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HomeMy WebLinkAbout38364-Z �trrir Town of Southold Annex 8/8/2014 P.O.Box 1179 54375 Main Road D Southold,New York 11971 r;yr�x CERTIFICATE OF OCCUPANCY No: 37077 Date: 8/8/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 785 Inlet Ln, Greenport, SCTM#: 473889 Sec/Block/Lot: 43.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/12/2013 pursuant to which Building Permit No. 38364 dated 9/27/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: SINGLE FAMILY MODULAR DWELLING WITH FRONT COVERED PORCH AND ATTACHED GARAGE AS APPLIED FOR The certificate is issued to Clemente-Papadopoulos,Jacqueline&Papad (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0025 07-28-2014 ELECTRICAL CERTIFICATE NO. 38364 07-16-2014 PLUMBERS CERTIFICATION DATED 07-21-2014 E and Metz-Branch Pl mbing Auth Siature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ` * BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38364 Date: 9/27/2013 Permission is hereby granted to: Clemente-Papadopoulos, Jacqueline & Papadopoulos, Yiannis 28-33 209 PI Bayside, NY 11360 To: Construction of a new single family dwelling as applied for per SCHD approval and DEC non-jurisdiction letter. At premises located at: 785 Inlet Ln, Greenport SCTM # 473889 Sec/Block/Lot# 43.-2-4 Pursuant to application dated 9/12/2013 and approved by the Building Inspector. To expire on 3/29/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,857.60 CO -NEW DWELLING $50.00 otal: $1,907.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BU"ILDINC DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be.filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of'electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. SubmWPlanning Board Approval-ofcompleted site plan requirements. B. For existing buildings(prior`-io April 9, 1957)"non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building S50.00,'Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 I Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: _ ��S �fJ r L p G /L C—&A j P p�e t House No. Street Hamlet Owner or Owners of Property: ;4 �� �1,�7 Uy L vS Suffolk County Tax Map oto 1000,;Section `' Block � Lot ` Subdivision - :Filed Map. Lot: - T Permit No. 7S ^�P _Date of Permit. 'q Applicant.- Health pplicant:Health Dept.Approvil: Underwriters Approval: Planning Board-Approval: . Request for: TemporaryCertificate- Final Certificate: (check one) Fee Submitted:$ �Q " ppiicant Si nature *pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(D_town.Southold.ny.us Southold,NY 11971-0959 �Q �yCUUNV,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Papadopoulos Address: 785 Inlet Ln City: Greenport St: NY Zip: 11944 Building Permit#: 38364 Section: 43 Block: 2 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T Metz Electric License No: 4525-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 3 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt EmerRgency Fixture Time Clocks Disconnect 200a Switches 4 Twist Lock Exit Fixtures TVSS 11 Other Equipment: MODULAR HOUSE, NY State approval #19-59548, 200a overhead service Notes: Inspector Signature: Date: July 16 2014 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: Building Permit No. 383 b q Owner: PQM C-d O OUJOS (Please print) Plumber: td Ward Metz' &-anch PI UMbi�?,q (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1'y ( umb Signature) Sworn to before me this 2 day of 20 LI X111 Notary Public - State of New York No. O1 MA6243892 00**t fttz� Qualified in Suffolk County My Commission Expires July 25 2015 I Notary Public, County ! ��, JUL 3 1 _a ' P (631)650-6666 F (631) 650-6667 ,�► C (516) 658-0325 C O N N E L L www.tocarchitects.com ]PA � CHITECT P. C. todd@tocarchitects.com Wednesday,July 16, 2014 Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 Re: The Papadopoulos Residence 785 Inlet Lane Greenport, NY 11944 Permit#38364 To whom it may concern, Please be advised that I have inspected the porch at the above-referenced site and have determined that porch in place has been secured to the structure and meets New York State Residential Building Code requirements. Please feel free to contact our office with any questions or concerns you may have. Very truly yours, A, e r a� � * Ir7i Todd O'Connell,AIA JUL1 a 3 2014 TOC:mk L__7 _._ t IF lam-one M,Mlflq�� 3 73 Of So�ryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 PECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMA lv L"A \J DATE 3 INSPECTOR 3 k3' 6? gso TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE7zc2 AL (FINAL) REMARKS: �"�— L. DATE l �v � INSPECTOR ✓� s co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND SULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKSi� A4, Jtx__o&-t 7—c f_ZN, DATE - —INSPECTOR f 53 q SOUlyOI o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ FFINAL H PLUMBING [ ] FOUNDATION 2ND [ ATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C2 0 J O:TDATE �r INSPECTOR r4f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST I ROUGH PLUMBING FOUNDATION 2ND ] INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE INSPECTORT' coubums iL i _ owl'� NPAPOWWW."I. • r c : tt FAIr Iwo t: t t:at• • t ,AILVAr•�l�� t TONNA OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST )3UILDING DEPARTMENT Do you have or need the following before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey ✓ SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees _ Flood Permit Examined ,20 Storm-Water Assessment Form ---- Contact: Approved - r�0rc, Mail to: Disapproved a/c LJ AUG U 2013 1�--� r7� CC m 20 Phone: W -U L4 �J Expiration ,20 F � Bi.LC, OUT, --�� TOdLD Building Inspector APPLICATION FOR BUILDING PERMIT Date ' , 20 13 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets oflans,accurate plot plan to scale. Fee according to schedule. Ib. 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. Cedar knobs, 1h� . (Signature of applicant or name,if a corporation) 9'DD wa -ca?%hre, PorWbMorraa Al Y 11779 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder &eho-oJ COhtra cfor Name of owner of premises yl apn S 4� Jac e ll h(f., Pa pGl�o ulys (As on the tax roll or latest deed) If applicant is a corporation, signaturepf duly authorized officer �}oc.Jarcl i�,Qof_s , IMS . (Name and title of corporate officer) Builders License No. 9,? 0 // Plumbers License No. Z22 _V Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 7 8 5 :rntef Grine,, 6rieenoor4 N House Number Street Hamlet County Tax Map No. 1000 Section y 3 Block 2 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy y a C amt b. Intended use and occupancy -fal-lvl y rnf lcle c , 3. Nature of work(check which applicable):New Building 4v Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �, 0(90 ' 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 2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front N/A Rear /VIR Depth Height /V/ Number of Stories n/zCl Dimensions of satructure with alterations or itions: Front �Re Depth V Height Number of Stories u f 8. Dimensions of entir new construction: Front y 9 t Rear I Depth 27 - 2- (491 Height ' Number of Stories- G 2 9. Size of lot: Front 5�' Rear D cJ , Depth 425-/ 10. Date of Purchase ZAiame of Former Owner 11.Zone or use district in which premises are situated "I f 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES >( NO -785 rniettGur'k'- 14.Names of Owner of premises Pai adoLoul oS Address e rzenPor i'Ny ileN4 rnone No. C9/�)toy-3�i/9 Name of Architect Todd o°tonne it Archife&4' Address su�20,flaid�ge a�"`'rPhone No Name of Contractor Cedar Xtiolt C'Mhc- Address 9SO, :; Nv„ng Phone No. L0023i-15/8' 231-15/8' 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 V 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO X— * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS�� CvrA V ze(}L$ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the l oY X'flc- row (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 2013 LI A Signa a of Applicant Notary Public - State of New York No. 01 MA6243892 Qualified in Suffolk County M Commission Ex ires Jul 25, 2015 New York State Department of Environmental Conservation _ Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 •Fax: (631)444-0360 Website: www.dec,nv.aov LETTER OF NO JURISDICTION Yannis & Jackie Papadopoulous 2833209th Place September 27, 2013 Bayside, NY 11360 Re: Application #1-4738-04288/00001 785 Inlet Lane, Greenport SCTM # 1000-43-2-4 Dear Mr. & Mrs. Papadopoulous: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the 10 foot elevation contour line, as shown on the survey prepared by Martin Hand last dated August 30 2013, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, 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 disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. 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, ark Carrara Permit Administrator cc: Shawn Barron BOH-TW SHAWN M. BARRON, M.S. P.O.Box 494;Bridgehampton,NY 11932 631.786.6672;888.371.1833(fax) Email:shawn@barronenvironmental.com June 12,2013 Erica Gulotta Cedar Knolls Inc. 900 Marconi Avenue Ronkonkoma,N.Y. 11779 Re: Site Inspection Situate: 785 Inlet Lane,Greenport,NY SCTM#: 1000-043-02-004 Dear Ms. Gulotta, On June 11, 2013, I personally inspected the subject property and surrounding area for the presence of wetlands. I am pleased to report that there are no wetlands on or within 100-feet of the subject property. The closest wetlands are approximately 140'away to the east, across Inlet Lane. Should you have any questions,please do not hesitate to contact me. Sincerely, Shawn M. Barron, M.S. I o��OF Sn�jryo ti !o Town Hall Annex Telephone(631)765-1802 54375 Main Roadr P.O.Box 1179 G Q roaer.n �w sai�Jt"0 W Southold,NY 11971-0959 APR i 62n14 BUILDING DEPAR'TMEN'T` TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPE REQUESTED BY: Date: G Company Name: 00 Name: License No.: a Address: Bch Phone No.: j JOBSITE INFORMATION: (*Indicates required information) *Name: J Ce 1- Gt/°Ct V *Address: �n *Cross Street: *Phone No.: Permit No.: 3 L Tax Map District: 1000 Section: Block: / 1 Lot:T 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: 4a/ NO Rough in ' al *Do-you need a Temp Certificate: ES NO , Temp Information(If needed) 1 *Service Size: �ha 3Phase 100 150 200 300 350 400 Other * ce: Re-connect Underground Number of Meters Change of Service Overhead Additional Information:, �7 PAYMENT DUE WITH APPLICATION I- , 82=Reque for Inspection Form Ci� 7189902002 03:34:58 p.m. 08-22-2013 1 /9 Fidelity National Title ~ INSURANCE SERVICES,LLC 1415 Kellum PI.Suite 202,Garden City,NY 11530 Phone: (516)741-5050 Fax: (516)741-5363 Title No. 12-7405-64312SUFF DISTRICT: 1000 SECTION: 043.00 BLOCK: 02.00 LOT: 004.000 Town of Greenport,New York Gentlemen, Fidelity National Title Insurance Services, LLC hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. Fidelity National Title Insurance Services,LLC certifies that the above captioned property has been in single and separate ownership and his/her predecessors in title since prior to 1983,except as follows: (SEE ATTACHED CHAINS OF TITLE) The liability of the Company is limited to the amount of the fee paid. DATE: September 11,2012 Fidelity National Title Insurance Services,LLC Robert Samuels, Vice President Sworn to before me this I I"day of September,2012 Notary Pub ROSS 8 RUMSKY NOTARY PUSUC-STATE OF NEW YORK No.02RU4860261 Qualified In Nassau County Variance My Commission Expires August 31,2013 (Rev 11/99)(Variance) 7189902002 03:35:05 p.m. 08-22-2013 2/9 Title No. 12-7405-64312SUFF STATE OF NEW YORK) ss; COUNTY OF SUFFOLK) Robert Samuels,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: 785 Inlet Lane,NY That the said records indicate the following chains of title as to premises and adjoining lots prior to July 1, 1983 Subject premises: District 1000 Section 043.00 Block 02.00 Lot 004.000 Velimir Vrankovic and Heda Vrankovic To Radmila Gavrilovich Dated February 23, 1980 and recorded March 3, 1980 in Liber 8786 page 310 Radmila Gavrilovich i To Yiannis Papadopoulos and Jacqueline Clemente Dated and recorded June 4,2012 in Liber 12695 page 244 Fidelity National Title Insurance Services,LLC Robert Samuels, Vice President Sworn to before me this 11"day of September,2012 Notary Public ' ROU 8RUMSKY NOTARY P1161104TATI OF NOW YORK NO.02RU4860961 CualMod In Nonau GauntY My C~kftn txplal Auputt Si.1016 Variance (Rev 11/99)(Variance) 7189902002 03:35:13 p.m. 08-22-2013 3/9 Title No. 12-7405-64312SUFF Premises to the North: District 1000 Section 043.00 Block 02.00 Lot 002.001 As to northerly 100 feet: Austin L. Davison To Ruth L.Young Dated June 28, 1956 and recorded July 2, 1956 in Liber 4136 page 502 Covers all of premises and more. Ruth L. Young To John Skopek and Teresa Skopek,his wife Dated January 11, 1963 and recorded January 18, 1963 in Liber 5294 page 581 Northerly 100 feet of premises. As to southerly 100 feet: Ruth L. Young To John Skopek and Teresa Skopek,his wife Dated January 11, 1963 and recorded January 18, 1963 in Liber 5294 page 585. Southerly 100 feet of premises. (Now Skopek's own all of premises) John Skopek and Teresa Skopek,his wife To Paul Kyer and Paul Desloover,as joint tenants Dated June 19, 1965 and recorded June 24, 1965 in Liber 5767 page 398. Covers all of premises. Fidelity National Title Insurance Services, LLC Robert Samuels, Vice President Sworn to before me this 1 ld'day of September,2012 Notary Public RQSi 8 RUMSKY "WARY POLI STAII f NEW YORK ou Variance 1OSSI `^E+�pl�s awust 11 2013 MY Ca�►�°^ (Rev 11/99)(Variance) 7189902002 03:35:21 p.m. 08-22-2013 4/9 Title No. 12-7405-64312SUFF Continued Premises to the North: District 1000 Section 043.00 Block 02.00 Lot 002.001 Paul Kyer and Paul Desloover To Harold R.Breibart and Marta R.Breibart,his wife Dated September 21, 1970 and recorded September 28, 1970 in Liber 6814 page 580. North 100 feet of premises. v Paul Kyer and Paul Desloover To Martha R.Breibart Dated November 9, 1970 and recorded November 9, 1970 in Liber 6836 page 527. Southerly 100 feet of premises. Harold R.Breibart and Martha R.Breibart To Barbara A.Byrnes Dated October 31, 1975 and recorded November 10, 1975 in Liber 7940 page 65. Northerly 100 feet of premises. Martha R.Breibart To Barbara A.Byrnes and Marie G.Byrnes Dated June 9, 1978 and recorded June 19, 1978 in Liber 8446 page 581. Southerly 100 feet of premises. Fidelity National Title Insurance Services, LLC Robert Samuels, Vice President Sworn to before me this 11`"day of September,2012 NotaryPublic ROSS S RUMSKY NOTARY PUBLIC-STATE Of NEW YORK No.02RU4860261 Ouollf4d In Nassau County My Commission Expires August 31.2013 Variance (Rev 11/99)(Variance) 7189902002 03:35:28 p.m. 08-22-2013 5/9 Title No. 12-7405-64312SUFF Continued Premises to the North: District 1000 Section 043.00 Block 02.00 Lot 002.001 Anne Lawrence,Patricia Hentschel and John C.Orr,as Co-Executor of the Estate of Barbara A.Byrnes To Anne Lawrence,Patricia Hentschel and John C. Orr as Trustees of Trust#2 under the Last Will and Testament of Barbra A. Byrnes, as to 50%interest;and Anne Lawrence, as to 18.75%interest,Patricia Hentschel as to 18.75%interest,Mary E.Nugent,as to 6.25%, Jane Kiewra as to 6.25%,individually Dated October_, 1994 and recorded December 2, 1994 in Liber 11704 page 890. William L.Byrnes and Patricia Byrnes Nugent,as distributees of Marie G.Byrnes who died on June 1, 1979 To Anne Lawrence,Patricia Hentschel and John C.On,as Trustees of Trust#2 under the Last Will and Testament of Barbara A.Byrnes, as to an undivided 50%; Anne Lawrence, individually,as to 18.75%interest; Patricia Hentschel, individually,as to 18.75% interest; Mary E.Nugent,individually,as to 6.25%interest;and Jayne Kiewra aka Jane Kiewra,individually,as to 6.25%interest, Dated June 12, 1997 and recorded July 19, 1997 in Liber 11843 page 445 Anne Lawrence, Patricia Hentschel, and John C. Orr, as Trustees of Trust # 2 under the Last Will and Testament of Barbara A. Byrnes, as to an undivided 50%interest; Anne Lawrence, Individually, as to 18.75% interest; Patricia Hentschel,individually, as to 18.75%interest;Mary E.Nugent,individually,as to 6.25%and Jayne Kiewra aka Jane Kiewra,individually,as to 6.25% To Jere V.Jacob,as to 10%interest;Elsie M.Jacob,as to 90%interest,as tenants in common Dated July 11`s, 1997 and recorded July 29, 1997 in Liber 11843 page 446. Jere V.Jacob as Executor of the Last Will and Testament of Elsie M.Jacob To Jere V.Jacob Dated November 28,2007 and recorded December 3,2007 in Liber 12532 page 341 Fidelity National Title Insurance Services,LLC Robert Samuels, Vice President Sworn to before me this 11"'day of September,2012 Notary Public ROSS S RUMIKY NOTNIY pUBtIC-STATE Of NSW YORK No.0211114880261 G wlNlod In NGSWU COUIVY My Canmlaloo Saplres August III,5018 Variance (Rev 11/99)(Variance) 7189902002 03:35:39 p.m. 08-22-2013 6/9 Title No. 12-7405-64312SUFF Premises to the West: District 1000 Section 043.00 Block 02.00 Lot 003.000 Austin L.Davison To Ruth L.Young Dated June 28, 1956 and recorded July 2, 1956 in Liber 4I36 page 5020 Covers all of premises and more. Ruth L.Young To Martin C.Pfeffer and Doris C.Pfeffer,his wife,and Martin Pfeffer and Catherine Pfeffer,his wife Dated May 15, 1961 and recorded May 18, 1961 in Liber 4988 page 51 Martin C.Pfeffer and Doris Pfeffer,his wife,and Catherine Pfeffer To Martin C.Pfeffer and Doris Pfeffer,his wife Dated February 13, 1976 and recorded November 10, 1976 in Liber 8138 page 403 Martin C.Pfeffer and Doris Pfeffer,his wife, To Dimitrios Sariyiannis and Christina Sariyiannis,his wife Dated September 16, 1977 and recorded September 25, 1977 in Liber 8313 page 342. Fidelity National Title I ee-Service,�,LLC Robert Samuels, Vice President Sworn to before me this 1 ld'day of September,2012 Notary Pub is sass s auataKY WARY PUBLIC-STATE OF NEW YORK NO.02RU4850261 amotled In Nassau COUnly My COMMWW 1011,Au4us 31 Variance (Rev I V99)(Variance) 7189902002 03:35:47 p.m. 08-22-2013 7/9 Title No. 12-7405-64312SUFF Premises to the East: District 1000 Section 035.00 Block 02.00 Lot 027.000 fka District 1000 Section 043.00 Block 02.00 Lot 005.000 Austin L. Davison To Ruth L.Young Dated November 9, 1955 and recorded December 27, 1955 in Liber 4044 page 564 Covers premises and more. Jean H.Tuthill,as the County Treasurer of the County of Suffolk To County of Suffolk Dated April 19, 1988 and recorded April 19, 1988 in Liber 10585 page 62 Fidelity National Title Insurance Services,LLC Robert Samuels, Vice President Sworn to before me this 11`s day of September,2012 Notary h9re ROIs S RUMSKY NOTARY PUBLIC-STATE OF NEW YORK No.02RU4860261 CYollfbd In Nossou County Mr C00111MWOn EXPI M August 31.2013 Variance (Rev 11/99)(Variance) 7189902002 03:35:54 p.m. 08-22-2013 8/9 Date: August 27,2012 Report Date: September 6,2012 Title No: 12-7405-64312SUFF Closer: Applicant: Jacqueline Clemente-Papadopoulos Bank: Purchaser: Bank Attorney: Owner: YIANNIS PAPADOPOULOS and JACQUELINE CLEMENTE PAPADOPOULOS Seller Attorney: Premises: 785 Inlet Lane,NY Salesperson: House Account County of Suffolk County: Suffolk Filed Map: No.: Phase/]Block: Unit/Lot: Dist: Sect: Block: Lot: Type of Insurance: 1415 Kellum Pl.Suite 202,Garden City,NY 11530 Phone(516)741-5050 Fax(516)741-5363 7189902002 03:35:59 p.m. 08-22-2013 9/9 "Ffdelity National TiNe insurance Services,LLC Application Date:August 27,2012 Report Date:Se tember 6,2012 Title No. 12-7405-64312SUFF APPLICANT: . AMOVOKO INSURANC Jacqueline Clemente-Papadopoulos 28-33 209th Place BAYSIDE,NY 11360 Phone:(718)2254641 IN ORTGAGE: Sales Rep:H LENDER ATTORIitl. PURCHA OVINP YIANNIS PAPADOPOULOS and JACQUELINE CLEMENTE OWNE `' , ORNE -_,," PAPADOPOULOS SURVEY P C NS: CO Y�RGES: Examination of Title $ 300.00 Sales Tax(8.87513/6) $ 26.63 MEMISES: 785 Inlet Lane,NY Sub-Total $ 326.63 County of Suffolk DEPOSIT $ -325.88 Filed Map: No.: Phase/Block: Unit/Lot: Dist: Sect: Block: Lot: EC UCTIONS: REC GES: Sub Total: $ 0.00 : , :ALWL CHARGEii,340 V. 1415 Kellum Pl.Suite 202,Carden City,NY 11530 Phone(516)741-5050 Fax(516)741-5363 �o��pF SO!/ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 'Q eigu July 16, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Cedar Knolls Inc 900 Marconi Ave Ronkonkoma NY 11779 Re: Papadopoulos, 785 Inlet Lane, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: "NOTE: Certification by an architect or engineer is reor footings,framing and strapping for covered porch built on site per inspection dated 6/25/ _„- Application for Certificate of Occupancy. (Enclosed) U- j Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. "—Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Fin I inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38364— New Dwelling CE KNOL 'Building our Reputation One Home at a Time.' Cedar Knolls Inc. 900 Marconi Avenue Ronkonkoma, N.Y. 11779 Ph:631-231-1518 1-866-374-1518 Fax:631-231-1625 www.cedarknolishomes.com From: Jasmine Wolber [mai Ito:jasmine0cedarknolIshomes.com] Sent:Tuesday, July 22, 2014 5:14 PM To:jamie.richter@town.southold.ny.us Subject: Request for Final Storm Water Approval Hi Jamie, I wanted to send you an email to request the Final Storm Water Approval for 785 Inlet Lane Greenport NY, Building Permit#38364, 1 know you had inspected the property already,not sure if we need anything else or you can issue it. Best Regards, Jasmine Wolber-O'Keefe Ext 216 CEnA KNOL 'Building our Reputation One Home at a Time.' Cedar Knolls Inc. 900 Marconi Avenue Ronkonkoma,N.Y.11779 Ph:631-231-1518 1-866-374-1518 Fax: 631-231-1625 www.cedarknolishomes.com 2 Verity, Mike From: Richter,Jamie Sent: Monday, August 04, 2014 9:53 AM To: Verity, Mike Cc: 'jasmine@cedarknolishomes.com' Subject: RE: Request for Final Storm Water Approval Mike Verity Building Department The installation of drainage at 785 Inlet Lane in Greenport has been inspected by the Engineering Department. All installations of required drainage structures and drainage piping are considered to be Satisfactory. The Requirements for Stormwater Management in the Town of Southold have been satisfied. If you have any questions please do not hesitate to contact my office. James A.Richter Office of the Engineer Town of Southold,New York Stormwater Management Control Plan Website: http://www.southoldtowmy.gov/index.aspx?nid=l 95 Office: 631-765-1560 Cell: 631-926-9430 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. From: Jasmine Wolber [mai Ito:jasmine(cDcedarknolIshomes.com] Sent: Friday, August 01, 2014 2:51 PM To: Richter, Jamie Subject: FW: Request for Final Storm Water Approval Hi Jamie, Can you please let me know what you need for the final Storm Water Approval? Best Regards, Jasmine Wolber-O'Keefe Ext 216 i SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR ZzwMICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765 1560 Fax. (631)-765 9015 0101 IT. C O 1 INtom"a}1 OWN.SOU'f IOT.DNY i;S �f�t� ���1�y� 11�;} R1CI_fT`FR a r, i �4)[ OFFICE OF THE ENGINEER SEP TOWN OF SOUTHOLD T STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department PLEASEATTACH. FROM: Buildi g 7/D partment 4/""A dopy of the completed Application for DATE: Building Permit APPLICANT: �A complete set of Building Plans ❑ A completed Chapter 236 Stormwater PERMIT#: Review Checklist S.C.T.M #: BRIEF PROJECT DESCRIPTION: cI a-\,) -b ,� l��ls-Ffi�, ( Ylec,J S\ Al AM1t w �(�1pe✓1(�� �c t�y-\ Wr lcn t mfe . ! `. e; 7/22/2013 DATE: v ~° CHAPTER 236 APPLICANT: S.C.T.M.#: Stormwater Review Checklist PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: V a. location and description of property boundaries b. total site acreage- c. creagec. existing and natural and man-made features on and within 500 feet V/ of the site boundary as required in§236-17(C)(2). d. test hole data indicating soil characteristics and the depth to water e, proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site(minimum 2' interval) V g. location of all existing and proposed structures,roads,driveways, ti/ sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas 1. location of the proposed concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for plan approval)provided for: a. erosion and sediment controls b. construction entrance 6/1 c. inlet structures(e.g. catch basins,trench drains,etc.) d. leaching structures(e.g. infiltration basins,swales,etc.) SURVEY OF CERTIFIED T0:JACQUELINE PAPADOPOULOS YIANN/S PAPADOPOULOS DESCRIBED PROPERTY SITUA TE A T JOB NO.:9&EF#yf MAP NO.: FILED: SUFFOLK COUNTY, NEW YORK REVISIONS: up,^f n LOC. WETLAND FLAGGING 7/16/13 �`��A\ REV.TO INCLUDE SOUTHOLD A\\y 20 10 0 20 40 60 80 100 120 140 160 180 STORMWATER 8/28/2013 SCALE: 1"=40' DATE:APRIL 2 2013 v, h t f LICENSE NO.:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE N FLANDERS, NEW YORK w E 11901 TEL:(631)-369-8312-FAX.•(631)-369-8313 S.C.D.H.S. ENDORSEMENTS COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE 0.391 ACRE LOT AREA: 17,027 SQ.FT. CONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. = ELEVATIONS HEREON REFER TO NA VD 1988 DATUM PROPERTY LIES ENTIRELY WITHIN FLOOD ZONE X PROPOSED SANITARY CROSS SECTION AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103C0176 H-EFFECTIVE DATE.SEPTEMBER 25, LOC10 CASTIRONCOVER rocRADE 2009 PAPE-:15.0' ARS DE 114-F.PITON MIN PIT MIN 8"MIN. 1.a MAX ALL ADJOINING PROPERTIES SERVICED BY PUBLIC WATER IW.:+ INV.:IZ3 1� 1 .: . INV.:1.S'3DIAX DEEP 3'EFF DEPiN " UNLESS OTHERWISE NOTED. 3'MIN. NO WELLS VISIBLE WITHIN 150'OF SUBJECT PROPERTY. ELaa Fl:pROOF ES: GROUNDWATER RUN OFF SHALL BE CONATINED BY LEADERS GUTTERS THAT EMPTY TO DRYWELLS. (2) 8'DIA.X 4'DEEP L.P.'S � -: �� DWELLING FIRST FLOOR FOOT PRINT= 1,944 SQ.FT. r DRYWELL CAPACITY' 1,944 X 0.166=323 CUBIC FEET(REQUIRED) 8'DIA.X 8'DEEP L.P.'S=338 CUBIC FEET(PROPOSED) TEST HOLE DATA a:12.0' "AD D IT lolik, DRAT t4A G�-'- RU tR 64) TOPSOIL -0.5' ���` SANDY LOAM l�'se 086 oo�n q d, L9_ `t+ct�W wAr S AI NAGS -2.5' - GOµ7AGY SNC Al eek ti> 1���'A1�TW • ' ��- MIXED I N'5pe. ct1 o" ©r I-;5 PN 9"Ara) SAND -9.0' EL.3.0'(G/VVATER) (16s- WATER IN MIXED SAND -14.0' LAND NOW OR FORMERLY OF M.JACOB TEST HOLE BY ELSIE JERE V JACOB& HANDS ON SURVEYING 4/2/13 8:00 AM N 84°50'50"E 103.92'_ CONC.MON. I Ey.13.2' CONC.MON. FN 0.2'W EL 12.5' PROPOSED � CONCRETE CA 1 J WF-19 ASNOUTAREA ---------1 I� N I,y / ad GO / 1�\ � Z l wF z¢ co 2 44.2' I Z DRI 41.7' /PROPos ,5 0' C IW PRPOSOED p- A 43. 1 D M �r WF-3 I WF-4 , WF-6 WF-5 WT-7 DW TO ANGLERS ROAD x' PROVIDE: °°' +w +,� /A2 fyn (2J 8'DU LRS iSlJ� / / 1� a eAseuENrArroaea.ewnPAce .`J v3 4YlROOMFOR50% ,�—i� smecnAeasnrcorm®ort 452.18' F swN f ; TF6r NOLE �^ I + / LAVWXIDmEDARENOTOUARANTEED 1,000 GALLON S.T. �`l• 7_ ese� LfaeaePMCAUreWWffATTW CONOMON L13.2' DESIGN D' TDTEOFaLavEr MAX I gEp/7OpMS + FN 1.2' - /N 87u05'QQ"W / /EL.f0.0' +� ++eeo NTMaeaoN° rrati roNa r�_ NC.MON. wA °' nA�revseAWMANo Pn 125.00 ' A�rroTrNrrrroeoroouoenrt x ERECTIONOFPENO;"RETWNMc OIUPIDATED WIREFENCE � � WALL$P001.$PATMe,PUNTING AREAa,AOORIONd ro euIDlNoa ANO ANY OnVmi OQVBTRLC TION. \ sap LWAUMO"O'.D Ali[IWIION OR ADDn10V EDGE OF PAVEMENT Bel a roTNaSMlyI AWoWNMA 9ECnON IBto ATOYOF OFTNEN YOWVATE / + ML'CAMNUW. \ / W T OBaLNVE1 9IT b�EALw NO + A NHA SSET T A VEN EveoasmaEA aNAu roTeEccwsDEREO UE a ro9EArAlJD Tn1ECOPY. C61nFCATNMd INpIf,AlEO HERON BNALL RIM QVLYro THE POR NTpY INE al.MYEY EX/STING W e�AREDaeronE nTeFcowPANr,w�NMerrAL ADENcrANO 3�'R MA/N/N STREET IHIpNOINaTTM10/1uaTFONEREON.AND P NII�QY.� 1�A�1 B�eTRANTMa�6tIBf ro AOdTIONAL MannnTONa M aLesEDLeer owNERa • SURVEY OF CERTIFIED T0:JACQUELINE PAPADOPOULOS YIANNIS PAPADOPOULOS DESCRIBED PROPERTY SITUATE AT JOB NO.:2013-135 9ffN ugRT MAP NO.: FSU HOLD FILED: LAND S SUFFOLK COUNTY, NEW YORK REVISIONS: Uq` � �a oo NAC�ti 20 10 0 20 40 60 80 100 120 140 160 180 Q SCALE: 1"=40' DATE:APRIL 2 2013 17 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,0. 05p36� PERMIT FOR APPROVAL OF CONST UCTION FOR A SINGLE FAMILY RESIDENCE ONLY M AY 2 3 2013 ©ATE H. QEF. F 0. �l/u-f -� LICENSE NO.:050363 APPROVED FOR MAXI MOF BEDROOMS � HANDS ON SURVEYING EXPIRES THRE , YEARS FROM DATE Off'APPROVAL F SILVER BROOK DRIVE " FLANDERS, NEW YORK w e 11901 TEL:(631)-369-8312-FAX.•(631)-369-8313 MARTIN D. HAND L. S.C.D.H.S. ENDORSEMENTS COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. LOT AREA: 17,027 SQ.FT. =0.391 ACRE ELEVATIONS HEREON REFER TO APPROX NA VD 1988 PROPOSED SANITARY CROSS SECTION PROPERTY LIES ENTIRELY WITHIN FLOOD ZONE AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103COI76 H-EFFECTIVE DATE:SEPTEMBER 25, LocXl CAST IRON COVER TO GRADE 2009 __ P.FFEL.:15.0' 1. .PITCH MIN. P1jQ(?Q$ED RADE 6•MIN. T /8%FT.PIIT++nnnn MIN 'MAX 0' ALL ADJOINING PROPERTIES SERVICED BY PUBLIC WATER '""' ' INV.:12.3 GAA IN.: INV.1.8'8'DIAX DEEP 3'EFFDEPTH GALLON UNLESS OTHERWISE NOTED. XMIN, NO WELLS VISIBLE WITHIN 150'OF SUBJECT PROPERTY. EL.-3.0' GROUNDWATER TEST HOLE DATA TOPSOIL EL:12.0' -0.5' SANDY LOAM -2.5' MIXED SAND -9.0' EL.3.0'(G/W4 TER) WATER IN MIXED -14.0' TEST HOLE BY HANDS ON SURVEYING 4/2/13 8:00 AM LAND NOW OR FORMERLY 0 ELSIE M.JERE V.1ACOB& JACOB 1, I I, N 84°50'50"E 103.92' CONC. CONC,MON. EL 12.5' l FN 0.2'W II 1 / / I / 1 Q / 13--- / coo A L coco Z /;? 44.2' PROPOSED DRIVES 35.0 O M ri iJ. ' Ul 41.7' of Fn D ,•' IW PROPOSED WATER UNE 1.i�• --� S / 1 M, D rt c� @29 43.5 I � l 1 , ry TO ANGLE j •~ MEM SIRECO UESURFACE RS ROAD O PROVIDE: ,1 4 ' WOWCORMAE NOTDOR _ y,t / 1 (2J 8'DIA.XB'DEEP L.P. UNRECORDEDARENOTGEW Ar EEE �y /ROOM LNLE55 PNY&CALLYEVIOENi AI THE 452.18' ff11 ".EOFSUiVEY /1�.7 FU RE'EXPANSIOJy Af i T�6THOLE r iNEOPFSE WDIMENSI0 S/sNDWN 1,000GALLONS.T. HEREIN PROW THE STRbOT S TO THE CONC.MON. L.13.2' I�DESIGN MAX I BEDROOMS PROPERTY UNES AREFORASPECIRC U ' R.wrosEA"°usE AND TNEREFQRE FN 1.2' — _/ o r rr ARENOTINrE rOGIAW NE N 87 05 00L.1o.D' ERECTION OFFENCE;RETAINING W WALL$POOLS•PAnQS.ftMPNG '� % 125.00'/ C C.MON. AREAS ADDITIONs TD wLolNGS / AND ANYOMERCDAISTRLCTIM DILAPIDATEDWIRE FENCE / L UVAUTHMZEDALMRATIONORADq— SECROIITEISOFTNENEWI1N STATE r:wA;ArDLAW EDGE OF PAVEMENT / COPIESoFT 11LMVEYMAPNOTEEARIND THE1-0 SURVEYORSINKEDSEALoR EMEDSSFO SEAL SHALL NOT EE CONSIDERED M EE AVAUD TITLE COPY. CE R➢RCATIDNs INDICATED HERONsr"'RLW NHA SSET T //(a��, DNLYCo ANERY. I)Vfi FORWNA.EWSURVEY VE//A �i IP IS PREPARED AND ON INS BEHALF TO ME • `Y/I "TLE COM TFTUrIONUSTENTAIA .AND NO ENDING IN81IiDTIDN L,EiFp HEREIN AND MAIWEXISTING WATER ASSIGNEES DF SARENDINGINSn MAIN IN STREET tUTIQV.CERrIIRCATKkISARENOi rRANSFERAIILE TO AWNIAFAL INSTTUNOMS DR SUESE0I.ENT OWNERS CERTIFIED T0:JACQUELINE PAPADOPOULOS SURVEY OF YIANNIS PAPADOPOULOS DESCRIBED PROPERTY SITUATE AT JOB NO.:2013-135 9 ffigsfqff MAP FILED:: SUFFOLK COUNTY, NEW YORK REVISIONS. LOC. WETLAND FLAGGING 7/16/13 REV.TO INCLUDE SOUTHOLD STORAWATEf,` 113; 20 10 0 20 40 60 80 100 120 140 160 180 LOC. 10 CONTOUR LINE 8/30/13 -1'' SCALE: I"=40' DATE.APRIL 2 2013 FOUNDATION LOCATION 12/30/2013 / 11 JAN 13 2014 1 I LICENSE NO.:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE " FLANDERS, NEW YORK w E 11901 TEL:(631)-369-8312-FAX.•(631)-369-8313 MARTIN D. HAND L. S.C.D.H.S. ENDORSEMENTS COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. LOT AREA: 17,027 SQ.FT. =0.391 ACRE ELEVATIONS HEREON REFER TO NA VD 1988 DATUM PROPERTY LIES ENTIRELY WITHIN FLOOD ZONE PROPOSED SANITARY CROSS SECTION AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103COI76 H-EFFECTIVE DATE.'SEPTEMBER 25, �ocla CAST IRON COVER TO GRADE 2009 P.FF.0.:f5.0 V4' .PffCN IN. PflQ(QIN 6"MIN. J /8'IFT.Pln��c�M.IONP 'MAX d 0' ALL ADJOINING PROPERTIES SERVICED BY PUBLIC WATER '""' I^":12.3 ''00° 1 INV:1.5'e'DIAx DEEP 3'EFF DEPT In GALLON UNLESS OTHERWISE NOTED. 3'MIN. NO WELLS VISIBLE WITHIN 150'OF SUBJECT PROPERTY. NOTES: GROUNDWATER 1:ROOF RUN OFF SHALL BE CONATINED BY LEADERS GUTTERS THAT EMPTY INTO DRYWELLS. (2) 8'DIA.X 4'DEEP L.P.'S DWELLING FIRST FLOOR FOOT PRINT= 1,944 SQ.FT, DRYWELL CAPACITY.• 1,944 X 0.166=323 CUBIC FEET(REQUIRED) 8'DIA.X 8'DEEP L.P.'S=338 CUBIC FEET(PROPOSED) TEST HOLE DATA EL:12.0' TOPSOIL -0.5' SANDY LOAM \ MIXED \ I I I SAND WATER IN -9.0' EL.3.0'(G/WATER) MIXEDRANn / �l -14.0' LAND NOW OR FORMERLY ELSIE M. JACOB 8' ---> TEST HOLE BY JERE V. JACOB HANDS ON SURVEYING 4/2/13 8:00 AM N 84050'50"E 103.92'— CONC.M E�13.2' CONC.MON. FN0.2'W EL 12.5' N / VVF206 co / I^ 41.6' 43.6' < I °9 o wFa \1\ WF, I y gl > > 1 I 177' \ 1 — �� 6 WF-5/ \ WF-7 TO ANGLERS ROADI �'`� T„ SR,°„a„�a, srmcnmEa aeconoeo oN 452.18' - 1 \ \ UMFC°VOEON1EAVr0UMANTEW � // —-��,/ // / � \ witsaFNrsicnurewoerrAr rNe / \ \ \ nNEOF svtveY. CONC.M EL 13.2' THE O*FJOR OIM&PIOAq a'WWN FN 1.2' , N 87°05'00"W /_ /EL 10.0' Frr 'uNea 'r"roerA THE 125.00'/ NC.MON. ME WTi T&OWTO WXX ERELnON OFFENCE$REiNNIN° / / WALL$FOOL$FAnO$RANPNG AowrroNs ro autpNcs ANO ANYOn19f CONaniLOnON. IaIAI/IIIO/tlZEO ALiERAT10ll OR NNtrION EDGE OF PAVEME \— rorwa suevAvFW of r� sctrroN rmcwrNeNew ronr arAre mucAno"uWw. caaea aF nes aLwv[rNAFNorat+reNc MANHASSETT A VENUE a : root Avwo not cow. cernga none mpcA ren naroN aNAu m.N aNxrro rNeFertswxa�Fort wN°w rNe aL"Yer rsFN�ANeo ANo°v aeeNNFro rNE nnteawANr,covereNvo+ru nosverANo XISTING WATERNo'"'" MAIN IN rorNtAaauveeaaFrnfororNcNan. STREET nmoN.cemNcnnoNaArttNor mwsFrvrAait NannmoNs ore eteaeortNr CERTIFIED T0:JACQUELINE PAPADOPOULOS SURVEY OF YIANNIS PAPADOPOULOS DESCRIBED PROPERTY SITUA TE A T JOB NO.:2013-135 9REENPORT MAP NO.: F OWN OF SOU HOLD FILED: SUFFOLK COUNTY, NEW YORKREVISIONS: LOC. WETLAND FLAGGING 7/16/1300 j�Aj`_, REV.TO INCLUDE SOUTHOLD }� 1Z 20 10 0 20 40 60 80 100 120 140 160 180 STORMWA TER 8/28/13 SCALE: 1"=40' DATE:APRIL 2, 2013 LOC. 10 CONTOUR LINE 8/30/13 FOUND. LOCATION 12124/2013 " FINAL SURVEY 6/25/2014 LOT AREA: 17,027 SQ.FT. =0.391 ACRE ELEVATIONS HEREON REFER TO NA VD 1988 DATUM PROPERTY LIES ENTIRELY WITHIN FLOOD ZONE X AS DEPICTED ON THE F.E.M.A. LICENSE NO.:050363 FLOOD INSURANCE RATE MAP MAP NO.:36103C0176 H-EFFECTIVE DATE:SEPTEMBER 25, 2009 HANDS ON SURVEYING 26 SILVER BROOK DRIVE w FLANDERS, NEW YORK w E OFFSETS ARE TO CONCRETRE FOUNDATION(U.O.N.) 11901 TEL:(631)-369-8312-FAX.'(631)-369-8313 MARTIN HA SANITARY COMPONENT LOCATIONS AS PER INSTALLER COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING DRYWELL LOCATIONS AS RECEIVED FROM INSTALLER THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE WATER LINE LOCATION AS RECEIVED FROM BUILDER CONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. W OR FORMERLY OF LAND NO ELS JERE V. JACOB;IE M. JACOB& E 103.92'_ CONC.MON. I N 84°50'50" _ I CONC.MON. FN 0.2'W Ul 1'd N 1 IN DW 0 z� co z SHOWER TA�iIM 20 2' W DRIVEWAY DRAINj� D 41.6' $�I n � as 34.4'pDRCH _ Q j A'° 1O g�co N w Q m W sar S f� A II 4 !� p TO ANGLERS ROAD b "alis s ' 452.18' I `' es• ca Iss CONC.MON p J T i 7gQ� H1.2' _ N 07°05'00"W p °d u. Fo �( �+ 125.00 CNC.MON. di r� D b WATER jA:V ly r; !n D METER su— ms — �s( � i T O EDGE OFaA//vEMENr��///����/��������������� co K � � v c s mn 'n n MANHASSETT AVE } -^ m EX/STING WATER M ,� ter. MA IN/N STREET WRECCvrAND,oReosQUAME ---., srRucrua[s RECORDED OR UMEOOROEO ARENOi OUARANfEFD m-� nUAEMPNY&CAUYEWDFNTAT?W 1 C 1 TNEOFF FROM THE eh10TO �; q •.� O 17 NEAEaNFRONTNEsmLCTu1Es roTNE PFCPERNUNESAREPDRAe RC m :J z - J U L 3 1 2014 i � roD — _ ERECnONOFFENCEQ RETARNNG ot� o "N •.,•••.✓ AARP 44ADO$IMP'S SUPIDI' NNCSD II /♦l - M A MOANYDn1ERCOMMICTM.. d/ (n (( LRAUMOPoZEOALT�UTIONDRA PON -n I Y._....__ ...... _ 1 ronassUNEY1s AV1olATRWOF • T� m aECnON TTp OP iNE NEW NWI(BTATE V' V^ E'DI.CATION UR. T T A COPIEswms SUiVEY~-T�NO • a T N �/ t__.._.._..__..._._. ...._. iNE LWDBLRVEYCRe INN®SOAR TO O REAVAUD nTLELLNDTIE CONPo061� rotEA VA!/OIITtECOPY. p ... ...____.___�. C[RnFlWTNM'8 rND1CATE0 HERON&TALL RI.W OVLYTOME PORWNON n1ESLNVEY 19 Rt9ARFD ANO ON d eFNAV ro INE 1I1- v' ANON-TVnON US N�M� ro ADwTrMu rNannmoNe art suNrEa.><rYr owNeta. I� N91f0KSTA1'E NEW YORK STATE DEPARTMENT OF STATE ■ Division of Code Enforcement and Administration ■ ■ pet One Commerce Plaza, 99 Washington Avenue ■ • ., Albany, NY 12231 DEPARtTMEW Phone:(518)474-4073 Fax.(518)488-4487 OF STATE www.dos.state.ny.us E-ma1:IMo�os.stata.M.us NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturer's Name: Westchester Modular Homes, Inc. Reagans Mill Road Wingdale, NY 12594 Building Description: Detached One- and Two-Family Dwellings and Multiple Single-Family Dwellings(Townhouses) Approval Number: M 0659-02-058 Applicable Code: Residential Code of New York State 2010(RCNYS) Expiration Date: September 30, 2013 Maximum Ground Snow Zone: Not to exceed 85 PSF Seismic Design Category: A, B. C,and D1 Basic Wind Speed: Not more than 120 mph for One-and Two-Family Dwellings, Less Than 110 mph for Townhouses Exposure Category: A, B, or C DOS Contact Person: Gerard A, Hathaway, R.A. Additional Conditions, None, Approval Date: June 26, 2013 Ronald Piester,AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not require a DOS seal Provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on Ale with the DOS. The approval identified above is lknited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components,foundations,mechanical connections, stairs, decks, etc. is the responsibility of the Cods Enforcement Official. The presence of the insignia of approval shall be Presumptive evidence that the factory manufactured home or component complies with the provisions of the RCNYS. If the code enforcement official believes that any factory manufactured component is In violation of one or more provisions of the RCNYS he/she should contact the DOS for further review and/or determination, £/£caaed 8699Z£8Sb8T66*;0l Let7tb98b8TS S3400 SOQSAN:woad 0T:0T 2T02 r.)I. REScheck Software Version 4.4.4 Compliance Certificate Project Title: CUSTOM COLONIAL#13156 Q. ev s. Energy Code: 2010 New York Energy Conservation * 9 Location: Suffolk County,New York r C Construction Type: Single Family 2 Project Type: New Construction Conditioned Floor Area: 2,492 ft2 Glazing Area Percentage: 13% �� Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 785 INLET LANE YIANNIS PAPADOPOULOS CESAR LARREYNAGA GREENPORT,NY 11944 CEDAR KNOLLS WESTCHESTER MODULAR HOMES 900 MARCONI AVE 30 REAGANS MILL RD RONKONKAMA,NY 11779 WINGDALE,NY 12594 • • trade-off Compliance: 16.8%Better Than Code Maximum UA: 423 Your UA:352 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies AssemblyGross Glazin • • Cavitor Door UA • Ceiling 1:Raised or Energy Truss 1,246 38.0 0.0 31 Wall 2:Wood Frame,16"o.c. 221 12.0 0.0 19 Wall 1:Wood Frame,16"o.c. 2,504 21.0 0.0 119 Window 1:Wood Frame:Double Pane with Low-E 227 0.290 66 SHGC:0.00 Door 1:Glass 39 0.330 13 SHGC:0.00 Door 2:Glass 39 0.330 13 SHGC:0.00 Door 3:Glass 39 0.330 13 SHGC:0.00 Door 4:Solid 20 0.280 6 Door 5:Solid 20 0.160 3 Door 6:Solid 20 0.160 3 [21 SIDELIGHTS:Glass 20 0.350 7 SHGC:0.00 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,246 19.0 0.0 59 Project Title: CUSTOM COLONIAL#13156 Report date: 08/08/13 Data filename: M:\Check\13156.rck Page 1 of 7 SF Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. CESAR LARREYNAGA - DESIGNER C a iarwsu 6a 08/08/13 Name-Title Signature Date Project Title: CUSTOM COLONIAL#13156 Report date: 08/08/13 Data filename: M:\Check\13156.rck Page 2 of 7 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2040 New Plams V�smw Field Vectfletl York Pre-inspection/Plan Review V a Complies? E w 103.2 Construction drawings and ; ❑Complies [PR1]' documentation sufficiently - ❑Does Not Comply', demonstrates energy code compliance for the building envelope. ` r ❑Not Observable com P 9 �.. �. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently z k t El Does Not Comply [PR3]' demonstrates energy code fi � s � ❑Not Observable compliance for lighting and ❑Not Applicable I mechanical systems.Systems serving. multiple dwelling units must demonstrate compliance with the commercial code. . wm : .,, 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies 1PR2f sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: E-]Not Observable ;approved methods. Btu/hr Btu/hr El Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#13156 Report date: 08/08/13 Data filename: M:\Check\13156.rck Page 3 of 7 2OiQ V ` Y0* Foundatlon Inspaction Complies?Eoow Comme al ans 303.3.1 ;Exposed foundation insulation ;❑Complies (FQ11 protection. ❑Does Not Comply: EJ Not Observable j❑Not Applicable 403:8 ;Snow melt controls. ❑Complies [FOItf ❑Does Not Comply' ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#13156 Report date: 08/08/13 Data filename: M:\Check\13156.rck Page 4 of 7 2040 NON' Plans Ver!lied Field VeHBed York Ftin�t Rough-In Inspection Value aCue Complies? C .. 402.4.4 Fenestration that is not site builtisIN 7A, ❑Complies [FR20]' listed and labeled as meeting ❑Does Not Comply j AAMA/WDMA/CSA 101/I.S.2/A440 or i , ❑Not Observable has infiltration rates per NFRC 400 , , that do not exceed code limits. : = f [:]Not Applicable 4t124 IC-rated recessed lighting fixturesf ❑Complies F18 ,sealed at housingfinteriorfioish and a❑Does Not Comply - labeled to indicate&It;=2.0 cfm ❑Not Observable j leakage at 75 Pa. ?.t ,'❑Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- itlComplies [FR12]' R-8.All other ducts in unconditioned j R_ R ❑Does Not Comply spaces or outside the building ❑Not Observable envelope are insulated to R-6.Not applicable if all systems are ductless. 403.2.2 Applicable 403.2.2 All joints and seams of air ducts,air � : t �r;4❑Complies [FR 13]1 handlers,filter boxes,and building r ❑Does Not Comply cavities used as return ducts ares ❑Not Observable sealed. r ❑Not Applicable 403.2.3 Building cavities are not used as ducts r , � Y fw ,;❑Complies [FR15P i or plenums. ' ❑Does Not Comply u ? ';❑Not Observable Lg �❑Not Applicable 403,3 ;HVAC piping conveying fluids above R- R- ❑Complies [FR17P 105 OF or chilled fluids below 55 OF ❑Does Not Comply ;are insulated to R-3. I❑Not Observable El Not Applicable 403.4 Circulating service hot water pipes are R- R- ❑Complies (FR18F :insulated to R-2. ❑Does Not Comply [-]Not Observable ❑Not Applicable 4035 Automatic or gravity dampers are [ I❑Complies FFR1S installed on all outdoor air intakes and � ;'❑Does Not Comply', ;exhausts. ]❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#13156 Report date: 08/08/13 Data filename: M:\Check\13156.rck Page 5 of 7 2qtt1 tai York Insulation Inspection Compllbs? Commwnts/Assun"Ons E 3031, ;AII installed insulation labeled or ❑Complies t(Ni# installed R-values provided. ❑Does Not Comply I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#13156 Report date: 08/08/13 Data filename: M:\Check\13156.rck Page 6 of 7 201 Plans ve�itied Field Vwftd York lural Inspection Provisions value Value Comp""? ntst sulrtptlo 402.4.2, Building envelope tightness verified ACH 50= ACH 50= ❑Complies 402.4.2.1 by blower door test result of&lt;7 ACH ❑Does Not Comply [FI17]1 at 50 Pa.This requirement may ❑Not Observable instead be met via visual inspection, j❑Not Applicable in which case verification may need to occur during Insulation Inspection. 40-4.3' ;Wood-burningfireplaces have � . P ��. �'°'� � ��, �; � , ',❑Complies [FIS gasketed doors and outdoor n - �� El Does Not Comply combustion air. a p y � - [-]Not Observable E]Not Applicable 403.2.2 Duct tightness via post-construction cfm cfm ❑Complies [FI4]1 with maximum leakage of 8 cfm to i ❑Does Not Comply j outdoors,or 12 cfm across systems. ❑Not Observable For rough-in tests,verification may need to occur during Framing [:]Not Applicable Inspection,with maximum leakage of :6 cfm across systems and 4 cfm without air handler. 403.1.4 Programmable thermostats installed > '",❑Complies [Fig? I on forced air furnaces. �';❑Does Not Comply' ' xF1 ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed on Complies [FI10f heat pumps. +❑Does Not Comply rz ;❑Not Observable #" ,z 10 Not Applicable 403.4 Circulating service hot water systems f F ;❑Complies [FI11} have automatic or accessible manual ZF x ❑Does Not Comply' controls. ' ❑Not Observable ❑Not Applicable 403.9.1 ;Readily accessible switch on heaters g ` "❑Complies [FI12P ;for swimming pools. ❑Does Not Comply '„ ; 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 21.00 Floor 19.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.29 Door 0.33 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL CONDITIONS OF THE CONTRACT FOR BE CONSTRUCTION GRADE DOUGLAS GONSTRUGTION, AIA DOCUMENT-201 FIR-SOUTH SELECT STRUCTURAL. ALL 14" MIN. EDGE N84°50'50"E k 4/87 SHALL APPLY. THE CONTRACTOR WOOD SILLS AND WOOD IN GONTAGT DIFFERENCE r _ _ _ _ _ _ 103.-f2' _ SHALL OBTAIN CERTIFICATE OF WITH MASONRY SHALL BE AGO. ALL 1 OCCUPANGY. SUBSTITUTIONS SHOULD EXTERIOR SHEATHING SHALL BE I/2 NOT BE MADE WITHOUT WRITTEN GDX DOUGLAS FIR PLYWOOD. SIMPSON STRONG-TIE CONNECTOR - SINGLE POUR m n ( TODD O'CONNEIL AUTHORIZATION BY THE ARGHITEGT. SUB-FLOORS TO BE 5/4" GDX MDL. #H-7Z TO BE USED WHEN RIM JOIST NAILED J ::A c s r F c T , c RAFTER ALIGNS WITH STUD .° INSTALLATION PORTION d THE PREMISES SHALL BE KEPT PLYWOOD EXTERIOR SHEATHING TO ° NORTH -� 10 — 5/8"cPXI2" STEEL ANCHOR ° REASONABLY GLEAN AT ALL TIMES. BE COVERED WITH "T"'VEK" HOUSE i BOLTS AT 5'-0" O.G. MAX. 1 p TODD O'CONNELL,,AIA USE A MINIMUM 1D TWO 8d ;�. \ MIN EMBEDMENT OF "1" AT THE COMPLETION OF WORK, THE WRAP OR APPROVED EQUAL. BLOCK NAILS THIS SIDE WITH A ROOF RAFTER 12S1AVeteransMernorialHl� CONTRACTOR SHALL REMOVE ALL STUD WALLS AT 1/2 STORY HEIGHTS TOTAL OF FOUR INTO RAFTS d = I I O Suite i 2Q Highway WASTE MATERIALS, TOOLS, RUBBISH, AND AT ALL UNSUPPORTED EDGES OF I SEE PLAN I = ETC., GLEAN GLASS AND LEAVE WORK PLYWOOD. PROVIDE SOLID BLOGKINO ° o �, �\ a SEE oT 13 I/2" tf1 Hauppauge,NY 11788- BROOM GLEAN UNLESS OTHERWISE AND DIAGONAL BRACING OF FLOOR 1 FNo e DOUBLE TOP PLATE � 1 � I _� .F P(631)6so-6666 SPECIFIED. THE GONTRAGTOR SHALL JOISTS AT 8' O.C. MAXIMUM AND i ) J 16. 1)65t�-6667 CARRY WORKMAN'S COMPENSATION SOLID BLOGKINO UNDER ALL 1 o a 1 1 £ y AND GENERAL LIABILITY INSURANCE. UNSUPPORTED EDOES OF PLYWOOD. a ° ° ONE #4 ALL SHALL COMPLY WITH STATE AND ALL CAP PLATES TO BE DOUBLED LOCAL CODES AND ORDINANCES. THE AND NAILED BOTTOM CAP PLATED TO ° / ° ° /ZOMIN REEAR IN SHEAR GONE X4.2' CONTRACTOR SHOULD FULLY END OF STUDS. LAP CAP PLATES AT ° ° Fob ••' ' ' '3 GUARANTEE HIS WORK AND THE WORK \\ G I CORNERS. WHERE FLUSH FRAMING OF HIS SUBCONTRACTORS FOR A OCCURS, USE MIN. I60A 5HEE7 METAL Simpson Strong-Tie _ PERIOD OF ONE YEAR AFTER JOIST HANGERS BY "TECO" OR I 1 � �1�GHOfi�' BOLT D�T�11,... HPAHD COMPLETION OF THE PROJEGT UNLESS APPROVED EQUAL. ALL CORNERS TO / 1 ,. OTHERWISE SPEGIFIED. ALL WORK BE MINIMUM 5/2X4 STUDS. HEADERS STUDS o I6° o.G. SOLD DOl�l�l DT I L SHALL BE PERFORMED IN SHALL BE MINIMUM 2/2X6 UNLESS I SCALE: 5/4" = I %"- ACCORDANCE WITH 000D BUILDING o SCALE: 5/4" = 1'-O" 1 I NOTED ON PLANS. MINIMUM BEARING ED PRACTICES. THE CONTRACTOR SHALL FOR STUDS, JOISTS AND BEAMS SHALL ° PROSTOOP I �I INDEMNIFY AND HOLD HARMLESS THE BE 5 1/2' . USE DOUBLE JACK STUDS ° z ° ' 4s.s' TWO 8d NAILS ': ; e ' OWNER, ARCHITECT, AND THEIR FOR HEADERS OVER FIVE FEET IN INTO PLATES /-2xbAGQSILL PLATE I AOEN75 AND EMPLOYEES FROM AND TERMITE SHEILD < LENGTH• SEE NAILING SCHEDULE WHICH SILL INSULATION PROPOSED , AGAINST ALL CLAIMS, DAMAGES, REFERS TO NEW YORK STATE GODS II ° --BOLT®3'-0"o.c. FouNDATION EIGHT Sd NAILS a 5/&'x12"HOOKED ANCHOR LOSES AND EXPENSES, INCLUDING 8.306 4 R.507 INTO STUDS II , � PROPOSED ATTORNEYS FEES ARISING OUT OF OR all COVERED PORCH RESULTING FROM THE PERFORMANCE FINISHED&RADE f 1 OF THE WORK PROVIDED THAT ANY ASPHALT ROOF SHINGLES I ROOF STRAFF I N DETAIL g. �� 1 PROPOSED =1 T T T STOOP ' ' m SUCH CLAIM, DAMAGE, LOSS OR INSTALLED AS PER SECTION R�05.2 1==III-III- OF THE RESIDENTIAL CODE OF N.Y.S. SCALE: 5/4" = 1'-O" = 3'0; !x- '-''.,�! ''' !: r EXPENSE (A) IS ATTRIBUTABLE TO - f BODILY NJURY, 51 GKNESS, DISEASE ° PROPOSED a 5 N ALL SLOPED ROOF SHINGLES SHALL BILGO DOOR BE GAF-GLASS-A ASPHALT ROOF v W AND ENTRY I OR DEATH OR TO INJURY TO OR a'P.GONG.FOUNDATION WALL 7- DESTRUCTION DESTRUCTION OF TANGIBLE PROPERTY SHINGLES OR APPROVED EQUAL. (OTHER THAN THE WORK ITSELF SHINGLES SHALL BE APPLIED OVER PROVIDE NEWEL POST CAP �MASTIG 15# ASPHALT FELT WITH COMPACTED FILL NGLUD NG THE L055 OR USE 36"HI&H RAIL W/MAX OF 4"P.GONG.SLAB W z RESULTING THEREFROM). (B) IS GAF-WEATHER-WATGH IGE AND WATER 4"BETWEEN BALUSTRADES bxbxlo/Io MM O J I O CAUSED IN WHOLE OR IN PART BY ANY BARRIER APPLIES AT EAVES, NEOLIOENT ACT OR OMISSION OF THE VALLEYS AND FLASHING. ROOFING !�<EXPANSION JOINT ZI _ 0 Z CONTRACTOR ANY SUBCONTRACTOR CONTRACTOR TO PROVIDE ALL p 2x4 KEYWAY I , , ttl °a 12x24 P.GONG. ANYONE DIRECTLY OR INDIREGTLY FLASHING NECESSARY FOR A SPREADFOOTIN& -�� IU1 } w Qw o EMPLOYED BY ANY OF THEM OR WATERTIGHT, WEATHERPROOF JOB. a a a ��S.QQ�� Ia' o° v W THEM, o a (2)#4 REBAR z W ANYONE FOR WHOSE ACTS ANY OF ROOF I NO 15 TO BE APPLIED IN 57R I GT ° d ��� �� w L w y�N v O O ACCORDANCE WITH THE �j �g�j 8�j �gj �g�j 8g 8g w a THEM MAY BE LIABLE REGARDLESS 5i4'xb"AGQ DECKING O O O O O O O a •�� =w o- w MANUFACTURES SPEGIFIGATI ONS. �Oo0o�0 Oo�0o0oT0o0aTo0oTUo0oo0 YI w O m O L 115 W z wi OF WHETHER OR NOT I T I S CAUSED I N o 0 00 0 00 0 00 0 00 o Oo 0 00 0 -��� a o O'AL F o 0 PART BY A PARTY INDEMNIFIED GONTRACTOR SHALL SUPFLI' COLOR Qn� OOn O g O(�o�0�9 OO Q °Q5 n Q a d w n� �°g g Uo°� Uc4� �c4g a N H _ N87 �� n O SAMPLES OF THE SHINOLES FOR C7oo �� - QQ W z w =z`'_°I�0 00 00�� cn HEREUNDER. ALL MATERIALS, T T _ N-o ASSEMBLIES, AND METHOD OF OWNER'S APPROVAL, PRIOR TO 5 MIL POLY VAPOR BARRIER NUE Y w ON D O'- lu FLAN o� ���w�° v CONSTRUCTION I NGLUDINO BUT NOT INSTALLATION. SLOT I- L I V Q z=_ z_w N v LIMITED TO FORM-WORK, HURRICANE ANCHORS MANUFACTURED 2xb AGQ J015T m Ib"O.G. OU1�lDltT DTr"t I L BLOCK-WORK, FRAM I NO, NA I L I NO, BY.H25A N APPROVED -TIE BONN TORS y'�~ d )0o W O NOTE: MODEL No.H2.SA OR APPROVED EQUIVALENT =��d�N O p m E � � O LOCATED AT EVERY JOIGONNEGTION (2)2x8 ACO BOLTED AS 5HOWN u _ i_ u " ' u O Rw'j 2 O Q W p Q T ~ PLACING OF CONCRETE ETC. ARE TO FOUNDATIONS GRAFTER 4 DESIGN �'� SCALE:: 5/4 - I O SCALE: I BE CAREFULLY SUPERVISED BY THE BASED UPON PRESUMPTIVE LOAD __ z o w� do TO 4x4 AGQ POST (p d A d v I-2 Z CONTRACTOR TO BE SURE THEY ARE BEARING VALUES OF SANDY ORAVEL 0 w Q m a o IN ACCORDANCE WITH THE DRAWINGS, AND/OR GRAVEL AT 2000 LBS PER, 51MP50N 5TRON&TIE 'ia°m&ALV.srL.LA&BOLT 0 W w o z>O Q Q o o ZEN-W�r-z$ SPECIFICATIONS, APPLICABLE CODES SQUARE FOOT. CONTRAGTOR TO MODEL#: DJn4z °o T W d w v Q�o0.v�HTGQ' Glu AND GOOD PRACTICE. DEVIATIONS CONSULT ENGINEER IF DIFFERENT SOIL $N m 0 VO K FROM THE DRAWINGS AND MATERIALS ARE FOUND UPON SPECIFICATIONS WILL NOT BE EXCAVATION OR TEST HOLE, FOR o PERMITTED WITHOUT WRITTEN ALTERNATIVE FOOTING AND W(3 Q m O N AUTHORIZATION OF THE ARGHITEGT. FOUNDATION WALL DESIGN 46-0' - 4'-O° z F o Q N o o THE CONTRACTOR SHALL BE NOTE: 5' 6,F - - 4"X4" AGQ POST 0 4"X4" ACO POST Q w o o z 4x4 AGQ POST — 1—O 4'-,5 2 I� SONO TUBE FILLED 6'-311 --5 6'-1 111 ED _8 1 -5/211 �'-211 F Z z N W RESPONSIBLE FOR THE SHOP ELEVATED POST BASE MANUFACTURED BY — — — /� a d 2 d W<d W I Q THIS BUILDING HAS BEEN DESIGNED AS SIMPSON STRON&-TIE CONNECTORS MODEL - W W O ;w d K d W v-0 i �/ DRAWINGS WHICH MAY BE NEEDED. No.P5544A OR APPROVED EQUIVALENT hl n " 12"lP SONO TUBE FIL, 2 W�-'z=4 3 W I-O Q PER THE AMERICAN FOREST AND 1 2j2 X8 AGQ SOLID / 5000psi SOLID W/ 3000 sl d d n o o o O ALL DIMENSIONS AND CONDITIONS p P 2X8 A PAPER ASSOCIATION (AF,$FA) WOOD 12"'P 50NO TUBE FILLED SOLID r �p CONCRETE-: MIN. 56" �p CONCRETE MIN. 6" ARE TO BE FIELD VERIFIED. = z W/3000pel CONCRETE MIN.36" " BELOW RADE (TYP) ' BELOW GRADE TYF) AND FRAME CONSTRUCTION MANUAL I BELOW CRAVE _ _ (v (� CONTRACTOR TO REMOVE ff � '�L€D�€ - - - - - - - - - - - - - - - - - - - GL€D - - - - - - - FOR ONE AND TWO-FAMILY _ RELOCATE A5 REQUIRED ALL -III= I IIIIIIIII=III= - ' °• .' . ' , _. 2 I'7 ,. � . , . 2 17 � EXISTING WORK WHICH INTERFERES DWELLINGS (ANSI/AFaFA WFCM-200U I s, WITH NEW CONSTRUCTION. III III= - I= I = I=� I - - - - - - - - - - - - - - - - - - - - - - - 1 1III1 1 111IIIIII=1 1- - - - -� NOTE: ALL NON-ENGINEERED LUMBER ACO F.J. ® 16" O.G. 2"x6" AGQ F.J. ® I6" O.G. SITE WORK -III IIII�II�I III-I�II�I-III=� . - TO BE DOUGLAS FIR #2 OR BETTER DROP IN O STAKEOUT 15 TO BE PERFORMED BY A I IIII IIII I-III= FOUNDATION HT. I DROP FOUNDATION LICENSED SURVEYOR. STAKING AND -III III-III III-III=III=III-III- - I P ° I I FOR DOOR LAYOUT ARE TO ESTABLISH ALL LINES NOTES: �ga= -III IIIIIIIco I. OBTAIN ALL FERM175 PRIOR TO pI RSR ® "Ix - -AND BENCHMARKS. VERIFY ALL OI VEN -III-m f -III-III-III=IIIIII-III= I I T E D a" ITHE START OF WORK. N DATA ON DRAWINGS, IN CASE OF � I VIII�I � I "' DISCREPANCY, REGEIVE -III III III=III III=III=III=III= _ 2. FINISHES TO BE SUPPLIED I DROP IN _ - _ _ _ y, CLARIFICATION FROM ARGHITEGT I =III III ' PRIOR TO PROCEEDING. EXCAVATE BY OWNER =III III III=III III=III-III-III I- - - - - - FOUNDATION HT. O I T AND BACK FILL FOR WORK INDIGATED IIIIII= = ILGO DOOR ABOVE T m -44'-4" 15-2' ON DRAWINGS. STOCKPILE TOPSOIL THIS PROJECT GOMFLIES WITH THE -III III III-III III— —III-� OR EaUIVALENT 1 2010 RESIDENTIAL GORE OF NEW I 8" POURED GONG OBTAINED FROM STRIPPING DRIVEWAY - III-III I FOUNDATION WALL AND BUILDING SITE. STOCKPILE ALL YORK STATE -_IIIIII-III=III- = - EXCAVATED MATERIAL. NEW AND 1I II IIII-III- 1 I I I 10x20 P. GONG. FOOTINS EX15TINO BACK FILL MATERIAL AND -III=III= -III - 5Y2" ST. PIPE COL. O w/(2) #4 REBAR w/ 2"x411 WALL KEY —III I I N JOISTS AND GIRDER 3y2" ST. PIPE COL. 1 I KEYWAY; MIN. 56" BELOW TOPSOIL ARE TO BE FREE OF WEEDS, I AlW/ 24"x24"xl2" W/ 24"x24"xl2" ", GRADE. (TYPICAL) TREE ROOTS, ROGKS AND DEBR15. BEAM til POURED GONG. FTS. `9 BY OTHERS ALL SURPLUS MATERIAL THAT 15 - - EXIST TO BE REMOVED FOU1�DAT1 Old DETAIL I I POCKET N (TYPICAL) N POURED GONG. FTS. BEAM 1 - - - (TYPICAL) POCKET UNSUITABLE FOR BACK FILL MATERIAL A.I SCALE:: 5/4" = 1'-0" = I - - - f I 5/811 TYPE-X SHEETROGK SHALL BE REMOVED FROM THE SITE. EXIST TO REMAIN r I 6 �- —I- +— _ I WALLS AND CEILING FROTEGT ALL N J L -1 J L J L J L J v D FEET OF HE BUIRLDINO FROFERHT NEW WOOD FRAME CNST I 12'_6 8'- �'--�" S,_I11 51_111 8 0„ _G„ 1 O APPROVALS MUST BE OBTAINEDdf - BEFORE GOVERINO ANY EXCAVATED NEW FOURED CONCRETE I ORADEN N I I WORK. I I 8" POURED GONG CELLAR I I w 4'lx4" POST UNLESS OHERWISE I FOUNDATION WALL FOUNDATION WATERPROOFING ® NOTE® I I 10x20 P. GONG. FOOTING 4" CONCRETE SLAB INSTALL TWO LAYERS OF TROWELED —W/(2) #4 REBAR W/ 2"<4" 4" CONCRETE SLAB I I to w/ 6x6 �o W.W.M. ON FIBERGLASS MASTIC. (FED. SPEC. ■ HOLD DOWN AS NOTED KEYWAY; MIN. 36" BE OW N w/ 6x6 1O(o W.W.M. OVER 6 MIL V.B. ON 4" ' GRADE. (TYPICAL) I OVER 6 MIL V.B. ON 4" COMPACTED GRAVEL S.S.G. 155 TYPE-1) MEMBRANE TO BE HARD WIRED SMOKE N CO PACTEDTORA SOEL I ON COMPACTED SOIL CONTINUOUS FROM TOP OF DETECTOR W/ BATTERY I I I z ry I II FOUNDATIEDOE OF ON AND DEXTEND TO LAP BACK-UP N I 1 �I DROP FOUNDATION _ ® 80 CFM FAN TO EXTERIOR I I FOR DOOR CONCRETE HARD W I RED CARBON MONOXIDE ^ Z NO CONCRETE OR MASONRY WORK a DETECTOR W/ BATTERY BACK-UP v SHALL BE DONE DURINO MIN 12" A.F.F. ASFER5ECT. 1225.2 I L - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - _ TEMPERATURES OF 40 DEGREES F. NYS CODE I T - - - - - - - - - - - - f _jz AND FALLING. NO CONCRETE SHALL DENOTES EGRESS WINDOW - _ - - - _ - - _ - - - - I - Z BE PLACED ON FROZEN SURFACES. ° - - - " - - - - - - - - N 0 CONCRETE SHALL BE AIR ENTRAINED. - - - =- - =- - =- - —- - - J TOTAL AIR CONTENT (PERCENT BY +�- VOLUME OF CONCRETE) SHALL NOT BE r L ATIC ANS 5ECORA HIC ESION (f fR �EiRI 6'-0" 4'-0" 16'-O" Q 0- Z O � I4'-0° LESS THAN 5% OR MORE THAN 7% T ��� ��O �( ) NYS �� ��NTJ6 ��� 10, LU ADDITIVES SHALL BE ALLOWED GROUND SNOW LOAD 20 PSF 601-0 WITHOUT WRITTEN PERMISSION OF THE _ ® L2"X10" .AGQ LEDGER II ARCHITECT ALL CONCRETE 15 TO BE CEILING LIVE LOAD 20 .PSF �0 LAG TO EXIST WITH 2 _ MIN. 5,000 P.S.I. AT 28 DAYS 4 5,500 SECOND FLOOR LIVE LOAD 50 PSF AND 6" LAC BOLTS I' O.G. UA PSI FOR GARAGE SLAB. PROVIDE ALL FIRST FLOOR LIVE LOAD 40 PSF 12"� SONO TUBE FILLED STAGGER TECO JOISTS E `� l� r J-4J SLEEVES AND FOUNDATION VENTS AS d SOLID W/ 3000 sl 11V� 4"X4" HGQ POST p LEDGER WITH ZING COATED O REQUIRED BY NYS GODS. UNLESS WIND SFEED 110 MPH CONCRETE MIN. 56" OR HOT DIPPED GALVANIZED � BELOW GRADE (TYP) SEISMIC DESIGN CATEGORY B N nii�F-- v O INDICATED, ALL FOUNDATION OL Le WEATHER INDEX SEVERE (2) 2'_X10" AGQ �) 2"x10" AGQ 2Z2"XIO" AGQ (2) 2"XIO" AGQ - 2) 2"XIo" AGQFOOTINGS ARE TO BE A MIN. 8" DEEP - - PRO.JEGTING 6" ON EACH SIDE OF HE FROST LINE DEPTH 5 FEETFOUNDATION WALL. PROVIDE TWO #4 TERMITE MODERATE TO HEAVY - DEFORMED BARS CONTINUOS IN THE DEGAY SLIGHT TO MODERATE FOOTING. ALL 4" THICK CONCRETE 6' �-3 ��-3� gee p� 3�� q'-�"- 6" � O" X6 10 10 WELDED WINTER DESIGN TEMPERATURE NSA SLABS TO HAVE 6 / WIRE REINFORCING. ANCHOR BOLTS IN IGE SHIELD UNDERLAYMENT REQUIRED YES 461-OII � m CONCRETE SHALL BE HOOKED 5/8" X FLOOD HAZZARDS AS PER FEMA MAP m z N O m � z z . OUNDAT FOUNDATION PLAN � � _ 12" AT MAX. 5' O.G. PROVIDE BITUMEN AIR FREEZING INDEX 5`�p v O z EXPANSION JOINTS BETWEEN SLABS - AND FOUNDATION WALLS. SCALE: I/4" = I'-O" O � � � N N Q � Q N � N � TODA O'CONNELL R C k i f ECT P C 36" HIGH HANDRAIL 36" HIGH HANDRAIL WITH SPINDLES WITH SPINDLES \, �.,, TODD Q CQNNELL,AIA SPACED LESS THAN O SPACED LESS THAN /%� `- m 4" APART TO CODE 4" APART TO CODE j%` /� �;,; 1200 Veterans Memorial Highway rj Suite.120 - '% Hauppauge,.NY'11788 P(631)650-6666; 'F:(631)65 t)-fi667 0 todd@tocarchi0cts,com -9 n ASPHALT SHINGLES TO BE SELECTED I ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT �% 4x3 ALUMNIUM GUTTER W/ 3x4 OVER 15# BUILDING FELT _--- .%/�'' � _ - ALUMNIUM LEADER TO BE R W/ 3x4 --- - !� ALUMNIUM LEADER 4x3 ALUMNIUM GUTTEETO BE SELECTED BY OWNER -- - - -- ! -- " SELECTED BY OWNER I 4 0 � < 111 O O ® FIN15H TO - m SELECT O I 111111 "" 4X4AGQ POST � 4"X4" AGQ P05T N ,� cq 36" HIGH HANDRAIL N N x WITH SPINDLES 36" HIGH HANDRAIL N O N SPACED LE55 THAN N WITH SPINDLES 36" HIGH HANDRAIL z 4" APART TO CODE 4"X4" AGQ POST SPACED LE55 THAN WITH SPINDLES H 4" APART TO CODE 5PACED 5CODE THAN APART TO —1 (2) 2"X10" AGQ (2) 2"XIO" AGQ �S2) 2"XIO" AGQ (2) 2"X10" AGQ 2) 2"XIO" AGQ OPTIONAL DECK SKIRT z MW 0 OPTIONAL DECK SKIRT O �0T � � N - z 6" q'-3" =L4U N Q01 �w° VwOO 'Yr� h �� !:3�' r� J/ r s� 1 Q�ifl Q F=F�IY� ;,� 3 p- 2 w O W v NORTH ELEVATION SOUTH ELEVATION ��W,zoFq, )-� SCALE: 1/4" = I'-O" -V W o w°o zIn }o Q SCALE: 1/4" = 1'-0" m WW H v m w U Y SCALE: I/4" = I'-O" a Z T J Z11 n Z v w-� °O O y�QN�°oma z O °wJzQ�dwOp$ vl- QvnQnQ�p�2}- z-7Ngw�Op=O� �0.aw°71 1 ,�NQ�new 2"x8" R.R. a 16' O.G. ~°3 N-,x W<<d Jf Ixkj)LI) F�O� 2"x8" R.R. a 16, O.G. W w w w Q- �LLVz-L uNW� �vmOOQ�aoo° �- _o p � zZz ° / x ~zaQwF i oQ=�d�� ��� d rr z Q / �G�?OV x / m ROOF PLAN 50ALE: 1/4" = 1'-0" ----- ---- --- ----- ---------------_----- _---.,_— —_ ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT 2"X8" R.R. m 16" O.G. 4x3 ALUMNIUM GUTTER W/ 3x4 ALUMNIUM LEADER TO BE SELECTED BY OWNER Vii` ;%� �� � (2) 2"XIO" AGQ w d La 2"X6" G.J. ® I6" O.G. Ld 4"X4" AGQ POST V e FLASHING DECKING TO 5ELEGT 2"XIO" AOG LEDGER O 2"X8" AGQ F.J. a 16" O.G. W/ TECO — ASPHALT SHINGLES TO BE SELECTED L OVER 15# BUILDING FELT (2) 2"X10" ACO 1— 4x3 ALUMNIUM GUTTER W/ 3x4---,\ -- 4"X4" AGQ P05T JOISTS BY OTHERS ALUMNIUM LEADER TO BE GIRDER BY — _ — SELECTED BY OWNER __ _..._ ___ _._._ _ _- __.__.__ - __-._ _--_-- -------___--- ----__._--- OTHERS 12"0 SONO TUBE FILLED ---- --- --- SOLID W/ 3000psi O \ CONCRETE MIN. 36" BELOW GRADE (TYP) ®J-{--1 4" P. GONC.SLAB 3Y:2" ST. PIPE COL. J� W/ 24"x24"xl2" , W/ 6X610/10 WWM POURED GONG. FTG. 4"X4" AGQ POST 10" P. GONG. (TYPICAL) FOUNDATION WALL v , Z 36" HIGH HANDRAIL O WITH SPINDLES If SPACED LESS THAN 20"x10" P.GONG. FOOTING W/ a .. 4 APART TO CODE (2)#4 RE-BAR CONTINUOUS � LU SECTION A—A z SCALE: 1/4" = 1'-0" rVt ' 6 y ld�h OPTIONAL DECK SKIRT f 1 EAST ELEVATION o Q Q -Az o SCALE: I/4" = I'-O" m d O 0 0 p OCCUPANCY OR :, UtTMA . RETAIN STORM WATER RUNOFF USE IS UNLAWFUL PURSUANT TO CHAPTER 236 WITHOUT CERTIFICATE z OF THE TOWN CODE. W OF OCCUPANCY = Z 1 ELEVATIONS TOTAL AREA = 2492 U AP ROVED 1`=1 -ED W 2 FOUNDATION PLAN DATE B.P.�aj6v-� U SE GROUP = SINGLE FAMILY Z F-. 60 By:, I 3 A 313 FLOOR PLAN IIC:�TI�Y BUILDING DEF', fMENT AT CONST. TYP E = VB ��65-1802 8 AM TO 4 P?Vi FOR THE Q FOLLOWING INSPECTIONS: a 4 4C CROSS SECTION ' FUR POURED CONONrOur�nf��'°nI CRCRE�f=:-,'I ; D GROUND SNOW LOAD = 40 LB /SF a_ � ROUGH - FRAMING & PLUMBING INSULATION 5A 513 PLUMBING PLAN -INAL - �NSTRUCTION MUST SEISMIC DESIGN CAT. = C - COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE — D 6A ) 613 ELECTRICAL PLAN REQUIREMENTS OF THE CODES OF NCV',/ SOIL SITE CLASS YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 8 STD . NOTES & DETAILS WIND SPEED (3 SEC. GUST) = 120 MPH COMPLY WITH ALL CODES OF EXPOSURE CATEGORY = 13 Ln rto Q, PLUMBING DO NOT PROCEED WITH NEW YORK STATE & TOWN W pyo AS REQUIRED AND _ ALL PLUMBING WASTE r„�.,,..,.:..� l!wdTIL SURVEY CODES � &WATER LINES NEED OF .,!� LOCATION CONDITIONS OF ROOF HEIGHT TESTING BEFORE COVERING MEAN — 3 3 [ MAX ] F T ur LIC 'L WOBER CERTIFICATM �T~� SOMD USTE'ES TOWN ,,,,E, FLOOR L VE L CmTImA1'E OF OCCUPANCY 1St FL . — `�-0 LB /SF � co � N 7"' SED IN VIM TER co cq a a YSYSTEM CANNOT = coE 'CEE(J 2./i0 OF i% LEAD. 2nd FL. 30 LB /SF 'v", Z Z Zo z u) Z ~ cv w QW � U w cn a CU �t co 04 CO 0 — 044co Z W qld C%4 I O Z co * DESIGNED TO THE FOLLOWING: � Q Zz � _ � lu X RESIDENTIAL CODE OF NEW YORK STATE CD w � w � � ._LL- 2010 _ MANUAL, SBC HIGH WIND EDITION oz z ? N =2005 WOOD FRAME CONSTRUCTIONo Q � o 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF J = } ] ►. � E— �— _ N Q `� � � � NEW YORK STATEw W c- aLo — 2008 NATIONAL ELECTRI CAL CODE > 0 = cn n0 co Ld cM ... az � cn � *NOTE: "TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL;, JUDGMENT THESE 1`- o a W ®® PLANS (AND SPECIFICATIONS) ARE. 0 ZOO 1 DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THIS z Y Q z W O> ) " � ego ®® APPROVAL (M 0659-02-058) ON FILE WITH THE DIVISION AND ATTACHED CONDITIONAL APPROVAL LETTER. c Q Y Z U Q o o0Z 2) IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, w o 0 2010 EDITION. COMPLIANCE IS DETERMINED BY THE USE OF RESCHECK, COMPUTER SOFTWARE z °° " DEVELOPED BY DOE, AND CONFORMANCE TO GENERAL PROVISIONS OF CHAPTER 5, SECTIONS 502, jLj J w �, " Q 5030 504, AND 505. INDIVIDUAL MODEL PLANS SHALL BE ACCOMPANIED BY A RESCHECK REPORT. m �- w Z� w0 cli ���` T) 0 o orr,- �z �l U �, IL�j OVERHANG DIMENSION (*) NO HOUSE WIDTH WINDOW GRILLE PATTERNS SHOWN ROOF PITCHARE FOR ANDERSEN 400 SERIES SIDING BC CORNERS' 24p-09f 26'-0"/,30'-0"127'-8"/31'-8" WINDOWS. GRILLE PATTERNS FOR 5/12 16" 11" 16" OTHER SERIES OR MANUFACTURERS ARE BY B/P MAY BE DIFFERENT. 7/12 16" 11 16" 9/1212" 11" V 12" ALL EXT.STAIRS, STEPS, RAILS & GUARDS TO BE 12 12 8 3 4" 8 3 4" 8 3 4" DESIGNED, SUPPLIED AND INSTALLED BY B/P Z W Q O U w 12 0- 7 2 12 ~' a9 a RETURNS BY B/P FFMI FFITII FFM PORCH BY B/P afs . * �3�/�!!� - ii y •� PFt1 Y00 LIEO 0 0 \ 0 2Q lu m m ill it I i ! li I li Ili I � II II I I I (FRONT ELEVATION i m i i i RIGHT ELEVATION I II uj 00 La o .- \� 0 00 0 M 0 0 t", z z O 6 - p Y N Z U) W 2 Ww U Q W awl fN- V 00 PLUMBING VENT CD STACK I - tV c0 (J CD o f L (n I L E � � = zul) 00 o - z C3 v OVERHANG Q ? � SEE CHART F- D: •- LLJ a J 030 p OZ zw ® j -60 � aLr) IBJ 000 w o o� J= � -Irk N IFT 11e e Q rn NoMo s ® _ I- �� ® w - 00 moo° Q z > CD M H I I I I I I I I Ld REAR ELEVATION ~O 0 o o LEFT ELEVATION i i I ®® I I z YQz Q Y Q woo 1 ® - z0rnfy_ v Q ? � o wJJ>- � I O H LLJ �. z W O(nL¢i Ld Z w� (n O Cl U 0 Q Q dl 46'-0" 14'-0" 1071 PLF U W a ------ 8787# I 1'-4 1/2" O qt FOUNDATION WALL i I 3'-5 1/2" g'-2 o I I FOOTING NOT I I d- � .I COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; in 04 6 -6 OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS ** -1 ' " �' , M 178 # Q o GD I I 0- 1 1 ao ��P I 1 p toI P=11644# P=11644# P=111 011 3'-4" 16'-6" 10'-2" 16'-0„ to/ to 1196 PL( 700 PLF 1196 PLF 700 PLF 00 * * ** 10 N 00 I I I I I I I I I I I 1 —e--1- - -F _0 - - —�o- - �-e- I- -ems - - e �— - - - Q N I I I I I I �-1 X—LALLY L---J L---J L- J I I - L - L---J GARAGE0) I I I COLUMN 1 N I I I I [UNEXCAVATED] W I I I I I COLUMN FOOTING N I I I I I U) L1 J-LJ 00 STAIRS DESIGNED & CONSTRUCTED BY B/P o 00 �]2 UP I o a N SUPPLIED BY WMH I I 1 �` 0 00 0 i INSTALLED BY B/P Od i I 7 7# t� 6 I ---J �_ --- o 0 o Z -- 18787# I z �_ v W U L ` ------ O ------ J w a 44 '-4 1/ 79 3 F -4 1/2/" CL C-> 00 16'-0" 14'-0" 16'-0" 14'-0" I N •- co cn I N LN E >c>- 2 O 3ZLn U = � � Q � Z � � X a � rn . HOLDDOWN LOCATION W a ~ Z3 cn Ja 030 - LOAD (Ibs) AND REQUIRED LOAD (BY B/P-U.O.N) W Z Z w 1 FOUNDATION NOTES: o Lo W r � ® ck: 1 THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. _ COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED Q 0') C, 0M0 ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. Ld � Lo2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND } 000 CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) 0 C/) a),-.- � STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE a M� O SEPERATION. Z F� 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. Ld J Z Q 0 000 ®® 4) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. Z U 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE. z Y a- Z 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND w ¢ Y � \ INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO Q o OW O O V PROTRUSION ABOVE TOP OF SILL PLATE. U O z 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT Q � � STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL V) jJJ w I APPLICABLE ENERGY CODE REQUIREMENTS LLJ �Z2 � W z2 - L;j W FnQz � w� LFL—j Q l� � ¢ 00-1a - 461-Off 14'-0" 9' CLG HT 8' CLG HT v an z Ld 4'-0" 11'-3 3/8" 6'-7 1/4" 5'-7 1/4" 4'-0" 2'-3" 8'-6 1/2" Q FWG6068 CN235 9-LITE VENT 1832 Z — X42 Cw2442 z 8787# O �4�2 2 2442_I DELETE L 2 2 12421 I� FAUCET "�� tj I O II.IJ � CAR 830 BWBT18 DW PREP B12 CAR � ILO00z0 00 CGSB36BUT SL fN to I W .— TILE v24 -------- ------------- 1 to N ii IDP ES 0 Iz 44sf TILE O R OF OVERHANG Z DINING o — 9 um A. 13 -0 x 13 -4 m "' O IoM i 33sf o DX30 A B78 BD30-3D BSB 3� �� D26 D26 5/8' TYPE-X GWB 8787# Q S-2" I � � c0 J m 0 -DELUXE OPTION- 000 m KITCHEN -RAISE CABINETS 3/4"- o_3 O _ -CCM CROWN MOLDING- m 04 3'-0" 17'-0" x 12'-7" L 1 2—D20 2—D20 r'' ---- EP96 MODULAR GARAGE 2496 362424B30 630 ------- ------- [2] PVC LINES PANTRY FROM BSMT 5822 CV [4] 2x4's 302412 3042 BY WMH * 833y� _ TO ATTIC a� e��✓� 00 - OU [4] 1 1/2" x 5 1/2" MICROLAMS - CEILING [4] 1 1/2" x 5 1/2" MICROLAMS - CEILING [2] 1 1/2" x 14" MICROLAMS - ROOF [6 1 1 2" x 9 1 4" MICROLAMS - 2ND FL - - - Q N 1 5822# [ ] / / 5sso [4] 1 1/2 x 9 1/4 MICROLAMS - 2ND FL b Of W Q� r [4] 2x4'5 [3] 2x4'5 %) I z vj N N z 04 u- > - o c� Z O x Ld ©'f'' w 8'x7' O.H.D. (LLo 00 z r •{ * 11C`�� `r o z Cr a Xb o 0 It X of 1 , ^ � FAMILY ROOM LIP LIVING ROOM `` J Q 0 o M 00 13'-1 1/2" x 12'-6" I 15'-3" x 13'-11" `M� o zlk o RO = 8'-3" x MAX HT 8787# �� z C'4 I o 1 1/2" x 9 1/4" MICRO. HD z z 0o PINNED PINNED 1 z � _o 0 0 308SL 308SL J N w FWH 068 DX302 FWH 06818787 Ld `_' S255 I # ui 4'-10" 4'-10" 4'-1 1/2" 4'-1 1/2" 4'-10" 4'-10" a U cn on 8'-0" 8'-0" 7'-0" 7'-0" 8'-0" 81'-0" 8'-3" Lo - 04 I 16'-0" 14'-0" 16'-0" '-10 1 " 14'-0" 2 -10 1/2 Z L N m < � � � PORCH �, - - - - BY B/P _ _ - ~ s D Lo _ � U o 00 00 o `. Q � Z x 9'-0" FIRST FLOOR CEILING HEIGHT z N J 0 CY o o _ C) Z 9z � �o MAIN COLONIAL ONLY o r 6i Lo W 0 O rn 21 INSULATION - ANDERSEN 400 DP50 WINDOWS- 0 —1 -� = N 2 PANEL ARCH, SOLID SMOOTH MASONITE DOORS- 2O MPH WIND ZONE w =n -RASE BASE TRIM 3/4 IN ENTIRE HOUSE- p LL_ } SHEARWALL LEGEND43> �' �� ALL FIELD NAILING IS 12" OC > � V) Q M z Q) 1 _ * COMBINED —ENERGY STAR COMPLIANCE— ® SHEAR WALL-436p1f . O� J z Q EDGE NAILS: 8d COMMON NAILS ® 6"o.c00 " *CAULK UNDER ALL EXTERIOR WALLS* z U O ®® LIGHT & VENTILATION SCHEDULE (SF) *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN SHEAR WALL 590PLFz Y Y FLOORS CEILINGS AND EXTERIOR WALLS* ® � z O w/ 8d COMMON NAILS ® 4' OC p Q ®® ROOM AREA LIGHT SUPPLIED VENT SUPPLIED *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR Q y WALL OUTLETS* SHEAR WALL-730plf Q o o z LIVING ROOM 212 23.8 20.0 *WALL INSULATION TO BE INSTALLED SPLIT AROUND ® EDGE NAILS: 8d COMMON NAILS ® 3"o.c. Q 2 U 0 0 * KITCHEN 221 8.0 7.2 WIRING AND ELECTRICAL BOXES—NO GAPS* z m *INSTALL MATING WALL GASKET* HOLDDOWN LOCATION * DINING ROOM 166 36.7 27.1 *LOW EXPANSION SPRAY FOAM INSULATION INSTALLEDLOAD (Ibs) AND REQUIRED LOAD (BY B/P-U.O.N) 0 1_j I - FAMILY ROOM 160 36.7 27.1 AROUND DOORS AND WINDOWS* 61 `— Ld =ALL_ Z v �i oO cnal 46'-0" z W 14'-11 3/8" 5'-4" 9'-3 3/8" 4'-11 1 /4" CD Q 2-30410 1 832fl 30410 1 3594# zz M1 BY B/P o J SHOWER MBAISESW/UB LINEN N U M O I CEMENT BOARD W V60 O i 0 z = SURROUND � ln � STUDY D20 BEDROOM #3 Z TILE — N 77sf j U� 13'-0" x 9'-2" O 12'-0" x 13'-0 1/2" M N (DOES NOT INC I o LSHOWER AREA 3'-0" TILE N Q 66sf 0- I > D26 LINEN O - d o I o D20 A50 D26 [21 1 1/2" x 14" -- MICROLAM - ROOF = N co 125 •, 54" I N 04 3 —————— [4]1 2x3's j�-EIIQSTAL 00 00 D26 2-D20 < Lo [4j 2°3'$ [2] 1 1/2" x 14" MICROLAM - ROOF [4�2x3s -------- ------ _ z C6 0 2-D20 W 0 20 0 � a L1C���'�o ��� OPEN a �� TO i� mD �^ ��\ BELOW m W MSTR BEDROOM BEDROOM #2 0 QLu 0 15'-5 1/2" x 16'-3 1/2" i� \�� 15'-5 1/2" x 9'-9" o M o 3'-11" 8'-2" 10'-11" i� �� 10'-11" 8'-2" 3'-11''� " •1 '-4" 5'-0" 2'-4" 4'-11 -3/4" �4��11 3/4" 2'_4" 5'-0» 2'-4 t\ Z °i 30410 30410 i� �� 30410 30410 I z° i= v o Fn N �� A41T CTC2T �� N a > _ 3594# (if w v awl - c_> rn 00 `o CSO � LN o O 3 o oM J U = z � 00 Q ZZ xuj a - 9'- 0" FIRST FLOOR CEILING HEIGHT 3E WQ 0 30 MAIN COLONIAL ONLY W Q w � W o 0) � or � anoX � ® orn -R21 INSULATION- - - ANDERSEN 400 DP50 WINDOWS- Q ooN 2 PANEL ARCH, SOLID SMOOTH MASONITE DOORS- 120 MPH WIND ZONE w _Lo -RASE BASE TRIM 3/4" IN ENTIRE HOUSE- o -.I-- c v- SHEARWALL LEGEND 0 co w "' a, ALL FIELD NAILING IS 12" OC Q o cn Z C SHEAR WALL-436pif -ENERGY STAR COMPLIANCE- ® � J z Q EDGE NAILS: 8d COMMON NAILS ® 6"o.c• 00 *CAULK UNDER ALL EXTERIOR WALLS* O Z O O U ®® *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN SHEAR WALL 590PLF z Y � Y LIGHT & VENTILATION SCHEDULE (SF) FLOORS, CEILINGS AND EXTERIOR WALLS* ® w/ 8d COMMON NAILS ® 4" OC o < Z O W ®® *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR Q Y cn ROOM AREA LIGHT SUPPLIED VENT SUPPLIED WALL OUTLETS* SHEAR WALL-730plf Q o o z 1 MSTR BEDROOM 251 31.8 17.19 *WALL INSULATION TO BE INSTALLED SPLIT AROUND ® EDGE NAILS: 8d COMMON NAILS ® 3"o.c. o - w O O v - Z m U0-) IY BEDROOM#2 150 31.8 17.19 WIRING AND ELECTRICAL BOXES-NO GAPS* Q *INSTALL MATING WALL GASKET* HOLDDOWN LOCATION awe w o BEDROOM#3 15621.2 11.46 *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED LOAD (Ibs) AND REQUIRED LOAD (BY B/P—U.O.N) U) m-im Wpm., STUDY 119 21.2 11.46 AROUND DOORS AND WINDOWS* Lv ;z� zm wit Lv w Q cn L� - a d- 0I ��� 0o o 00 c0 a 1 T/4" x 20 GA STEEL UPLIFT STRAPS INSTALLED 7VER1 ROOF SHEATHING AND FASTENED PER TABLE INTO ROOF LEAK FRAME AND ROOF TRUSS TOP CHORD — `\ ROOF PEAK INSERT FRAME \ U ROOF PEAK FRAME 1 1/4" x 20 GA STEEL UPLIFT STRAPS INSTALLED OVER1 W STANDARD ROOF TRUSS KNEE WALL ROOF SHEATHING AND FASTENED PER TABLE INTO ROOF Ca LEAK FRAME AND ROOF TRUSS TOP CHORD Q ROOF TRUSS TOP CHORD ROOF TRUSS TOP CHORD H FLIP TYPE ROOF RIDGE CONNECTION O STANDARD TRUSS (INSERT TYPE) ROOF RIDGE w CONNECTION STANDARD ROOF TRUSS KNEE WALL 0- 0 FASTEN TOP EDGE 1 1/4" x 20 GA STEEL UPLIFT STRAPS FASTENED PER Z OF SHEATHING TABLE INTO ROOF TRUSS KNEE WALL, AFTER ROOF IS WITH (2) ROWS ROOF TRUSS TOP CHORD SET, AS SITE WORK OF 8d NAILS O' 4" OC INTO TOP PLATES SIMPSON Tl� 1 1/4" x 20 GA STEEL UPLIFT STRAPS FASTENED PER DOWN � MMHB TABLE INTO MATING WALL STUD a TRUSS CONNECTION TO EXTERIOR WALL - TOE NAIL ROOF TRUSS BOTTOM SHALL BE 2X6 TIE DOWN BLOCK IN EVERY CHORD TO MATING WALL TOP OTHER TRUSS BAY WITH (3) 16d NAILS PER TRUSS END NAILED INTO TIE DOWN _ PLATE WITH (2) 16d NAILS a BLOCK AND (6) 16d NAILS FACENAILED 12" OC THRU TIE DOWN BLOCK INTO TOP PLATES FASTEN SHEATHING FA E NA WALL STUDS ANDSTOPTPLATEo WITH (3) Sd NAILS EXTERIOR WALL STUD WITHIN TOP 8" OF ' STUD FACTORY MATING WALL STUD 03��/�y 1 RESPONSIBILITY i C ) ROOF TO EXTERIOR WALL CONNECTION Q -� PPa\ F — G STANDARD ROOF TRUSS TO ��� �, SET CREW 1 1/4" x 20 GA STEEL UPLIFT STRAPS 0 16" RESPONSIBILITY) MATING WALL CONNECTION INSTALLED OVER WAIL SHEATHING AND FA A Z O FASTENED PER TABLE INTO SECOND AND FIRST LLI V � O�An FLOOR STUDS � ,r17 BUILDER/ O EXTERIOR WALL STUD PURCHASER RESPONSIBILITY SECOND FLOOR PERIMETER BAND SECOND FLOOR CONSTRUCTION NOTE BOX LEGEND TOE NAIL FLOOR PERIMETER BAND TO CEILING OULINES DENOTE RESPONSIBILITY GABLE END TRUSS, FASTEN SHEATHING WITH 8d NAILS PLATE WITH (2) 16d NAILS 0 12" OC ',.`; 4' ROOF PERIMETER EDGE ZONES, FASTEN SHEATHING WITF CEILING PLATE FASTENED TO CEILING THE FOLLOWING SPACING: [TABLE 3.8] w0 w BAND WITH (2) 16d NAILS 0 16" OC ;'.., ;`,'? ' ROOF FRAMING ALONG EDGES IN PANEL FEILD Q ~ � 00 OC 6" OC 6„ OC M�r o 0 16„ Q aJ FIRST FLOOR CEILING CONSTRUCTION -'11 1";'-;-_ '-l�w?i 2q." CC q.” CC 4" OC 2x6 CEILING PERIMETER BAND ROOF INTERIOR ZONE, FASTEN SHEATHING WITH 8d NAILS ( �� z FACE NAIL EXTERIOR WALL SHEATHING STRIP TO `7`':-y.:J jr .J. 1 FLOOR AND CEILING PERIMETER BANDS WITH 8d _ FOLLOWING SPACING: [TABLE 3.8] o oz z NAILS 0 6" Dc , , tr. ROOF FRAMING ALONG EDGES IN PANEL FEILD z o Y j 16" OC 6 OC 12 OCw 24" EXTERIOR WALL STUD 1 'Y- + ' *' '1 i OC 6' Q f, o w = B j SECOND FLOOR TO FIRST FLOOR CONNECTIONS @ `,, ' '- �= .;. % `' `1 ,' ;i,`'' ' " cn CL l''ir't' SHEARWALLS SHALL CONFORM TO THE SPECIFIC HOUSE SI- 4_j F �!, ',fir " '!'1 l�l DESIGN CALCULATIONS SEE FLOOR PLAN FOR SHEARWALL EXTERIOR WALL L ; 'l,!! AND HOLDDOWN LOCATIONS rn Lo 0 1 x zo c ,', - �.•` �','-� %%�i`r%'!� CORNER P >4" A STEEL UPLIFT STRAP BETWEEN THE FIRST FLOOR ���`' ��```,`� �' ''��' !' "'!' TRIPLE STUD OST REQUIRED @ END OF SHEAR 1, �.c.`..�....�" i, il ;t CO WALL (FASTENED PER TABLE) AND THE FOUNDATION SHALL BE �''' �' '1�`t 1 "!•= '1 .r%�l�; ;'' l r�, I 1' h`1 !;;; TYPICAL EACH FLOOR 3.4.1 .1.3 ^ i EITHER EMBEDDED IN THE FOUNDATION OR LAPPED UNDER THE ` r I [ ] �♦ �' N FOUNDATION PLATE AND NAILED. EMBEDMENT SHALL BE A MINIMUM „' '' "( i, rr I J'I �� I� OF 7" IN A POURED CONCRETE FOUNDATION AND 15" INA , ;ih ,h',,`. h,,' ,r'r f'1! 'j j(j' r%i;'rr;'/r rrj!' ,!i irr! 'r �f� OO - MASONRY BLOCK FOUNDATION. STRAPS EMBEDDED IN MASONRY t 1 ', ;i , ,, ,! ; r! ,i' i;rl HOLDDOWNS AT EACH END OF SHEAR WALLS SHALL BE AN o d �--- t 1 1 ,, .fIrr�l'' ; !, l r `'l l ,. l ' O W O. 3 V BLOCK FOUNDATIONS SHALL BE GALVENIZED PER ASTM A-90. ;/J !! '! :, Lam, -JLC SILL PLATES WITH LAPPED STEEL STRAPS SHALL INCLUDE 3" !, ,;! THE FOUNDATION BY THE BUILDER/ PURCHASER IN ACCOR c SQUARE WASHERS WITH THE ANCHOR BOLTS. !!',' I ;l ?/ '/r i r I;J ' r. THE HOLDDOWN MANUFACTURERS INSTRUCTIONS AS SITE W °- rn REQUIRED CAPACITIES TYPICAL EACH FL( 00 o e EXTERIOR WALL STUD' 1 %I , ' FLOOR PLAN FOR R 1 �� _ 1h1�� , 1' �' 'r l� r iii !t +,rr ' 'r;j i!' Q z z c FIRST FLOOR PERIMETER BAND ';, ..',''•,''„'t'\`', ,, ,,,�,,, ,•,, ;,,,,h �r,' ,t, r;`�'r%�r%„ii i;,'l�fr'�'lr;; B RIN Q � F- i� _ EA G WALL TOP P SPLICE LENGTHES SH, v� PLATES MINIMUM P !!r^� TOE NAIL FLOOR PERIMETER BAND TO FOUNDATION SILL PLATE `''' ';h11"hl� ;';'' ,`` I r ;riff'; Ii ! [TABLE 3.20] V z 0_ w O �� J WITH (2) 16d NAILS 0 12" OC �,'�. t ;` �: ” ` �'r ' r �,r r;! WALL LGTH 24' 36' 40' 50' 60' z z z O r1uj i' ' r' SPLICE LGTH 2' 3' 4' 5' 6' C) 0 Z 'n LJ Z �t %;l; rr'' Q L�j100 C3 � �,t':,`ht,'h�tt��„',`t,',`�`;tj,�j r'!rjs,•'r �` O >- rl1r� FOUNDATION ENGINEERING AND CONSTRUCTION BY BUILDER U) z v1 a "b SILL PLATES, PROVIDED AND INSTALLED BY BUILDER/PURCHASER AS 1t',,,•�, ;, 1•;t/ i1' ll; _ N SITE WORK, SHALL HAVE FULL BEARING ON THE FOUNDATION WALL is PURCHASER IN ACCORDANCE WITH ALL BUILDING CODE RE( —AND BE ANCHORED TO THE FOUNDATION, ANCHOR BOLTS SHALL BE !'/'' cn LOCATED WITHIN 6” TO 12” OF EACH END OF THE SILL PLATE, LINE OF GRADE 1 QV 00 EMBEDDED A MINIMUM OF 7" IN A POURED CONCRETE FOUNDATION W -� �I � AND 15" IN A MASONRY BLOCK FOUNDATION. aTYPICAL HOUSE FOUNDATION CONSTRUCTION LiJ DIAGRAM �-- -i- NOTE: 16 GA STAPLES WITH 1" PENETRATION ARE 65% OF THE STRENGTH OF 8d NAILS, THEREFORE AN EQUIVALENT STAPLE QUANTITY OF 1.5X THE NAIL QUANTITY MAY BE USED AS AN ALTERNATIVE TO THE 8d NAILS Q Z �C o FOUNDATION ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7" IN A POURED CONCRETE FOUNDATION AND 15" IN A W J — Q MASONRY BLOCK FOUNDATION, LOCATED WITHIN 6" TO 12" OF —I Z EACH END OF THE SILL PLATE AND SPACED AS FOLLOWS: NOTES: STEEL UPLIFT STRAP REQUIREMENTS NOTE: O O O 1. THIS SHEEP ADDRESSES THE CONSTRUCTION CRITERIA FOR HOMES THAT ARE TO BE UMBER OF 6d COM ON NAILS IN EACH END OF O \ ® 1/2"ANCHOR BOLT 5/8"ANCHOR BOLT 1 1,4"x 20 OA STL STRAP SEE NOTE 2 1. TH z U I STORY 46" CC 72°OC INSTALLED IN REGIONS OF NEW YORK STATE WHERE THE BASIC WIND SPEEDS RANGE FRAMING ROOF 2nd FL WALL Tat FL WALL OF ARE ' z � - 2 STORY 23" OC 36"OC FROM 110 TO 120 MPH (3-SECOND GUST). CONFORMANCE IS BASED ON THE SPACING SPAN ROOF PEAK ROOF TO WAIL TO Iat FL WALL TWO STORY SPEEI Q z 3 STORY 15" OC 23"OC OR 1 STORY TO HOUSE TO ®' AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR UNI (FTT IS BA 2 2 cc CC Q FOUNDATION FOUNDATION CONS Q G L• ONE- AND TWO- FAMILY DWELLINGS - 2005 SBC HIGH WIND EDITION (WFCM) 24 2 3 7 12 26 3 3 2 2 SBC w 2. WINDOWS SHALL ALSO BE PROTECTED FROM WIND-BORNE DEBRIS IN ACCORDANCE 2; 3 3 3 2 2 WI Q /�► FLOOR TO FOUNDATION CONNECTION @EXTERIOR WALL WITH THE RESIDENTIAL CODE OF NEW YORK STATE SECTION R301.2,1.2 EXCEPTION, THE BUILDER/ PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED 16 26 3 4 3 ACCO � � U 07 Of ' 3 32 4 4 3 3 EXCEI INCLUDING NCLUDING THE FASTENING. Z m THE BUILDER/ PURCHASER SHALL BE RESPONSIBLE FOR ENGINEERING AND CODE CONFORMANCE OF THE FOUNDATION AND SILL PROTECTION, 24 4 5 4 4 PLATE. THE FOUNDATION MUST BE SUFFICIENTLY DESIGNED AND CONSTRUCTED TO WITHSTAND THE GRAVITY, LATERAL, SHEAR AND 24 26 1 5 5 4 PROV UPLIFT FORCES THAT WILL BE TRANSFERRED THROUGH THE BUILDING INTO THE FOUNDATION (INCLUDING SHEARWALL HOLDDOWN 3, FLOOR FRAMING SHALL HAVE SOLID BLOCKING ALIGNED WITH THE FLOOR SHEATHING 32 6 6 6 5 F— >- 3 HARDWARE ANCHORAGE) IN THE FIRST TWO FRAMING BAYS NOTES: SHfA ?- LIJ 1I THIS SCHEDULE REFERENCES SPECIFICATIONS FROM THE WFCM TABLE 3.3B J I I 1 4. ROOF FRAMING SHALL HAVE SOLID BLOCKING ALIGNED WITH THE ROOF SHEATHING 2)11)70E NAILED 16d COMMON NAIL CAN REPLACE(1)Sd COMMON NAIL � — ~ W LL' IN THE 4' PERIMETER EDGE ZONE ALONG THE GABLE ENDS OF THE HOUSE IN ACCORDANCE WITH WFCM TABLE 6) 4 R( W V H CZE Ln 4 LSI O SHEA' Q c/1 w w w THE W 0 wy Q� Uz Q (n U W Q Z O CONT RIDGE VENT 18 int/LF W ROOF PITCH MAY VARY 0- SEE ELEVATION DWG #1 12 z 7 /—OVER TYP ROOF } 30 YR SELF-SEALING FIBERGLASS SHINGLES I- PRE ENGINEERED & 15# ROOFING FELT � CERTIFIED ROOF TRUSS DESIGN OVER 5/8" AGENCY RATED SHEATHING BITUTHANE APPLIED CONTINUOUSLY TO EAVES FOR ICE SHIELD R38 INSULATION THIS ATTIC SPACE w W/VAPOR BARRIER FS IS DESIGNED AIR BAFFLE BY � FOR LIGHT STORAGE WMH 1x6 SUB-FASCIA '-FASCIA BY B/P �� ` 2x6 BLOCK BETWEEN �SOFFIT BY B/P P EVERY OTHER TRUSS w/ Q Q.� a r3�11 16d FACE-NAILS AND16d END-NAILS AToTYP INTERIOR WALL �— Lo2 2x4 SPF 3 TOP PLATES TYP EXTERIOR WALL ZCH END OF BLOCK I [ ] # [2] 2x6 SPF #3 TOP PLATES oo 2x4 SPF #3 @16" OC STUDS 2x6 SPF #3 @ 16" OC STUDS W 2x4 SPF #3 SOLE PLATE 2x6 SPF #2 SOLE PLATE 3 16d FACE-NAILS = (3)(82# = 246# (WITHDRAWAL) 1/2" GWB BOTH SIDES 1/2" GWB INTERIOR SIDE b'<<S' �c UGti��� 3� 16d END-NAILS = (3)(128#� = 384# (SHEAR) R21 INSULATION WITH VAPOR BARRIER BOTH GREATER THAN 175# MINIMUM.] 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE �n 2x10 SPF #2 16" OC FLR JST WEATHER - PROTECTIVE BARRIER SIDING BY B/P o _ � TYP MARRIAGE WALL - o � o \ 2x3 [2] SPF #3 TOP PLATES - o 2x3 SPF #3 @ 12" O.C.(1 st FLR) -- � 0 2x3 SPF #3 C� 16" O.C.(2nd FLR) 2NIFL 16d COMMONS \� Z9" TOE NAIL @ 12" ac1 1/2 AGENCY RATED SHTG. MAT.SIDE I o 0 o zo°' 1/2" GWB INTERIOR SIDE C° w ~ Zv �'1ST Q o w v 2x3 SPF #3 SOLE PLATE 00 = 8d COMMONS MALONG6BAND N o- 16d TOEMAILED I Q z -It 00 16" O.C. AGENCY RATED SHTG. TYP SUB-FLOORING 3/4" ' _ u [2] 2x6 PT SILL PLATE�� 2x10 SPF #2 @ 16" OC FLR JST m Iz (o — N (SUPPLIED & INSTALLED BY B/P) J R-19 FIBERGLASS INSULATION ° 0 TO COMPLY W/ENERGY CODE SUPPORTS 0° � °O C) (INSTALLED BY B/P W/VAPOR & STAIRS o co o ~ 3 n iv o BARRIER TO WARM SIDE) BY B/P 0 o m U 00 = z t rn o 9 o w z C36 x FOUNDATION WALL I �- co I = a Z:3 CD v r ¢ LALLY COLUMN W < z a w o `/ -� _jo cn J a O V) d Q z Q Lo w � ZQ Zw W FOUNDATION FOOTING _ cn o r I00 tr r n J V / 4- CN E-YQ Cn M COLUMN W ° O FOOTING ' V ^ v , v � c/i) 0 0000 8d w N az (AV) V) LLJ 00 � 0 O Z O U ®® z ®� Q � z .. � O ® W Q U Q q 0LLJ Uo 0 z m UO-) � AV Q o - LLJ>- a- cUc 7-� ~ I�� zw � L;jII LTJ w(nLa z u J �� r-,�_) a� 46'-0" 14'-0" U W C9 Q Z - O 27V ILij DW I LAV SH W 1 0- KIT.�SINK I 1 1/2"D 2"D Z DINING - 1 �2"V I WASHER I 2 V 2 V 2"D oWc 1 1/2"V 1 3"D L_ 2"V � (L KITCHEN ---- ------- MODULAR GARAGE Z v W 3"D FRM . (n� 3"D FRM 2 2ND E- A U m a 2ND FLR 00 IL 0 0 00 0 ^w R� O � z (n N 'fl moi. B FAMILY ROOM LIVING ROOM111.00 I � o I I t� o I o o zz 0 U N w J > 2 a Q U W a U It 00 � cnrn L � Z — � to 16'-0" 14'-0" 16'-0" 14'-0" Q N Y N 1 E >- co ~ ° Lo --❑ 0 = Z 00 00 0 z Z X a z rn � CD za wo m — � w KIT ICE p 0 z z W O WASHER WC LAV TUB SHO SINK DW MAKER w z -v Lj (!� 0 5;: T T I T T Q rn (nM I I I I I ? TO 2ND N 00 I 1I I I " W N FLOOR _c- c j I I I I I TYP \ -V- tm FL m I I I I I > Ld CD I I I I IIN, N Qz O _� � M I_ � DWV DIAGRAM �' ,_I l z Q VI E W `A' - N TS N LAV > > O o ov o H— z ®® D = DRAIN �W WASHER 1 1/2"D N N Z Y Q z V = VENT ) N o � � O O ®® FV = FUTURE VENT ------• DRAIN BY B P KI2sD KWC � Q Y / 3"D SUPPLY DIAGRAM Q pOz SP = STAND PIPE DRAIN BY WMH VIEW A - NTS o woo DW IH WASHER ------- VENT BY B/P FL = FLOOR LINE o WC = WATER CLOSET SHOWER aw>- zg VENT BY WMH = 1 /2" SHUT OFF VALVE U) _j J w FC = FIELD CONNECTION BY B/P z"D B/P = BUILDER/PURCHASER COLD LIJ oz:2w ,� Zw .. v^ii _ Ln 0� ------- HOT w w�� 0 w Q](n� a U �cS 0 a 46#-0" U W Q Z O SHOWER 'TUB SHO17) F PREP 1 1/2"D U rr LAV 1 i2"V 1 1/2"D WC STUDY 3 V ` BEDROOM #3 U) 2"V 3"D WC Z 2"V 3"D 3"V CL. 77 7LA I I I �1, - - - - - -------- --------Md Jill N -------- Q\� c, W ul 2 - o � ° m LU MSTR BEDROOM BEDROOM #2Q o 0 o 001 z Y Z H N, U U Q W = � � U W � CU � 00 1k, cn o �- O 3 j U co co 0 Q Z Z z x � Q J � m rno LL- 3" tJ d H T! •c 3 MV z J O Z 3 THRU ROOF L O a p ouj Z K � �O o � `�� 00 � � � � rn J = cnl nCD- t_ = CV LAV WC TUB SHO LAV WC TUB SHO Q ch 1- W 0 -� c to /2n I I e � � O cn v 0 1 � 1 I I I I I N > j 14'-Opt 46'-0" U W 8 C' s Q s Wp s � O H 8 4 4 - 1 A- 14 2 1 Li i1,3 0 4 2 4 6 ® 2 \ I O 8 M \L 8 I PANASONIC F B R WP Z I FV08VFL2 L 9 GFI DINING 7 IGAS 4 6 123 } � I H 16 E I Q L 9 0- 6 7 7 g2 � FL 9 9 KITCHEN 7 7 7 9 21 ° ------- MODULA GARAGE qp 9p 1 6 Q raP co I - - O I� 0 TLB RN UNDER 1t 10 * & LIGHT 16" 10 0 N t1 r N n1 PLATFORM 2 - 13LLQ c p7<11 1-1 CL 13 12 13 TO BSMT SWITCH 16 11 13 12 F L 13 F L BELL TO 2ND FLR & p BSMNT SD W .2 W w� �P� LIVING OM 10 t� o <3 FAMILY ROOM ,3 00 0 L o TO 2ND FL 17 `' .J U1 13 i SWITCH & LIGHT O ZZ YOO Vo 10 Z O [ i H 10 n W NW dWRES 12 FOR PORCH w U FANLIGHTS w 10 LSI C 12 12 12 0 10 10 GFI B ry U d 00 GFl 12 12 I LA t p FAN LIGHT 'FAN LIGHT ON SITEa> I ON SITE BY B/P F L " M � O F L BY B/P 14'-0" 1 0 14'-0 L 00 10r 0 3 Lo 00 0 } _J � o x r, Q Z Z — -v F- LL- CD 108T a Wo 0 � � U C) a 0W ca) r � °° 0 i- � °>, I LEGEND CIRCUIT DIRECTORY Q U a> 00 0 PANEL BOX NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP N0. �_ W itOV DUPLEX RECEPTICAL 1 3 10-4 DRYER KITCHEN COUNT, KITCHEN[AFI] 12-2 20 2 0 r _J C}/) p 00 110V DUPLEX RECEPTICAL- SPLIT YMRED 3 KITCHEN COUNT, DINING[AF11 12-2 20 4 JLLJ a-- 220V - 220V RECEPTICAL rj 20 12-2 REFRIGERATOR GL-DINING, KITCHEN[AFI] 14-2 15 6 N C> -HATS AFI GL-LAUNDRY, BATHROOM[AFI] 14-2 15 8 2008 N . E . C . Q z O M F- 10 WALL LIGHT 7 15 14-2 GL-KITCHEN HI [ ] {} CEILING LIGHT SURFACE MOUNTED 9 15 14-2 GL-HALLWAY, GARAGE[AFI] GL-GARAGE, LIVING RM[AFI] 14-2 15 10 O RECESSED LIGHT AT CEILING 11 15 14-2 GL-LIVING ROOM[AFI] GL-FOYER, DINING RM[AFI] 14-2 15 12 W Q O �- 4+ S4MTCH,SINGLE POLE GL-MSTR BEDROOM[AFI] 14-2 15 14 * ALL OUTLETS TO BE TAMPER RESISTANT * ~O ®® 4e SWITCH, THREE WAY 13 15 14-2 GL-DINING ROOM[AFI] SWITCH.FOUR WAY 15 15 14-2 GL-BEDROOM #2[AFI] GL-BEDROOM #3, SD/CO[AFI] 14-2 .15 16 * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * z Y Y +- FAN/LIGHTFIXTURE ®RANGE/HOOD FIXTURE 17 15 14-2 GL-G.BATH, HALLWAY[AFI] GL-STUDY[AFI] 14-2 15 18 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * Q z O N ®® ® FAN/LIGHT&HEAT CEILING UNIT 19 15 14-2 GL-MSTR BDRM & BATH AFI] DISHWASHER 12-2 20 20 O t2-2 MlcRownvE BATHROOM'S GFI's 12-2 20 22 * MAX (2) WIRES PER HOLE THRU PLATES [WHEN CAULKED] * Q o 0 o z ® SPECIAL PURPOSE CONNECTION 23 20 12-2 WASHER 24 * ADD LOW EXPANSION FOAM CAULK TO SEAL CEILING BOXES, HI-HATS & OUTLETS o ? w O Q ® JUNCTION BOX 2 26 p AC/DC SMOKE DETECTOR 25 KNOCKOUTS * z °' o BELL 27 28 30 m � ® DOOR BELL BUTTON 29 (J o J J w o Q TELEPHONE OUTLET 31 32 flz TELEVISION CABLE OUTLET 33 34 (D W Z W I I ® THERMOSTAT W Z_ I;i w 36 W (!)LaL Z Li wr, L i a 13? VACUUM SYSTEM OUTLET 35 38 cn CEILING FAN &LIGHT 37 O U 0 CV � �� �F CEILING FAN FLOOD LIGHTS 39 40 r I ' 46'-0" U W Q 19 _O 18 18MR 16 O ° 17 16 V W F9 0, B STUD BEDR00M #3 Z L O F 17 FL L 18 16 FL 16 a 19 18 17 18 FI 19 16 17 TO 2_�,c SD ----- 19 19 06 16& 16 { _. 00 SD TO 1ST FLR BSMNT SD17 ��i--�� 16 83Jill �� - - - - - 16 N 14 SD -------- (� Q N 15 -------- LU 0 y - o 14 15 - 14 F L \ // \ / m 15 ,4 MSTR B ROOM \\%�, m BEDR F M 2 �o :2 m 14 / \ 00 / \\ 15 co 14 14 // \\\ t5 15 Z \ O Y IIII III Ly /// TO 1ST FL \ - & SWITCH \\ � 5 = Q w U U) c_> 114* co • W 0_ 71 CD C= N CO I ` - to C/i >- c _ `- �� 3 Lo U = Z o n- 00 O x a J rn L. 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