2004 . CONSTAN.TIN06 MARKOTSIS •s ISSUEDTO .............................................................._........... ... ................................................. ,�u#I�nrt�tt#inn C Pursuant to the provisions of Chapter 615 of the Laws of fhe State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIAL.SALOM LANDS .UNDER TOWN WATERS;•...'. and in accordance with the Resolution of The Board adopted at a meeting held on ...... 2004and in consideration of the sum of 6._250.00 paid by Constantinos Markotsis ~ of ...............Southold....................................... ... N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of thold T wri Tnntees authorizes and perm is the fgllgwin(f Wetlan ermit too construct a one-story an rtion wit a ireplac b. to the existing dwelling, with the condition drywells & gutters —• -� -x are installed to contain the roof run-off, and all as depicted on the survey prepared by John T. Metzger last dated 9/15/04.- all in accordance with the detailed specifications as presented in • the originating application. IN WITNESS WHEREOF; The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presenfs to be subscribed by a'majority of the said Board As of fhis date. _ . Trtwaa ;'• t r A r .•, P , OgUFFO(,�c Albert J. Krupski, President �V Q Town Hall James King, Vice-President h 53095 Route 25 Artie Foster P.O. Box 1179 Ken Poliwoda Southold, New York 11971-0959 Peggy A. Dickerson 'yif/O aQ� Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 21, 2004 Ms. Vicki Toth P.O. Box 61 Shoreham, NY 11786-0061 RE: CONSTANTINOS MARKOTSIS 145 WILLIAMSBURG RD., SOUTHOLD SCTM#78-5-12 Dear Ms. Toth: The Board of Town Trustees took the following action during its regular meeting held on Thursday, July 21, 2004 regarding the above matter: WHEREAS, Vicki Toth on behalf of CONSTANTINOS MARKOTSIS applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 8, 2004, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 21, 2004, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, e WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of CONSTANTINOS MARKOTSIS to construct a one-story addition with a fireplace to the existing dwelling, with the condition drywells and gutters are installed to contain the roof run-off, and all as depicted on the survey prepared by John T. Metzger last dated September 15, 2004. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, �^ /' / Albert J. Krupski, Jr. President, Board of Trustees AJK/Ims \�i,5,�,� �� ,_. /���K�\y ilk L �`., ' i•J � ' - ~,.L%v< y-_. i��`�a�.��'t'3�+1'�T.ap�ca,t u-,�`� ti�.a✓'Sa��S:'`j:#�. r o i + � � •1 • • •1 1 1ti .��: -fi ` r \ I11 Al h p� y� •(77i Ig I TERMS and CONDITIONS Constantinos Markotsis residing at 145 Williamsburg Rd. , Southold N. Y, as Pars of the consideadon for the ismance of the Permit does uandastaod and prescribe to the fol- I. Thu the said Board of Trustees and the Town of Southold are released from any and all damages, or dalms for damages, of suits arisingdkeedy at hhdireedy as a result of any open. adore performed pursuant-.fie triols .parvo$, and the pad Termitox will, at his or Ger own espmse, defend any and all such adts'inidatod by third ipaede% and the said tutee assumes full lisbillty with respect thereto, to-themomplete ezclustoo of the Baud of Tttuttus of the Town of Southold --- 7. That this Pernik is.valid for a period of 24 mm which is d*Mettd to be the estimated tune a quited to complete the work involved, but should drowntances warraat, request for an extension may be made to the Board at a later date. I That this Permit should be realoed indefinitely, or as long as the said Permiaec wishes to mainraln the structure or project involved, to provide evidence to anyone concerned that auth- odsxdon was originally obtained. 4. That the work involved wlll be subject to the hupwtion and approval of tax Board or its agents, and non-compliance with the provisions of the originating application,may be case for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a resit of the work herein audtothed. 6. That there shall be no interference with the tight of the public to pass and repass along the beach between high and low water snacks 't. 7. That if future opetrdaos of the Town of Southold require dw removal sad/or alterations In the location of the wodc f ereia audaodaed, or if, in the op4doa of mdse Board of Trances, tire. workshall cause unreasonable obstruction to free navigation, the raid Permittee will be required, ,pore the ootice, to remove or alter this work or protea herein rated whbout expeases to the Town of Southold. & Thu the said Board will be notified by the Permittee of the ampledon of the mock cath- odaed. 9. That the Teemitoee wlll obtain all other permits and consents that may be required aP . plemenal to this permit which may be abject to revo(re upon fallure to obtain aame. .rt J.Krupski,President Town Hall James King,Vice-President 001 53095 Route 25 Artie Foster �y P.O.Box 1179 Ken Poliwoda ~� Southold,New York 11971-0959 Peggy A.Dickerson Z Telephone(631)765-1892 Oy Fax(631) 765.1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. S INSPECTION SCHEDULE Pre-construction, hay bale line 15i day of construction Y2 constructed Project complete, compliance inspection. New York State Department of Environmental Conservation Am of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 411111110 Webalte:www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT Constantinos Markotsis September 10, 2004 40 Park Avenue Hicksville, NY 11801 Re: Application #1-47 3 8-00 8 3/0000 5 Markotsis Property, 145 Williamsburg Road, Southold, SCTM # 1000-78-5-12 Dear Mr. Markotsis: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that all the property landward of the bulkhead which appears to have been in existence prior to 8/20/1977, is still functional and is more than 100 feet in length, is beyond Article 25 (Tidal Wetlands Act)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required for work landward of the bulkhead. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 41// /`x" _ Mark Carrara Deputy Permit Administrator cc: Vicki Toth MHP file TOWN OF SOUTHOLD PROPERTY RECORD CARD M- OWNER STREET C VILLAGE DIST. SUB. LOT a+n FORMER OWNER W-F N )' AC/R/. N U.cw+rv� — rsGorNP i G 6 S /^ y W I TYPE OF BUILDING ES,z/Q SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7 _ 67 FZ 32- -2- ,. a.. 9 // s-,-0 I. �n ITS+ GNU �2 2,7/7/ .� aiis�ec_E3 , / 971 TZ � e7J� -70 L> _ tf)o z o apo z �ClGt % �C>> > �. A� 3 � 1/ cI l L 4L- 8P �0 Ol- CD�Sf �oO�Ft� a �� �C �50oc) S-50o 'illable 1 illable 2 illable 3 /oodland Nampland FRONTAGE ON WAT R rushland FRON / 9Zd 1 — DEPTH ouse Plot BULKHEAD -� "' DOCK H+ OR R I � s 0 M. Bldg. Bath Foundation — — ZO G 3 —��.3 Dinette 3 ensionBasement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat o r l- DR. ZEA /0 = �D _ Type Roof Rooms 1st Floor BR. __ 0 30 99? ' SC7 15 _ _ ogre (,X'30Recreation Room Rooms 2nd Floor FIN. B. SCP-, ormer - Breezeway / T / ����� Driveway Garage /b'Y E y _ y 99 — /8 = 124 Total ' C.�I _ �� �,:,,� ILMI. llwt Mull, ,nfp4j'14 T. TLRRY I =� .4, P O nll< 1174 TOW77CLECLK it� �II`•. i1 _ : inholl flc .. lurk rtclSrrL^nGr r. f r,:mn G: M1IPRRI4GE GFI ICER J ( � -I di f,hunr tilfil )GC, I RECOPO -, NVr1e,CEMEt[TGFn CEII � /0( FREEDOM OF INFO N.L`.tl JfJ GFIICER OFFICE OF THE TOCl- TOWN LTOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations ,f of the Code of the Town of Southold: "Floodplain Development Permit Appli,.-afion" (FE)P(93) 1 , and "Certificate of Complianre t)r Develrpmen ( in Special Flood Hazard Area [C/C(93) ) . TOV.:1 OF SO(PiOLD Judith T . Terry - Southold Town Clerk. August 25 , 1993 APPLICATION s PAGE I of a TOWN OF SOOTHOLD FLOODPLAIN DEVELOPMENT PGPNIIT APPLICATION This form is to be filled out in duplicate. SIMON L: GENERAL PROVISIONS (.APPLIC.0.NT to read and sienl: L No work may start until a permit is issued. 2 The permit may be revoked if any fake statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compbance is issued. S. The permit will expire if no work it commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE HES"E MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANTS SIGNATU.tE)A ra .. 2 DATE . SECTION 2: PROPOSED CLEVELOPUIErtT C , oc compicucd by .kPPLICAM, NAME ____ADDRESS rELEPHON PLtG� < ✓c�s5euin, �%�L.� �� a�7iDld('o�u�(f�u ,�� - -rbc -tt'—' ENGINEER n PROJECT LOCATION: To avoid delay in processing the application, please provide enoueh iuformation to easily idcuttfy the project location- Provide the street address, lot number or leo dcscrption (attach) and, outside Cuban areas, the distance to the ucarest intersecting road or well-knov.m landmark. A skr_tch aua�hed to this appbcadoo showing the project location would be helpful. SoAem FDP(93) ' 1 APPLICATION PAGE ? OF a DFSCPIPTION OF WORK (Check all apphcablc boxes) A_SIR=UR.'>`_LDEVELOPMENT _ ACTIVTTY STRUCTURE f TE ❑ New Structure )1(Resideu6al (1-4 Family) 'Addluoo ❑ Residential (Mort than 4 Famdy) Alteration ❑ Noo-residential (Floodproofmg? O Yes) O Relocation O Combined Use (Residential & Commerdal) ❑ DemoGtioo P ❑ Manufactured (Mobile) Home (In Manu- C1 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S JSof CCo,pU B. OTHER DEVELOPMENT ACTIVITIES: O Fill ❑ Mining O Drilling ®'Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Chanel Modifica(ions) .'Drainage Improvements (Including Culvert Work) LQ,�rQz/iy ❑ Roa," Street or Bridge Construction O SulAivision (New or Expansion) ❑ Ir,irsidual Water or Scwcr Sy-,(cm G Othcr (Please Specify) After cornplcting SE(710N '_, .APPI_li'.+.NT should submit loan to L,mal A.dmiuistrator for review. SECTION 7 FLOODPLAIN DETERMINATION fTo be ccrnpleted by LOCAL ADMINISTRATOR) Thr, proposed development is hr-ated on FTR.hf Panel No Dated _ The Proposed Development: ❑ Is UfQS located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOphfENT PERMIT IS REQUIRED). ❑ Is lowtcd in a Spccial Float Hazard Arca FIRM zone dr6palinn is 100-'i car Rad elevation at the site u: H. N(;VD (MSL) ❑ Unavailable ❑ Tbc proposed dcvdnpmrnt Is loc�lcd .n a ftoodaay FBF?,1 Pancl No Dated I;tfFE- — - _G.ATE----- .r APPLICATION o PACE ) OF 4 SECTION a: ADD[TI NAL I IFOfU i kTION REOUIRED (To he co» rlcd by LOi::kL ADLIIN(ST'RATOR1 The applicant must submit the documents checked below before the appbcauon ran be processed. ❑ A site plan sbowing the location of all cnsting structures, water bodies, adlaeeot roads, lot dimeosioos and proposed development. O Development plans,drawm to scale, and spccificatipris, including where applicable: details for anchoring structures, proposed cicvation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below Line first floor and details of cndosures below the fust floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (hfSL). ❑ Ffoodproofmg protection level (non-resideutial only) Ft.NOVD (MSL). For , floodproofM structures, appGcaut mast attach certification from registered eogineer or _ architect. ❑ Certification from a registered engineer that the proposed acti�i.t in a regulatory floodway v$I not rr�ult in any incrcasr in the height of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted. O Othcr- SECTION 5: PEIUdIT DETEFtIsdINATION fI'o be wmplctcd by I OCAL AD�f INISTRATORI I have determined that the proposed activity. A. G Is B. O Is not in conformance with provisions of Local taw w 19 . The permit is issued subject to the conditions attached to and made pan of this permit -- SIGNED_ , DATE i( Bim_{ �. is chcckt�l, the ['r.-A :+dminisirator may asue a Devclopmco( Permii upon pa)meot of designated fee If DJ��B e ecked, the Local Administrator w-dl pr0%1dc a wTiiteo summary of drlicienau. Appli: t may rr+tu amt resubmit ari apphcailon to Ihr Local :Administrator or may request a bcarmg (rum the Board of fp-�: • . ?.PPLIC.nTION a IPPEa.L; -.ppcalcd to Board of \ppcals' O Ys O flu Hcarmg date. -- ——Appeatr @-oard-i7cctsion=--A-pprovcd?-E}-Ycs --- Co❑ditioas SECTION 6 AS-BUILT ELEVATIONS (To be submitted by APPLICAPIT before Certificate of Comr lianee is issued) The following information must be provided for project structures. This section mast be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. L Actual (As-Built) Elevadou of the top of the lowest floor, iaduding basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest Boor, excluding piling and columas) is: Fr. NGVD (MSL). 1 Z Actual (As-Built) Elevation of Boodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at idc risk )f the Appl:can L. SECTION 7: COMPLIANCE .ACTION (To be completed by LOCAL ADh1fNISTRATORI The LOCAL .ADMINISTRATOR will complete this section as applicable based o❑ itl;peaion of the project to ensure compliance with the commuaiVs local law for hood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES Cl NO DATE_ BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCEfTo be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: P,ttachinent B 9AMP. E 'ERTIFICATF, OF r_OMPLIANCE [or DeveLnpment in a Special FLood Hazard Area 11111 I I I I 111 TOWN OF IOUTHOLD CERTIFICATE OF COMPLIANCE- FOR DEVELOPNIENT IN A SPECIAL FLOOD FL4ZA W AREA - - (8W`NE--NfUST R.F--TA-LN- THIS CF-RTIFICATEZ_ PRENIISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING Cl EXISTING BUILDING ❑ VACANT LAND TRE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED F7nTH THE REQUIREMENTS OF LOCAL LAW #_, 19 SIGNED: DATED: _ B. CO..".IPLL4NCE IS HEREBY CERTIFIED WITH "LTTE REQUIRENIENTS OF LOCAL LAW # 19, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: Robert James Higgins Architect, AIA 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 November 5, 2004 Town of Southold Building Department RE: Martkotsis Addition Williamsburg Road Southold, NY On Friday November 5, 2004 I visited the site to inspect the following: 1. Foundation in place with damproofing 2. Anchor bolt installation. Upon the inspection of the above items I hereby state that the work has been installed in accordance with the Construction drawings and in accordance with the 2003 New York State Residential Building Code. Respectfully yours, Robert James Higgins, AIA Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: D:\additions\martkotsis\energy.rck PROJECT TITLE: Additon to COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Famih HEATING TYPE: Non-Electric DATE: 04/30/04 DATE OF PLANS: 4-28-04 PROJECT DESCRIPTION: Martkotsis residence COMPLIANCE: Passes Maximum UA— 234 Your Home UA=234 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 122 30.0 QO 4 Ceiling 2: Flat Ceiling or Scissor Truss 150 30.0 QO 4 Skylight 1: Wood Frame:Double Pane with Low-E 32 0.340 11 Wall 1: Wood Frame. 16"o.c. 1300 19.0 0.0 57 Window 1: Wood Frame:Double Pane with Low-E 310 0.340 105 Door 1: Glass 40 0340 14 Floor 1: All-Wood Joist/fruss:Over Unconditioned Space 1170 30.0 0.0 39 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans. specifications.and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge,belief.and professional j_qjdguw9,spch plans or specifications are in compliance with this Code p a. ... � Builder/Designer Date_ r s ti y Vii.a4�XI1• - �==%A REScheck Inspection Cbecklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 04/30/04 PROJECT TITLE: Additon to Bldg. Dept. Use I Ceilings: [ ] I L Ceiling 1: Cathedral Ceiling(no attic), R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss. R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] L Wall L Wood Frame. 16"o.c., R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Wood Frmte:Double Pane with Low-E. U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ] No Comments, I Skylights: [ ] L Skylight L Wood Frame:Double Pane with Low-E. U-factor. 0.340 For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ] No I Continents: I Doors: [ ] 1. Door 1: Glass. U-factor: 0.340 Comments: I I Floors: [ ] 1. Floor L All-Wood Joist/Tmss:Over Unconditioned Space, R-30.0 cavity insulation Comments: I Air Leakage-. [ J Joints. penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated. or 2) installed inside an appropriate air-tight assembly with a 0.5' clearance from combustible materials. If non-IC rated. the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: J Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] I 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 I equipment must be provided. [ J Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. r Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. ( ] Supply ducts in unconditioned spaces must be insulated to R-8. [ I 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: [ 1 All joints. seams.and connections must be securely fastened n ith welds, gaskets. mastics (adltesives). 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. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting noncombustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air.as required by the Fireplace construction provisions of the Building Code o(.ti'ew Fork.State.the Residential Code of.S'ew Fork State or the New Fork Citv Building Code, as applicable. I Service Water Heating: [ 1 I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the svater 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: [ ] All heated sssiniming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ I I HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Tkickaess for Circulating Hof Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) UD to V 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 LO Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressureffemperature 201-250 LO 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 LO 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 LO and Brine Below 40 1.0 I.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FIELD INSPECTION REPORT DATE COMMENTS W Ila � o FOUNDATION(1ST) a -------------------------------------- FOUNDATION(2ND) �0 O J s ` 6 ROUGH FRAMING& PLUMBING Alf Z INSULATION PER N.Y. STATE ENERGY CODE FINAL V ADDITIONAL COMMENTS d -i ^oi N m U z n a lc' z l v a H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILD7AG Dave or need the following,before applying? TOWN $ALEPARTMENT Do you have Board of Health iI- SOUTHOLD, NY 11971 4 sets of Building Plans- e S TEL: (631) 765-1802 Planning Board approval � ,a— FAX: (631) 765-9502 Survey `'r 5 www. northfork.net/Southold/ PERMIT NO. 3o b re ix Check E f Septic Form N.Y.S.D.E.C.�xs Trustees 4 t Examined el-17 ,200(f Contact: ` 1 '^ Approved N ,20 0`J Mail to: U I Cli't' 1 Disapprovedwc (r �11 �4�ored�am�xlll��� Phone:1) l,-JJ3Sc),)' 17 Expiration .qlD-$ , 20.E Building Inspector 23 2004 APPLICATION FOR BUILDING PERMIT �nl Date 206(— LINSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (F I Sb16 f(_Glum 0' l I I (_. (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder a4AL-4- /� � ( &X-0� Name of owner of premises Cts n 5+0-n KC &S I S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location /of land on which proposed work will be done: 15 ��7i�I�QM`� �urGi W �:OLA-+L7o/( House Number Street Hamlet County Tax Map No. 1000 Section 7 � Block S Lot / Z Subdivision Filed Map No. Lot t (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy crry ne JaM�Q�I C S l cLe u,ry . b. Intended use and occupancy 6 rl't i 0-w klf-x 3. Nature of work(check which applicable): New Building Addition )( Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /Sd,000,00 Fee —� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. / 7. Dimensions of existing structures, if any: Front 7 0 Rear_ epth �j Z Height .j` k I Number of Stories Dimensions of same structure with alterations or additions: Front �J Z Rear 3 / Depth 3P, Z Height 2 8 Number of Stories C11- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 1f6 Rear ��(� / Depth 10. Date of Purchase 1 q,3( 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 )I premises? YES_NO 1A LY Names of Owner of remise 5 LYV04 ;)l f Address 0 Lk t l k kl),I Phone No. 516- 113 3"`i ^ 3 Name of Architect X be rt 6fi 1 a,5 Address501ixldxN �t h "`t Phone No .�o� 33S Name of Contractor J­e M56ea' g. ►IJA:We, Address vad�cua ' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES t/ 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 NE,W YORK) � S: COUNTY OFt J(GIr Ul Ck4 0 r' i being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, ' / (S)He is the �q (Contractor, gent, Co to Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sw to fore me this a� day of 20Cq _ Notary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC,State of New York No.01B06020932 Ouslified in Suffolk Coun Term Expires March 8,20(� S 5g'0"'ahv BAYV,Ew -- �, z29so. E y S.59.0/OROAD O•E. \� 160.00• O o p IN � V O — 40 ---� i SURVEY OF PROPERTY AT BAY VIEW co TOWN OF SOUTHOLD e4 SUFFOLK COUNTY, NY f7S , h nays 1 �I v 1000 - 78 - 05 — 12 as a F' SCALE 1" 40' N pavq � � _ . � io. ` 9 3 MAR. 20 1998 lune 9, 2004 CUTTERS AND DRYWELL TO BEI Q Y INCLUDED IN NEW CONSTRUCTION N. 59 0)0 . s eF I �' Sep;. /5, 2004 (gutters-B drywe//s) p 4' N/o/F 5+�. /60 00 I 1 I AN�EY °ETERS ( I IfOF N FN AREA = 28,6.57 sq.ft. Ewe y���t.MET?�, •p� ANY ALTERATK0IJ OR ADDITION TO THS SURVEY IS A VIOLATION OF SECTION 7209 OF Thr NEW YORK STATE EDUCA7M LAW EXCEPT AS PER SECTION 7209-SLOWIWN 2. ALL CERTFX:A�06 'J hERECW ARE VALV FOR THS MAP AND COPIES 7hEREO1F Q&Y F <. SAV MAP Oft COPES BEAR Thr SPRESSED SEAL OF Thr SURVEYOR 6 W OSE OW TURF APPEARS h WOW ADD ROAKLLY TO COMPLY WI7N SAV LAW THE TERM 'AL BY' E/ev�c f/ons are e�e e� ec( fo NG.V n PECONIC SC94VEYORS, mar BE USED BY ANY ASD ALL sLRVEYO s OW A COPY 15161 765 - 5020 OF ANOTIER SURVEYORS MAP. TERMS SUCH,tS 7�SPECTED'PhD ��ooL� ZONE Q 4�E� e P. O. BOX 909 TROUOff-TO-DATV ARE NOT 1v CgI ZW&, E WITN TIE LAM. F/2M COMMJN 1-ry-pm. 4 f. - IJO1230 TRAVELER STREET 360813 0079 ID SOUTHOLD, N.Y. U97/ 85-390 y GENERAL. CONSTRUCTION NOTES Nailing SCheduI6 for lateral and shear connection requirements in Exposure-B&C 20. Glazed openings in wind-borne debris regions (areas 22. Design Load Information: Description Number of nail spacing \ L All work shall conform to the 2002 Residential code or 10. No backfill shelf be placed against the foundation wells within hurricane prone regions within one mite of the a. Ground snow load: 45 par /"=-- outer third of Common nails NEW YORK STATE,Local Building,Zoning &The until But Boor framing ls in place or brace foundation coastal mean high water line when basic wind epee) is b. Rooms other Than sleeping; LL=40 Jef and even only P gi I i 11Q(mph) ,20(mph) New York Slate Energy Conservation Construction 11. Double joists under parallel partitions and under 110 miles per hour or greater or 120 miles per hour,shall DL=IOpsf ROOF FRAMING Code. ALL CODES shall supercede drawings and shelf whirlpools. Double frame around all openings in Boor meet the requirements rafter of the large missile feet of ASTM c. Sleeping mom: LL-30 paland DL=]Opel Rafter to top plate (toe-nailed) 4-8d 4-fid per requirementsbe Incorporated talo drawings whether Ihey are and roof fnml Ceiling joist to top plate (toe-nailed) 4-8d 4-8d per joist nH• E 1996 and of ASTM E 1886 referenced !herein. it. Roof: LL=30paf and DL=10 par Calling joists to parallel rafter(face-nailed) 7-18d 8-18d each lap indicated on the plan or not. 12. Meta(flashing shall be provided were concrete abut. (R301,2,1,2) e. Roof with cathedral ceiling LL=3opsrand _ Ceding Joists laps over partitions(taco-mall) 7-16d 8-10d each lap 2. The reference standard that was utilized in the Design of wood,and were clocks abut home fromiog. a. Exception: Wood structural panels with a DL=l5paf U I/4 inset l Collar tie to rafter(face-nail) 3-8d 4-8d per lie the structure is the American Forest&Paper Association 13. Joists hangers required at all flash structural load death,Man. �I Blocking to rafter(toe-nail) 2-8d 2-8d each end mlolmum Thickness of 7/16 Inch and ■ maximum f. Decks& exterior balconies: LL=60pef and 1/3 Jotat 2 ,, (AF&PA)wood frame construction manual for one-and bearing conditions. dent6, Max. � Rim Board to rafter(and nailed) 2-1 6d 2-18d each end span of 0 feet shall he permitted for opening DL=lOpaf 1/3 Jet �'-I�� Rafters to ridge, valla or hl toe-nail 4-1 fid 4-16d per rafter two family dwellings 1993 high wind edition(800-090- 14. All habitable rooms shall be provided with aggregate g Y P( ) P P HHreH protection. Parcels shall be precut to cover the g. Guardrails and handrails: LL=200pef depth,Mox. Rafters to ridge, valley or hip(face-nail 3-16d 3-16d per rafter 7732).THIS MANUAL shall be Incorporated Into the glazing of a minimum of 8% of the Moor area of that laud openings with Attachment hardware h. Attic without stone LL-10 per and DL= IOpsf 1/e Joist Hg drawings whether they arc Indicated on the plum operable not. room.The minimum opehle area(ventilation)shall be provided. Attachment shall be provided as i. Attic with storage: LL=20pef and DL=IOpsf depth' Max. WALL FRAMING 3. Written dimensions shall lake precedence over scaled provided at■ minimum of 4°h follows;Top plate to top plate(lace-nailed) 2-16d 2-16d per fool , J. Seismic design category C `^ Figur 3.2a Solid own joist and olio notching rind boring Ilmlta dlmsnsions• 15, All door and window headers to be 2-2150 anlese poled � - v J Tap plates el inlerseclions(face-nailed) 4-18d 4-16d Joints-each side Table 1609.1.4 k 3-second 1 Stud to stud face-nails 2-1Bd 2-16d 24" on center 4. The contractor prior to start of contraction shag verify otherwise. c/� ( d) Fastener Schedule for wood nlvwmd marvel: design gat wind speed of 120 mph. �/J Header to header(face-nailed) 16d 16d 16"o.c. along edges all dimensions,existing or mw mod be responsible for 16. Vent dryer to exterior and bathrooms sbell have Fastener Panel span Panel span Panel span 1 ' ' O Top and bottom plate to stud 2-16d 2-16d per stud field fit. mechanical ventilation when no window ls provided on W YP lee Type s than/ lees than/ leve than/ . All electrical State; "PuntaI_- Bottom plate to floor joist, band joist 2-18d 2-16d per fool 5plumbing shall conform to all State; switch. Built-up corner studs 10d 10d 24' on center Equal to 4' equal to 6' equal to 8' ENERGY NOTES Bulli-up girders and beams, 2-Inch lumber layers 1Dd 10d Ind,county codes,and shall he Inspected and approved 17. Guardrails aro required where the dlQerence in grade ie O a.°a,.1141 Nell each layer at 32"on center at top and bottom by the governing agencies. General contractor shall be more than 30 inches and openings in guardrails to be 4" 21/2"N6 wood 16" 12" 9" I. The Architect certifies that to the bee[of his knowledge, Z And stagger W gg r nails.Two nails et each end end el each splice responsible for all Installations,materials,design,etc. (lochs)maximum. Handrnib an required on stain with Screws or 10d belief and professional judgement, the drawings are in ;41i Ira°l 6. All footings shall bear on virgin, undisturbed soil with a 2 or more risen. 8316.1 .I °'ar em.am",.le, H R ( ) nails - compliance to the MECcheck report for the New York FLOOR FRAMING P P Z vas Hol.al•nailo Joist to sill, to late or girder(Toe-nail 4-8d 4-8d er oisl minlmam bearing capacity of 1-ton per square foot. 18. Smoke alarms{Shag be provided In each Bleeping room, 2l/1 NB wood 16" 16" 12" State Energy Conservation Construction Cole effective Q z non.swa P P ) P ) BY LNL � �mw P.M.u5swa Bridging to joist(Toe-hall) 2-8d 2-8ri each end 7. Poured In place concrete shall have an ultimate outside of each seponle sleeping area In the Immediate Screws July 3,2002. Blocking to joist (Toe-nail) 2-8d 2-8d each end comprssive strength at 28 Jays of 3000 psi,except vicinityof the bedrooms and on each oto of the O story • This table ie based on• maximum wind speed(3-second gat) 2. All HVAC systems shall meet lite NYS Energy Cole. It rwr. eel..ase Blocking to sill or top plate (Toe-nail) 3-16d 3-16d each block exposed dabs,garage slabs and steps shell be 3500 psi. dwelling,including basement and cella°.Alarm shall be of a 130 mph and a 33-fool mean roof height. shall be the responsibility of the General Contractor to W� Ledger strip to Beam (Face-nail) 3--16d 3-18d each Joest P ty U W.I.".•.va Joist on ledger to beam (Toe-nail) 3-8d 3-8d per joist (tandar Concrete=hail conform to the latest ACI Interconnected and hardwired to■commercial source. • Fasteners.tidl be Installed a[opposing coda of the woad submit the Design and drawings of the mechanical Z Band Joist to Joist End-nail 3-ifid 3-t8d per joist Standards, WHENEVER an alteration,addition or convention ls structural anel& ■ sterm stamped and scaled b a rofessional engineer if ( ) P 1 P Y P Y P g W � r'� H ' Band Joist to 5111 or lop plate (Toe-nail) 2-18d 2-i8d per fool S. Joist and Railer Framing lumber shill he DOUG-FIR N2 made to an existing sudden", the smoke detection • Where Screws are attached to mammary/stucco,they shall be required by the owner or building department. VI IL or better,E=1.6,F6=875 psi,repetitive member 1006 psi. system of the entire residence MUST be brought up to attached utilizing vibration resistance section having a 3. All ghee to be double insulated with LOW-E glazing and v FLOOR SHEATHING shall be center In the a minimum of Od common nails spaced ala maximum o161nches on When used as studs to mint wind loads Fb-1181psi code, hardwlmd and interconnected. 11317.1.1 H H panel edges and 12 Inches on center In the panel field. ( ) minimum ultimate withdraw capacity of pounds. a U tactor=.35 maximum. V J ^ 9. Basement with habitable space and every sleeping room 19. The Architect shall not be In charge or responsible for . The Home Owner Is responsible for attaching the plywood 4. Alf exterior doors (incl. Basement) to be insulated with a Ll Figure 3.2b Stud hatchhrg and boring Ilmlts ROOF SHEATHING ATTACHMENT REQUIREMENTS shall have al least am openable emergency escape as the construction phase of this project,and for W i panels to the windows and goon during■norm. U=.35 maximum and they shall be weather-stripped- I uxnsurwuuaaaec. Maximum nail spacing for Bit common nails follows: Minimum net clear opening of 5.7 square feet, interpreting the construction drawing,Building to CODE Self-closing and fire rated doom were required. _4 110(mph) 120 (mph) except grade floor openings to be miaimurn ml clear and observing the quantity and quality of work being _ U) Sheathing location' spacing at panel m Intermediate at panel at Intermediate opening of 5.0 square feet. Maximum sfll height to be 44 - performed, The Architect shall mi have control over or rAnLE wol 2nd Q J Ile fOL vio6io -f-'•)P CLIMATIC AND eM06RAPHIC DE515N CRITERIA 1 r Edges supports Edges Supports Inches above floor. Minimum net clear opening height of charge of and short not he responsible for the teRdRlD WeND SEISMIC °J9.IECT TO DAMA6E FROM WINTER ICE SHIELp PLODD W I*1 SI 7 3 R+GE Jrlu l Interior Zone 12"o.c. 8" 12' 0' ,2' 24 lochs,minimum ml clear o nim width to be 20 construction mea methods,techniques,and sequences SHOW Deslbn 1K H mer DE516N NVDERLAYMENT HAZAR09 'rip HAOauJ T' ,8'o.c. 8' 12' 8' 12' b eq WAD 5PEED( W ----- sEJe inches. (8310.1) or procedures. Slryp S•rJ 1-+1„iJrl C�TNV - '"V SAITSORY rewi�naW �'I'�eQa�e ,ciw,rt x ° IEMP ASP E. I ` •I Perimeter Edge Zone IT D.C. 6" 12' 6' B- 45�' I�o ` °C'a'° "�"'^'° Noama 15 cone NA II I �I ,rF3 it�' "� 16,D.C. 8" 0" 8' 8" W t:JL'T '^ .TyP 2vq WALL SHEATHING ATTACHMENT REQUIREMENTS - v J 0 JT 1,4 2w Maximum nail spacing for 5d common nails 2 -hju, HT • 1114' x20 gage-G185 110 (mph) 120(mph) 11/4'x 20 gage 1114'x 20 gage galy. Strap with Sheathing location spacing at panel at Intermediate at panel at Intermediate gaiv. Strap with 7.8d P T -8d gala. Strap with T-8d (/ Common nails in each Tsr4' 6" supports Edges Supports End C 1 nails In each Common nails In each \ SIM IOt O s.l r'I-r 5 /� ]]]111 End 18" to center. 11.41 M.J ,n Inlerlor lone 12' B' 12" 8' 12• / End ® 10'on center. End 10'on center' II rw NASI L vd: 18'D.C.ocB. 12' 8' 12' If' Or at each Rd.FiE I( ® Or et each stud. Lap (!i G b18• o.-r EI•cH 1x'°.'1 Wrap over utter and STJI� � strap under bottom of FLa!d N 4' Edge Zone 12"o.c 6" 12' 6' 12• 12 nail each side. sill and nail. - Ili"o.c. W 12' B" 8" NAWfJj� 1. For root and wall sheathing within 4 feet of the parameter edge of the root. Including 4 feet on each side of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. (-t.A•.ty - �l 2. Fasteners for Asphalt shingles shall be galvanized or stainless steel, aluminum or copper of ' J _ roofing halls, minimulq 12 gage shank with a minimum Wil inch diameter head.The fasteners -� 1114'x 20 gage 6Ac.J-I SILL, shell penetrate through the roof sheathing and comply with ASTM F 1867, � IUAI V TO gala Strap with 7-fid 11/4' x 20 gage Ie- cJ: ' I TYPICAL ANCHOR BOLT Common nails in each galv Strap with 7-fid _ Ep.eH SrLL 'A"x23'ocor5/S"x3B'cc- End ora r@EAW16"on CSTJo End nails in each a 2w Lr laura;e. yF. f�4°'''W1 3'',x 3"square washer. Hold 12' Wrap over rafter and Dry A,T IF tH serjo Endn I„y Ib cLr( e 24 tar, T ao� mllnlmum embedment of T with 16'on center. IL , 0 of I comer and hold 4'to 12'off nail each side. Wrap over rafter and EA.-H RAX�rela rn•jp.Hl 0. T c�f Saxh and of each sill plate. ( n��{h side ) la eJ Ge re~ Roof-to-Wall connection li ' FLZ �YI ¢xcJ Rafter-to-R&M COnnt?ction - - Foundation-Sill Dlafe-to-wall connection No ceiling attached to top plate Roof-to-WallConnection WhenExceptionar idge lies of nominal aro notumberrequired � o 1J E N PI L ^,'1 n o rJ ec ` lJ^4` T f, `r4 v,„ When collar Iles of nominal 2x4 lumber M�E TR CTI El-�✓Attaar•J iJnl.l. • 41Aw � W ON SH� A l r bFlyr Located In the upper third of the afllc space o �� a(' (SBIREMENTS M Ib �' 9P"`-�•+S ov G,� n ?.,7-X 1°HVia And attached to each air of rafters. 11/4'x 20 gag J \ (1115 j 10u�ouc) 4PPUEs oJL`9 u`1JC`!TO j ��-aTwro aAl.#yL P g CODES OF NEW YORK ST _ SLG (Jri,he 1. � w r 2.y2re, ut.ebL'i% Nall each and of collar tie with 5-8d nolle 185 gala. Strap 5 ,(,RA2aG�E I-'1AL4-S '�'J'', tea• "(Illi (JAOL �� 1114'x20 a 9 MPLYWI HALL C(> OF 51�1J JJ T IIA Ja4JTI1111 -fid Common neap J aiv. Strap gage 11/4'x is a �11�rt IK S TE & TOyVN DES G l2A DE„CorJS 18'on center wrap 9 P with 7 - gala. Stre �' /J°L• n�1 P J� 2pvG Gov FJZ under ail] and nail I I L To Common nails In e h Common p GoIJ TI J tJ o J S o� AT C A, ti 5'TJu p�LL EoGF� End 18'on co er. End (dj t �r'RED NO CON I NS OF Al, EACH do CERTIFICATION O x�nT 9ACA UTHOLOTOWIEb IF 2, -� -ro-I I.1 FsrC NAILING & CONNIE 10 - 2,rI-farg, %, SP^e-IBJ C1 bIREQUIRED. UTHOLDTOW N BOARD AU Isx Tllatoe '.,. �jGr2.Ca.Jy {�� 'f/�oi L-E �I...le �� UTHOLD TOWIS ES 41 rorl r+NlD TSP u n 1 1(o Odl , 1, -r S e-f. A-60%e E d I .rye �' t> ?KW£L� ----{y/ N� a rTJ o _ rjeu- pr45 Rp� o.G, FJAI J Y.S.DEC tdMn4 -aON-"`na�'e", P•N L hr� GV �PCc-IlJ�+1 9 PEfilHeftR- 1a g PLUMBING y R I v rov was - P YwOon P 10Pw04, F,euc> �TW,u:f wbra. (v I-h712I.1',A li ��� {J,64l.liJlA ALL PLUMBING WASTE O NC O 482 P/+blr-1G 1114'x 20 page a WATER LINES NEED Sao �sH� gala. Strep with 7,-8d TESTING BEFORE COVERING U LAWFUL L fl-M'HW a° 9° q'"'1"1O'M V IErf�'�1 LAV 2 x�{ Common nalls in each W 001fJ 5?I I'Ict LJ Grtl S End ® te'on center. SIC PLUMBER CERTIFICAT'O UT ERTIFICATE oarK'u r �gmrrAl 2R'IO, G E, t j, I SiMp� I HT512 ON LEAD CON TENTBEFO CUP �'�/ Ileal"'" Y -Ixl• T721H ec, 12 wiTrd In,. lad µN1, CERTIFICATE OFOCCUPA ""�an °SO Q -2NIeHl9A MAK e''�LH Joigl' SOLDER USED IN WA N�1 r` Tv;P ,? PLYSYSTEMC NN u�f �2w Isf4� .yr t+y N/ q f�lvel< Foundation-Sill Dlate to-wrall connection EXCEED2/100F 1/ i f1 L�J,ee Poarl ea-c.r4 a.+o ,rl D E:� B.P.a 3066 Stall arage Ovalle seE �w JrJ 5ww Wm o �. �s I r �r6a;etAam _( EIJ� �1AO�LG d a fo Y ' , 4il.�pyeJ 11 crl 5vi•I J19n 11teJ1W7 .� -� `rlhPralMMµJ! , eP ' -r� /�`� �}A _ �/" -'le i qE`0; �y�1 rr eel ee M4wr.�i6!'Pv.IeHo<ayl' (/V vTVIezt-4 wI1:1141 L 1� ,L ,` �� EE: BUILDING DEPARTMENT AT le ING INSPECTION8: W/ A"^ IJ70 Gor.IG(L)VfG GJ I.I;J� I bG�t•p.�11/ 1�' At l'� D*/�2HA �1l.T I/ ��/'c1 I� f.✓/ �t� - -IFOLLOW GAM TO 4PM FOR THE yl 1.004)6+4 I Vii OA cp k"I1to I .`l7 ."` e�.rp�.e - e/ " 1. FONDATION - TWO REQUIRED �}- '-l_ FOR POURED CONCRET .grwpl or, O T (fi� �rOvL tiJQr� 2. ROUGH - FRAMING 8 PLU GING !l(p j,a12tJ UJoelp a 1e�ptat7�il d�?AIL I� © �Tal� t ^ m _ 3. INSULATION Af;17yE N ) �o I%dM- _ pa.A1Cl. F�TFJe2 UPLIFT CONNECTIONS / ' Holz 4. FINAL - CONSTRUCTION MUST - �-'�-1. _ I�Q LJ IYZ�� -TS BE COMPLETE FOR C.O. R" ' 1 I 2x4 Continn°w _ `C Some details may not apply t0 title set Of drawings ALL CONSTRUCTION SHALL MEET ' T (' H oou U I j �lotorar bmaa at a'a.°. Tuan or Calling Joist Steel straps; ASTM A6;5 Grade 33, except when REQUIREMENTS OF THE CODES OF d ' In contact with concrete use G-185 Galy. Sire YORK STATE. NOT RESPONSI _ , _ m > v d er.l I 6 - 3-SOrI Nanta 0abta and Taus DESIGN OR CONSTRUCTI ♦: �il,Mjo`+ 3 p (%4tx Zo GAGE rel]❑ o o PH?4 W/ � � �� � \ � Uplift connection details on SCH•I Indicate uplift connections lidf?� - - ( __`=� �L6D(L arJb GEILI� C> �, ST204o w/ c ENDWALL-� 01 g•fS To transfer uplift loads from the roof assembly tot the foundation, ea lr1 1a-aa N.II. 1..Ja[ 1 m �.. 4{, rJ s1ae,Ws.4L m Install at all beating location In accordance with flits details or •h'Bd NAI(VNBEAWgiERSCERTIFICATE „ , K s A- A - - Install according to the 1NFCM Manual. E K-1 i fir' AEDUTAED d r A�T• ad Coabr N.IIs a ln"o,a, - - - BLOCKING The uplift connections for this Structure was design under: RETAIN STO t M z"r4"61oaN naltea to rah I�BLOCNINO - - (II,OII OG Exposure B category A� 'Tv(P• Praar0, T;fA, brow W llll 4-10d n.11. , � - P g rY PURSUANT T SE I sdu, mywrun B.nnl on o%' SECTION A-A Ina 110•mph 3-second gust wind speed LY W �H r°�•.-1 � I I rJ V)0 J 1 �12- I-� �,y/ .� �fZ OF THE TOWN 0 E. FLOon ^ ,a ;L m� � i 20 sag.at, Using the WFCM 1885 high wind Edition prescriptive design. O q [ `I sd Cooler Nnits at 7"D.C.,� - --- -- SOUT 'e�, � NX 10.8. Nall. ' 14107, 1-hl�vot.wIJ DcTa+i- ^Pip see;, so Wonatmis "I4 5 rlJlp CO tJ IU To lea 15th JCS pi oo4zs ��0 NOT PROCEED W H� he hitecl has not been rclnineJ for comtrudion A f "I°J � la X-re ILI U h�AMING UNTIL SURVEY phase of this project lhrmding o p e ri I rf Ll OF/FOUNDATION LOCATION supervision during R gums 3.8a Calling braising gable endwall rl/15 SEEN APPROVED, adniconstruction,strapcontract spec aJmlmlstrallon,Impceliomor RIJ({ute 3.8b Rioor braclug enllwall observing the quality and r, r quantity of the work being , TYPICAL ROOF Cosa A,AWhak Roof Shingles W/acc fasteners per shingles Installed per section R9052 loo a water shield per code section 039652.7.1 Solt,mdeflaymanl fell Framing per plan with W Exterior Grader Plywood Sh"Ming-sae(f#stoner , adrektde.deg aaM�t) TYPICAL SOFFIT e"Overhangs,typkal W Wood Fascia 6 e'wood rake ponds match exletinp-cover in alum,Vented Virryl Solid,Rafter ' Uplift connections at all Bearing locations,' TYPICAL EXTERIOR WALL 2 x e Wood Studs a 16'on carriJ able pl Double Top Plate, Single sole pleb,K' sr grade Plywood ShealhkV-kkq-see peslener schedule),Tyvec /,',,� How Wrap or equal, Vinyl oing to match erdatlng, ,dPpsvhde continuous n�-vent II n bundakon to wal reser spm inng. to wkn_as01141 iaa n y y 0 v oonnacdan a all bearing walls. -__-_ ."I�__ _.__ SSM dwp SCH-1 �� TYPICAL YPIC o tl wORloor,glue and � I TYPICAL FOUNDATION nail as Per fastmw fChe" _ In accordance with chepter'4 d Floorjolab per plan s.T�`Com '- _— 8'poured York Stele Code. Brkvm per oara-as Spens x-12 3 Conewall foonn9,2-2 x aconcrete wafl on �x 8' N TYPICAL lTION treated Alit plates, Sill seal,Termite extend Shield.to !foundation a wete to full I*peaad c0abrabe wag on I6'x / extend to wells or coil and at gap B'Concrete weft footing,2.2x — '/J� (L,I'� ( I�Tr,ell "M Ile or date Rtct st.p "Wed elk pia" SW ata _` ` iootln a r ootle 8403.1 5 -- - Ternite Shield,Amtssr 9ote as --- ---- ------•----- - ---*- Onlesing4vild 12' Per foundation ort comers mac. uplm stray T connectionat ale heerlig WOW D OPICA%2'thlck pound o DL s See awg SCw q Simpson PHOS Hold-down Concrete footing 6 3'- Zi 5 5G 13 r' wkh SAf' anchor end 14 SDS K - ((1� _� Diameter steel column c,`-�_P.2 o p N m INSULATION SCHEDULE - x 3'wood adaws.Provide at 15 l) 9 ROW to the MEC diacfc of gsngaYMNe Mid C1 �,I i 1' - I, compWnae report wWn this sat . , 1 0�4.11. see Foa �1 I ZN of pals or etfaoped thareot. _ in,) - . _ _ _ - ; INTFJtWRNaLLL FINISH VII��`Vy. _ -- - - +)sill elfastfaa d I u L\/L 1 I r n C lO Provide W Gypsum Work Q _ - e `2 �''Z'l .-��Zr -( ,y 8 {/ 9 8oatit an oekptga And Woks _� G�Poy '' I/ .._�.-- II7) alxoept baaaenenMt S unless N) 7 .I —*_--- 'noted, - I 1 �`---- I � of � 24"x24'24 po to $ryyt9' �201� 1. �?I�I�r F XArgktsoil for covereltporches 2xe or 200 traatad nailer Ing ( or tY cont.Pier for decks,4" 11 f lP yboard. uplift yam,t(j N At hok to frame wkh W boles I —� ace pee-Ses detail on dwg \ 24"an eanpN wkh Ue0 sch-1 for detail and strapping- /4' r 1 I Or tut 24 Wconnections. H'a" 4v1. _ -. --------- ------ -- --- ---- — --- ----- r I zkT of t f2- 3oo K, TYPICAL ROOF •` �r ?921>ta Z I.JI. A-j Chase A.Asphalt Roof Shingles Wiskfaatenarsper shingirlo F! I' ' 1 9 12 Inafalled.persectinn R1011152 loeI .3 seater"M per code " aec0onR9062.7,1 I. Iq yL 11 1"^' I� r.,, - =, M} 45 to undsda felt .z Framipll Per Pion villi '� � � ,fit `1 x ' �i'{2,�C W E/ yr+ard � rll g y X E)O c;n* {M mdwnm � x Oiraaghldgaae{hataror S'' ;aNitsl'pgtsr'it dpeck-t) T�^rPit:I4.SOFFIT _ ate Into Md 6r long. elm �lMrr erdeMngaai Out �"1NgIod FaipU&wood rake collet aiE'on oadM vakoally faaM led _ and 2 in n8 requ V' lorakate," --- _ I _ fi ICAC trXTffRIOk WALL o G(lP JI. 5 +0.uc 2 y� e"' j at9ry al+ / w x6 Wand it on _ I \ \ of a" W 2 F vi ur at yi Double Top Plate.Single M _ - _ _ - . _ . _ _ . wiBt$�3` ¢ U � w w G ." Pala plate, K"Exterior grade FOUNDATION FLOOD ' k ole t$ 01f o9rPA AMW bWd,, o w o 0 el' enMaohleeo VENTING ;0,fit gf�Q!'alldt --------,.--- - , - tW House Wnrp a equal, Vinyl I I At"of cranial IRWIN: 11106 d ;0fit le �P along batdatkx}ted vejoung.wx Mkpt ' B `f I l 2 U 1— , OPW*wa � •g *See connection BCH-id all�dq w� I//l It e, (TC) otaWI toe spaa"�110 eq , dogT kchasdOPagd4rg''1blcPd TYPICAL FLOOR llee fiP'W:WAw11�1`�e3N6Ytt[qh W plywood sub floor,gIW aM ail as per feetervar sicha" nBrMWnO Ra onde-ak sperte *-:u' ?IIS., . - '� ~ N F < u Fldor jrxa4 per plan 1 Ef( . - I _. _ - - __.__. _ . 4 LUWZ � w TYPICAL FOUNDATION - y ' bath \ ALU M — ,.r C5 a 2, °e W CONSTRUCT" Q Poured depends well on 16'x - ysto w -<j 6Concrete wall Aar+sty amP4N soeavt _ Eimer �1q6 Mli�r�ylNgi�pt vi -[4 ,¢ G� TemNOrBNMp',AnchgrBnlpas pr, tluletlse. 1lriPr ✓ pa tqurWatloa as MtF , INSULATION 80HEDULE ,R,,N�l,rr�W...k,M IaG`�(dleah --.-- - + °4 •�� r .,.�iniellance mW within this set - of Wena x atlaohetl Maem. 4�'ft p,t 11, INTU RIOR WALL FiNL'8H fir.,• 4,�r`�,,,,_ t-"'"i �i) ', 'PrMi9e t4'GypsumWag Bondi on oslllry)aAnd Wags extapt - . ' . Osaamatrb 8 vokaa noted, 2 II� STI` r7wP I �Itj — --- rr ILI �Nj Ll l 111 i r21 �raE S r7 -- pv -- --- ---- -- -/ NY -.- ------ l — ---- -- wz ---- m LU i -- - - - i - - - - g - - -- - - � ! IMMLI)t9 - _. f Z °¢ zlz 77 r J R = Q 3 t I i I ' ,o JO-J G.4�P�c � wpm LI - - `t I _N Applicant/ ' Date. y Owners Nae:, , m ` 'Reviewed: l Architect/ Date _ C-nii Leer: Submitted: a3 SCTM #: ag District: 1.000 Section: 131ock: S— Lot: I'rojccl Subdivision Name: r Sin&Ie&separate Required celtlfication : (Yes f N�LtJ Req. Req Zouiug UislricC O (Lot size: Actual_?tt 6$ I (I of coverage e/2& x�xr . Req. Rcq . (rronl Yard _Proposed: (Side Yard �S 31 Proposed: juR� i Q (Rear Yard Proposed<Jlt— I Project Description: AGEIYC .RM7'rc RmUIRFD FOR REMW NO XM Suffolk County Health Dept. New York State. D. E.C. AI ' Town fin>Istees Town Zonwg Board approval: ✓ l" Town Planning Board approval: • Flood Plane Elevation??? Flood Zone: bb w Ute. f