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HomeMy WebLinkAbout31833-Z ��gUFFDI,'co., Town of Southold 10/22/2015 O G . O � ' P.O.Box 1179 PA z t 53095 Main Rd oPA. a# Southold,New York 11971 ii- CERTIFICATE OF OCCUPANCY No: 37851 Date: 10/22/2015 THIS CERTIHES that the building SINGLE FAMILY DWELLING Location of Property: 3285 Camp Mineola Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-6-12.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/23/2006 pursuant to which Building Permit No. 31833 dated 3/8/2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with attached one car garage and covered front porch as applied for per ZBA#5812, dated t 12/27/2005. This Certificate of Occupancy is an update of COZ-31900, issued 10/5/2006. The certificate is issued to Righi,Alan&Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0193 9/28/2006 ELECTRICAL CERTIFICATE NO. 2100954 9/18/2006 PLUMBERS CERTIFICATION DATED 9/5/2006 Azzarra Plumbin• Aut ed S., aturei r Form No.6 D it-, " TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL OCT - 5 2015 765-1802 APPLICATION FOR CERTIFICATE OF CCUPANg DEN This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 I/ d kr/ !� 0 Date. (0 5--/5 r New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 g �a/St (17e.,,/Gt a .>(a6t e House No. reet Hamlet Owner or Owners of Property: 4/77 Ar' ei q Suffolk County Tax Map No 1000, Section /a 3 Block (P Lot lg. 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: enc �u f ` 0 Request for: Temporary Certificate Final Certificate:/' (check one) Fee Submitted: $ Et-6' 4;4 Li EC/' Applicant Signature I? (0/6j (11/ 5 ‘' FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31900 Date: 10/05/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3285 CAMP MINEOLA RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 123 Block 6 Lot 12 .3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 23, 2006 pursuant to which Building Permit No. 31833-Z dated MARCH 8, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE, & COVERED FRONT PORCH AS APPLIED FOR & AS PER ZBA #5812 DATED 12/27/05. The certificate is issued to ALAN & NANCY RIGHI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0193 09/28/06 ELECTRICAL CERTIFICATE NO. 2100954 09/18/06 PLUMBERS CERTIFICATION DATED 09/05/06 AZZARRA PLUMBING A horized Signature Rev. 1/81 I1 iI Form No. 6 r'. ; TOWN OF SOUTHOLD ITT is (4-e,•, BUILDING DEPARTMENT TOWN HALL 765-1802 i - T T"' . HOLD wPPLICATION FOR CERTIFICATE OF OCCUPANCY ration must be filled in by typewriter or ink and submitted to the Building Department with :he I��Il�ssc, rs v. Fur Hess building or new use: final survey of property with accurate location of all buildings, property lines, streets, and unusual n:nt.r..'. .x I,ros:graphi.: features, _ final -Approval from Health Dept. of water supply and sewerage-disposal (5-9 form). \npnnal of electrical installation from Board of Fire Underwriters. S'A ort statement from plumber certifying that the solder used in system contains less than 2'I I of Commercial building, industrial building, multiple residences and similar buildings and installe,tions. a o.s :ile: s of Code Compliance from architect or engineer responsible for the building. f0 Sabina Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" laud uses: I \ceurate survey of property showing all property lines, streets, building and unusual natural sfr :opoerara calures. \ properlc completed application and consent to inspect signed by the applicant. If a Ceritic:nc Oce,.l .:n; .lensed. the Building Inspector shall state the reasons therefor in writing to the applicant. C Fees ertiheats! of Occupancy - New dwelling$25.00, Additions to dwelling 525.00, Alterations to LI\‘ Ssc:mming pool 525.00, Accessory building $25.00, Additions to accessory building $25.00. Iin t:lcs e' - CerulieatcorOccupancyonPre-existing Building - $100.00 Copy or Certificate of Occupancy - 5.25 4Updated Certificate of Occupancy - $50.00 I emporary Certificate of Occupancy - Residential $15.00, Commercial 515.00 fJ�� Date. 9/f U6 s (. struction: Old or Pre-existing Building: (check one lit of.I'roper''y: _3 28:S-- t P 01-0 ( ' , 1 neaL I` j--- 6 House Na lafole Street Us e. r,Owners of Properly: 4(,61.0 Q /t/ e- --- ni _ — .--- - - - - Sur:Lr.a County Fax Map No 1000, Section ( 23 Block Q - Lot /2. 3_ Filed Map. — -- Lot: a . Nu 31833 / Date of Permit. 3I/2T4 Applicant: 1 A Ave. le, '.t:t Dept. .-\pproval: fit 0.' 0/93 Underwriters Approval: 2--/OO 1 5 :'I:1r.r..nc Board Approval: _ -- Kea.:;;t Ger. Temporary Certificate _ Final Certificate: _ check onel � Lc S � . , '\pplicanii Co 231100 ePrJ�cPcPrJ ac fat frJ�rJ�r�rJrJ arJ�rJ acPrJ�rJ arJrJ ar Pc Pr PcPcJcPr 1 arJ�cJrPcPr�r�cPrJ arJ arJ arJr�cPcPr fr PrJ arJ arJ arJ arJ ar�r�r�rJ�cPrJ�r Pr�rJ�rJ���cPcPJrJcJRai L_, BY THIS CERTIFICATE OF COMPLIANCE THE t*5� NEW YORK BOARD OF FIRE UNDERWRITERS t1 �, BUREAU OF ELECTRICITY ihirI 51 40 FULTON STREET — NEW YORK, NY 10038 �, 5 Al 5 CERTIFIES THAT 2 5 Upon the application of upon premises owned by 5 S, 5rI JIM SAGE ELEC. INC. ALAN RIGHT § PO BOX 38 3258 CAMP MINEOLA ROAD if 5 GREENPORT, NY 11944-0038, MATTITUCK, NY 11952 • 3258 CAMP MINEOLA ROAD MATTITUCK, NY 11952 5 Located at 5 5 CP. Cj Application Number: 2100954 Certificate Number: 2100954 5 r i Section: Block: Lot: Building Permit: BDC: ns11 r cDescribed as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting of 5 Selectrical devices and wiring, described below, located in/on the premises at: 5 Di a 5 First Floor, Second Floor, Attached Garage, Outside,Attic, l ERI 55 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detai ed iS CU herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other i� authority having jurisdiction, and found to be in compliance therewith on the 18th Day of September,2006. jR Name OTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment C rah Sensor 2 0 Carbon Monoxide SAppliances and Accessories 5 Dish Washer 1 0 1.2 KW l� Oven 1 0 50 Amps Exhaust Fan 2 0 P.H.P. 5 Furnace 1 0 Oil 5 icC Hydro Massage Tub(Therapeutic) 1 0 Air Conditioner I 0 30.000 BTU S Air Conditioner 1 0 42.000 BTUg, 5 Wiring and Devices ZC 5SOutlet 47 0 Fixture IC Fixture 47 0 Incandescent la Outlet 87 0 General Purpose C Receptacle 52 0 General Purpose C 5 Switch 51 0 General Purpose la Dj Dimmers 12 0 sea' IL Receptacle 2 0 20 amp Laundry C Continued on Next Page I of 2 l a 5 C 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. �C 5. IC EPPcPrJrJ�rJ�rJ�cPrJ�cPr��rJ�rJ�c PrJ�rJ�cPrJ�cPcPrlcPrJ@PrPcPrJ�cPrJ�rJ�c fcPc forJ�rJ�c Pr PcPcPrJ�cPcPrJ ac fcPrJ�cPr PrJ�c J�cP�PrlrJ�rJ�r�rU arlucPcPrJ�cPLIE farJ�rJ�tJ�cPrJ�rPtPrJ�cPr1rJ�rlorJcJ orPrJ�rJ�rJ�[PrPr�rJ arJ acPilrJ�c forJ�rlorJ arJ�rJ�cPcPrloi PcPr1rJtPrJ�cPiJ arJ�cPrJc PcPrJ�r��cPcPrJ�rJPJrc ra --, ccf El BY THIS CERTIFICATE OF COMPLIANCE THE 51 NEW YORK BOARD OF FIRE UNDERWRITERS L 5; BUREAU OF ELECTRICITY Ni 51 40 FULTON STREET — NEW YORK, NY 10038Fs 5 [E. CERTIFIES THAT CI q t Upon the application of upon premises owned by 5 5 5 51 JIM SAGE ELEC. INC. ALAN RIGHT 5 X 38 3258 CAMP MINEOLA ROAD S; GREEPO N PORT, NY 11944-0038, MATTITUCK, NY 11952 5 CccC7 5I 1Located at 3258 CAMP MINEOLA ROAD MATTITUCK, NY 11952 Application Number: 2100954 Certificate Number: 2100954 5iGii1 Section: Block: Lot: Building Permit: BDG ns11 C� Descrbed as a Residential 1800-2399 square ft. occupancy, wherein the premises electrical system consisting c.f Celectrical devices and wiring, described below, located in/on the premises at: C First Floor, Second Floor, Attached Garage, Outside, Attic, C' 5 A visual inspection of the IS p premises electrical system, limited to electrical devices and wiring to the extent detailed Cj herein, was conducted in accordance with the requirements of the applicable code and/or standa•d 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, d other rt authority having jurisdiction, and found to be in compliance therewith on the 18th Day of September, 2006 Name OTY Rate Rating Circuit Type Paddle Fan 5 0 5 Multi Outlet System 4 0 ft GFCI Circuit Breaker 4 0 20 amp 2 Disconnect 2 0 60 amp Air Conditioner C� Receptacle 4 0 GFCI 5 Service 5 I Phase 3W Service Rating 200 Amperes 5 Service Disconnect: I 200 cb g :Meters I 5 -52 55 5 5 5 5 5 sea. 5 5 5 5S 2 of 2 5 ! This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicates. S Dj ELF-3cPc PcnrsrJrP�nrJ��ncPrnrJ�rrJ�rJ��nr�cnrPcPrscPr�rJ�rJ�rJ�rJ�i nrJ�rPr�cfr nrJ�rJ�cPrJ�rJ�r�rJ�cnrracerscPrsrJ a�cPrJ��ncPur�r�cnr�r Pr�cPrJ�cPu it ' \�SUfFD[xeo =� at O Gt. Town Hall, 53095 Main Road - y Fax (516) 765-1823 P. O. Box 1179 4. ,+- ' . Telephone (516)765-1802 Southold, New York 11971 �� as - OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION DATE: Building Permit No. .3123_4-27 Owner: ALOLN 41- Y la-Nc t Vitt (please print) Plumber: 4azovQQ (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ignature) Sworn to before me this 511- day of - ' • , a00(0 REGINA R.GUEVARA Notary Public, — Ste -• UBLIC,County NOTARYPNo.01GU6 8 STATE338 NEW YORK � QUALIFIED IN SUFFOLK COUNIYR ( - j MROv6141MYCOMMISSION EXPIRES MARCH 24,200 44.0.1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31833 Z Date MARCH 8, 2006 Permission is hereby granted to: ALAN RIGHI C/O HILTZ 315 WESTPHALIA MATTITUCK,NY 11952 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (3 BEDROOMS PER H.D. ) WITH ATT. 1 CAR GARAGE & COVERED FRONT PORCH PER ZBA #5812 ; FLOOD PMT INCL. at premises located at 3285 CAMP MINEOLA RD MATTITUCK County Tax Map No. 473889 Section 123 Block 0006 Lot No. 012 . 003 pursuant to application dated FEBRUARY 23 , 2006 and approved by the Building Inspector to expire on SEPTEMBER 8, 2007 . Fee $ 976 . 30 Authorized Signature ORIGINAL Rev. 5/8/02 itor sooty- ` 3 I X33 *®*; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION KFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / `'a' 0k ���- - Q + v ��C�. DATE 3- P-47--el‘ INSPECTOR " � - �'�'�`e� ,' o800T,So�;. 3 / 73, 7- ® TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [�] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Al- 41 -- 0 INSPECTOR ' /�� o4,i,of soul* et* 4744000 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL 4 f' [ ] FIREPLACE & CHIMNEY L ] FIRE SAFETY INSPECTION REMARKS: tht.isCt-keck 0 k• Celecte.c_ A-42a, &A.t ital_>•Ct ' 0 - _AsteeA Arevc et wc. Line,La) , 4 DATE / ? - 614 INSPECTOR ,�. ,, ot'; F 80UT,6 (3m233-i— ,* ., ,,,, ti ---,40, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG BG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING I STRAPPING [ INAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR S: �6 it r- C71 Pil pi fib;, ,A. t,a.) rr A. , SS Afitsvt czyca 7b Cbtata-- Skit_ DATE 06 INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: June 29, 2006 To: Town of Southold L. Re: Insulation Inspection Z 9 Righi ' 3285 Camp Mineola Rd. L. Mattituck, NY 11952 Permit# 31833 To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property; all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. Ca, 1 cerely ��FOp'v0.0725� James J. 1' erkoski P.E. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: June 16, 2006 To: Town of Southold f Re: Plumbing Inspection c Righi , 3285 Camp Mineola Rd. 6 j, , Mattituck, NY 11952 _ Permit#31833 1 To Whom It May Concern: A Plumbing Inspection was performed on this Structure, and all Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. ilirJ E , YO!4 '. to mcerely P W n .w ' James J. Dee ski P.E. �fif . : +.O7.07.2:"1:: o JAMES J. DEERKOSKI, P.E. 260 Deer Drive -- -- Mattituck, N.Y. 11952 (631) 298-7116 U Date: May 28, 2006 j To: Town of Southold Building Dept. Re: Framing/ Strapping Inspection Inland Homes Camp Mineola Rd. Mattituck,NY 11952 Permit#31833 To Whom It May Concern: After Framing and Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. Any other questions please call. • • DEwO Sincerelyp5JEq�"stiv,4, O imi t' fr,1 !! s J eerkoski .. OZ 1 \ mor FIELD INSPECTION REPORT DATE COMMENTS 3-'4- °6, f. ,,a / dAth•nd-- � ..- ,/ i FOUNDATION(1ST) ` �� W a _ta?y`. I / 9-4 FOUNDATION (2ND) � _I "a`i�vi / Z- ii a /r" _ adirArr 1 ROUGH FRAMING& „etj PLUMBING 3 t' INSULATION PER N.Y. STATE ENERGY CODE 9790 4-4Q-4;4, 4 3Aor c),k fi/-. (.�� . ''f FINAL -?0-O , �. , BK / � P.1 E,St040 4,414C 4 To j ADDITIONAL COMMENTSfire— n . rn S-f-ob i Q out. ,A , fc fita..--- ct,,tt °it , b -11 - 0;6 t6 ","t pe"J t d®°' a- °x`% ''` 4 4-30-.0(o v . fr ceA7z At ; a fr oc� ro O Z OCON y t y x d O b �u 1 TOWN OF SOUTHOLD BUILDING PER:vitt AYPLLCAT'ON CHECK' BUILDING DEPARTMENT Do you have M aced the follotg,before appl: TOWN HALLBud of Hoath SOUTHOLD,NY 11971 3 sot ofl3uifing Plans : FEL: 765-1802 Survey PERMIT NO. ' f 133 -6- cleck s sura Septic Form NY.SD.E.C. Trustees Examined20'0 4 Contact ' Approved '____+_e*,20 Mail to: Disapproved a/c 298 9696 -gig.--p i o g/0 7 Phone: rf ' ` Inspector . ' GB 2 3 i +,j APPLICATION FOR BUILDING PERMIT. i __ _; , 20_ L__-_ ' ,�o Data, INSTRUCTIONS a.This application MUST bo completely filled in by typewriter or in ink and submitted to the Balding Inspector wit] sets of plans,accaaate Plot plan to scale.Fee according to solve, e. public streets b.Plot plan showing location of lot and of buildings=premises,relationship to adjoining premisesor areas, and waterways. c.The work covered by this application may not be commenced before issuance of Brining permit d.Upon approval of this application,the Building Inspector will issue a priming Permit to the appli rsmr Such a perp el-nil be kept on the premises available for inspection throughout the work. e.No building shall bo occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occup: is issued by the Building Inspector. . • APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other appiirablo 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 protases and inb»iirling for necessatylospections. Robert Hiltz,Inland Homes (Signature of applicant or name,tie corporation) PO box 117,Mattituck, 11952 (Mafiot address of appiic int) , State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder • Builder Name of owner of premises Alan & Nancy Ricrhi (as online tax roll or latest deed) If applicant is a corporation, signature,of duly authorized officer Robert Hiltz ' (Name and title of corporate officer) • Builders License No. 19736—HI • Plumbers License No. 2941-P . Electricians License No. • 3635—E , • Other Trade's License No. • 1. Location of land on which proposed work will be done: Camp Mineola Rd. , Mattituck House Number Street . • Hamlet County Tax Map No. 1000 Section 123 Block nF Lot 3n'2__ Subdivision Filed Map No._ ", ir,^umn — -,:,;%-',,71-€7:-.1 r: (Nne) ' , tili'io3:Come,ssaeeaacciti.o3 Stats existing use and occupancy ofpremises and intended use and occupancy ofproposed construction: a. Existing use and occupancy Vacant land . b. .intended use end occupency New Single' family dwel i i;,7 Na ere of work(check which applicable):New Building ncxxx Addition Alteration Repair Removal Demolition Other Work (Dest-,iption) EStimsted Cost 275,000.00 Fee (to be paid on filing this application) If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 • If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front 10 ' 2" Rear 10 ' 2" Depth 22 ' 3 Height 10 ' Number of Stories 1 6 Dimensions of same structure with alterations or additions: Front Rear Dem Height Number of Stories Dimensions of entire new construction:Front 58' Rear 58, Depth 3 8, Height 30, Number of Stories • 2 • Size oflot; Front 150' • Rear 150'• : Depth 97.58' • • Date of Purchase Name of Former Owner . Zone or use district in which premises are situated • ' . • 9 .Does pit/posed construction violate any zoning law,ordinance or regulation: Has Variance . Will lot be re-graded yes Will excess fill be removed from premises: YES NO Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Inland Homes Address Phone No. 298 9696 . Is this property within Igo feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED . Provide survey, to scale with accurate foundation plan and distances to property lines. . If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. ATE OF NEW YORK) SS: )LINTY OF ) Robert P111-7 being duly sworn;deposes and says that(s)he is the applicant (Name of individual signing contract)above named, . ale is the Contractor ' (Contractor,Agent,Corporate Officer,etc.) said owner or owners, and is duly authorized to per1ot or have performed the said work and to make and file this application; Et all statements contained in this application are true to the best of his knowledge and belice and that the work will be donned in the mammer set forth in the application'filed therewith ' ram to before me . .. tidayo 'CI UCt(l/ _20Q J N. - y . v .:. Public Signa a of Applicant , BOWEL DOROSIO Notary Public,State Of New Yodi • No.01006095321k Suffolk County • Term Expiresluy 7,20 O' �; [ vU ; 31 k.33 • ' ';Pt)Ja17"H T. TERRY I7' • su�: p1: 1rC • Tm„n Hall. 5309514t MowaMowtown CLERK' ,. = r 4x9:%4• ; P.O. fox 117e in .. 11t in .ttt ._ � Suulhold flew 1•url; I IIEGISFRM OF VITAL STATISTICS �+Ji ICS`' ,�1 �- Fax 1 S I(61 765.I IL' MARRIAGE OFFICER a.. 'bra ' 1%�1� Telephone €51 G) 7(,C_ RECORDS MANAGEMENT OFFICER S U./ 1 FREEDOM OF INFORMATION OFFICER '•,_N p” OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD • THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : • RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations - of, the Code of the Town of Southold: "Floodplain Development Permit i Application" ( FDP(93) ) , and 7Certificale of Compliance ft3r Deveepment in Special Flood Hazard Area (C/C(93)) . 71 Sic i. DEFT TOW-I OF SOUTHOLD • diet Judith T . Terry Southold Town Clerk August 25 , 1993 • APPLICATION N PAGE Iof4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION t: GENERAL PROVISIONS (APPLICANT to read and signl: 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. • 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT • L STA nfy1 HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE 'a • • pk, .t.• c - TRUE AND ACC RA. (APPLICANTS SIGNATURE) I ' �,l�E�'!o DATE 3 Z0 Q ' r SECTION 2: PROPOSED DEVELOP//ENT (Da‘e completed by APPLICANT) NAME ADDRESS TELEPHON$ APPLICANT 22 `if - Q n BUILDER �p v Lwe-s 2G' "-�1'l0 46 ENGINEER / hi I hir • PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be hhellpful. �`1 111► /� Cay.Q n hepta, 1�., VV4 :-t.ltL - 6.5 4,tOu cd',-c. P: `I\o-a. c. T t$C 2 SktALt&t. --Cva•Atc.sttet • Ltn'T-% ( 7t3 FDP(93) Irl rr.. 1 I APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes). A STRUCTURAL DEVELOPMENT T CTURE TYPE New Structure Residential (1-4 Family) ❑ Addition 0 Residential (More than 4 Family) ❑ Alteration 0 Non-residential (Floodproofmg? 0 Ycs) ❑ Relocation 0 Combined Use (Residential & Commercial) O Demdlition • P ❑ Manufactured (Mobile) Home (In Malm- o Replacement factured Home Park?- 0 Yes) ESTIMATED COST OF PROJECT S 2 /J e On B. OTHER DEVELOPMENT ACTIVITIES: f� Fdl IJ Mining 0 Drilling &grading O Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) • O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction 0 SuF ivision (New or Expansion) /// ❑ ndMdual Water or Sewer System C Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION J FLOODPLA�DETERMINATION�o be completed by LOCAL ADMINISTRATORI The proposed development is located on FIRM Panel No. Dated The Proposed Development: • ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application • review is complete and NO F7OODPLAIN DEVELOPMENT PERMIT IS REQUIRED). • ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NOVD (MSL) 0 Unavailable O The proposed development is located in a Roodway. FBFM Panel No. Dated ❑ See Section I (or additional Instructions. SIGNED DATE • ;t • APPLICATION # PAGE 3 OF 4 SECTION 4: ADDITIONAL. INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR.) The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications, including where applicable: details (or anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). • O Plans showing the extent of watercourse relocation and/or landform alterations_ O Top of new fill elevation Ft. NGVD (MSL). • FloodprooCtng protection level (non-residential only) fCNOVE) (MSL). For floodproofed structures, ipplcaot must attach certification from registered engineer or _ architect. ❑ Certification from a'iegutcrcd engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted. O Other. • • E I! a PE' IT I) ' IN TIaN . .e corn. eted . L• 'AL D !NI '.TSR I hive determined that the proposed activity. A. 0 Is • B. O Is not in conformance with provisions of Local Law d , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED • , DATE if BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated (ee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revue and resubmit an application to the Local Administrator or may request a bearing from Ibe Board of Appeals. • APPLICATION N PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? 0 Ycs 0 No • Hearing date: Appeals Bua,d Dowiou --- App,oes.d? 0 Ycs O No Conditions SECTION 6: AS-MILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. • 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard • Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2 . Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOT : Any work performed prior to submittal/of the above information is at the risk,bf the Ap 11cant- SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPEL I IONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? O YES 0 NO • SECTION 8: CERTIFICATE OF COMPLIANCE/To be completed by LOCAL ADMINISTRATORI Certificate of Compliance issued: DATE BY: , • Attachment B BAMP;,E CERTI7ICATE /5F COMPLIANCE For Development 11 in a Special Flood Hazard Area , i If TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA • e „ t , . r. FICATE PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: • D NEW BUILDING ❑ EXISTING BUILDING O VACANT LAND /, fJ f THE LOCAL ADMINISTRATOR IS TO COMPLETE A., OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: • CIC193) ENERGY CODE CALCULATIONS CHAP 1'E1t,5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: hi /and /low; Per: 4nh y v 4ce 2717 Ca.m� Mine'o/c tot / NfQIC/uet Dated: . /23/6 SUBSYSTEM AREA DESIGN CODE DESIGN CODE "U" "U" UA UA Exterior Walls 2Y93 o. 1277 0.14 81-7 . 71 3'1Q. 0 2, Ceiling Roof i 15 1' D. 03 0.031 35176 3 6 . ?3' Floor Over Unheated Space r/ 9 2 0. 0.51 0.05 sr. 40 ,'9 6 0 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: 9 l 3. 11-1 Yv.'S7 I Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 -- 40F 4OF tiEW To the best of my knowledge, , .fes r , belief; &professional judgement, s � i �:�� these plans are in compliance ' °Aja \st with.the code. ur`s,ton CA /Ca J •7alij-] 3 d G, / 7 Gcn l''�/hcb/C ROI r r/ / rstcf HF!,YO� a rl i I i�'L Il / 5 43 4:4% . Thi: f \ a cn r / r 4"0 ROOF VENT i i ; S`'I— r '= O L ROOF rI` v t'va L: .. ATTIC 0 4 _____„,/‘, �r�,� Oa2eS4-I141 d \il'FESSIOM*N./ m� r BAH BATH 3 7 ' O _/ ) ' 114 11114 1114 '1112 1114 IV4 (C MARCo -' O O r � �� C _.. U'd t'rw. Nil n._ RE I fp SECOND FL OOP. C.O.I a 1 114 'a :1114 '4 .4 .4 KITCHEN LAUNDRY gA1H I ) I s F.A.. 1174 1114 1 114 I I 11'4 1111 04 cn D.W. SINK W M— kSI�Kj co W. . p J J FIRST FLOOR r a en '2 •1L7 1 V 1174 a m CA. ) :4TO SUFFOLK COUNTY _ 4 DEPT.OF I'A PTI4 D N 4•C.I. SERVICES � RCVEOUS£ SEWER UNE. TRAP CRAWL SPACE SLOPE'1!4' PER FOOT PITCH TO DRAIN N /'I,i APPEALS BOARD MEMBERS ,�y�4OF SO(f4, Southold Town Hall Ruth D. Oliva,Chairwoman 1p 53095 Main Road • P.O. Box 1179 Gerard P. Goehringer * *; Southold,NY 11971-0959 Vincent Orlando t ,, C Office Location: James Dinizio,Jr. et" . rttt1 Town Annex/First Floor,North Fork Bank Michael A. Simon : IYCOU _‘44. t,r 54375 Main Road(at Youngs Avenue) west' Southold,NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLDc___- - TeL (631)765-1809•Fax(631)765-9064 , L� q� , FEB E ,fl FINDINGS, DELIBERATIONS AND DETERMINATION a MEETING OF DECEMBER 27, 2005 ZBA#5811 (Waiver to Unmerge 12.3 from 12.2);ZB•(111,(Setback for 12.3)-Nancy Righi, Annaliotnir,e� Property Location: East Side of Camp Mineola Road, ' . stuck 1 CTM No. 123-6-12.3 J SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' property as merged contains a total area of 28,400+- square feet with 100 feet along a private right-of-way to the north and 300 feet along Camp Mineola Road. Only the northerly half of the property is improved with a single-family home, constructed in 1976. BASIS OF APPLICATION: Building Department's October 13, 2005 Notice of Disapproval, citing Sections 100-25 and 100-244, in its denial of an application for a building permit to construct a single-family dwelling on the southerly portion of applicant's property, referred to as CTM #123-6-12.3. The reasons stated by the Building Inspector in the denial are that the subject lot (12.3) has merged with an adjacent lot to the north (123-6-12.2) pursuant to Article II, Section 100-25. In addition, it is noted that the location of the new dwelling is not permitted, if the waiver of merger is granted, for the reason that the rear yard setback will be less than the code-required 35 feet for lots measuring less than 20,000 square feet in total size. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on both of applicant's requests on December 15, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: REQUEST TO UNMERGE LOT (WAIVER)—ZBA File No. 5811 APPLICANTS' REQUEST TO UNMERGE LOT: The applicants wish to unmerge properties shown as Lots 3 and 4 on the Map of Lena F. Howell, approved by the Southold Town Planning Board June 11, 1969 and signed on September 15, 1969. Mrs. Hommel acquired Subdivision Lot 4 with her husband in October 1975, and built their home during 1976. The adjacent lot(Subdivision Lot 3)was acquired by Mrs. Hommel in August 1979. REQUEST FOR SETBACK VARIANCE ZBA—ZBA File No. 5812 ---� .3 REAR SETBACK RELIEF REQUESTED: With regard to CTM 123-6" lu ' , e applicants wish to construct a single- family dwelling with a 3.3 foot reduction for a small section which extenIs at the rear of the home, resulting in a 31.7 ft. setback at its closest point, as shown on the 8/25/05 survey prepared by Kenneth H. Beckman. Pagel-December 27,2005 ZB No.5811 and 5812-Hommel and Righi CTM No. 1236-12.3 REASONS FOR BOARD ACTION On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: • Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The setback of the applicant's home is consistent with the setbacks of other homes in the area. The home on the corner of Reeve Avenue and the private Right-of-Way(Subdivision Lot 4) is less than 35 feet from the easterly lot line (the smaller remaining yard was deemed the side yard being a lot with two front yards). • The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. • The variance granted herein is not substantial. • No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. • Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. • During 2003, Mr. Hommel passed away unexpectedly, at which time the house lot became merged with the vacant lot, owned by Mrs. Hommel. Five months after Mr. Hommel's passing, the vacant lot was conveyed by Mrs. Hommel to her granddaughter and her husband, Nancy Righi and Alan Righi. • Grant of a waiver of merger will not result in a significant increase in the density of the neighborhood or district containing single-family dwellings. The grant of this waiver will provide for future construction of not more than one dwelling with single-family occupancy. • Grant of a waiver of merger would recognize a lot that is consistent with the size of lots in the neighborhood. The neighborhood and district is well-developed with single-family residences, and consists almost exclusively of older lots that do not conform to the R-40 (40,000 sq. ft.)minimum for this zone district. The 14,462 sq. ft. size of the vacant lot (CTM 12.2) in question is equal to some, but it is clearly consistent with the average size of lots in the immediate neighborhood and district. • The waiver will avoid an economic hardship for the owners. • A waiver of merger will allow for construction of one single-family dwelling, on the previously approved subdivision (for Lot 3), which will not result in a significant increase in the density of the neighborhood. There will be no need for significant change in its contours or slopes, and no evidence was presented to suggest that the lot would require filling affecting nearby environmental or flood areas, or to suggest that its natural details, character, contours or slope would be significantly altered in any manner. • The waiver will recognize the original lot lines as set forth in the subdivision approved in 1969 by the Southold Town Planning Board, and set forth in the applicants'separate 1975 and 1979 deeds for these lands. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried, to GRANT the waiver granting the unmerger of lots, and to GRANT, the setback variance as applied for, as shown on the 8/25/05 survey prepared by Kenneth H. Beckman, L.S. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oli Chairwoman) Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-0). (\n- ¢.,a .-CRL) \V X A�&v Ruth D. Oliva, Chairwoman 2/e_ /06 Approved for Filing \‘). APPEALS BOARD MEMBERS i ��F $OVTy Southold Town Hall Nvp Ruth D. Oliva, Chairwoman 'I' ,O !� 53095 Main Road •P.O. Box 1179 Gerard P. Goehringer * #; Southold,NY 11971-0959 Vincent Orlando � a, 0 Office Location: James Dinizio,Jr. ‘,-O �000 t�, Town Annex/First Floor,North Fork Bank Michael A. Simon =l'YCOU ttt 54375 Main Road(at Youngs Avenue) ,•, ;,,,•' Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS T WN F TeL(6 301 765-1809 SFax 6310 659064 t • ( ) ' , r _tss�J l FEB ( ; �',11 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 27, 2005 ZBA#5811 (Waiver to Unmerge 12.3 from 12.2); ZB A dp(Setback for 12.3)- Nancy Righi, AnnaHHo Property Location: East Side of Camp Mineola Road, * - stuck 1 CTM No. 123-6-12.3 j SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' property as merged contains a total area of 28,400+- square feet with 100 feet along a private right-of-way to the north and 300 feet along Camp Mineola Road. Only the northerly half of the property is improved with a single-family home, constructed in 1976. BASIS OF APPLICATION: Building Department's October 13, 2005 Notice of Disapproval, citing Sections 100-25 and 100-244, in its denial of an application for a building permit to construct a single-family dwelling on the southerly portion of applicant's property, referred to as CTM #123-6-12.3. The reasons stated by the Building Inspector in the denial are that the subject lot (12.3) has merged with an adjacent lot to the north (123-6-12.2) pursuant to Article II, Section 100-25. In addition, it is noted that the location of the new dwelling is not permitted, if the waiver of merger is granted, for the reason that the rear yard setback will be less than the code-required 35 feet for lots measuring less than 20,000 square feet in total size. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on both of applicant's requests on December 15, 2005 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: REQUEST TO UNMERGE LOT(WAIVER)—ZBA File No. 5811 APPLICANTS' REQUEST TO UNMERGE LOT: The applicants wish to unmerge properties shown as Lots 3 and 4 on the Map of Lena F. Howell, approved by the Southold Town Planning Board June 11, 1969 and signed on September 15, 1969. Mrs. Hommel acquired Subdivision Lot 4 with her husband in October 1975, and built their home during 1976. The adjacent lot(Subdivision Lot 3)was acquired by Mrs. Hommel in August 1979. REQUEST FOR SETBACK VARIANCE ZBA—ZBA File No. 5812 REAR SETBACK RELIEF REQUESTED: With regard to CTM 123-6< � . e applicants wish to construct a single- family dwelling with a 3.3 foot reduction for a small section which exten.s at the rear of the home, resulting in a 31.7 ft. setback at its closest point, as shown on the 8/25/05 survey prepared by Kenneth H. Beckman. Pagel—December 27,2005 ZB No.5811 and 5812—Hommel and Righi CTM No. 1236-12.3 REASONS FOR BOARD ACTION On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: • Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The setback of the applicant's home is consistent with the setbacks of other homes in the area. The home on the corner of Reeve Avenue and the private Right-of-Way (Subdivision Lot 4) is less than 35 feet from the easterly lot line (the smaller remaining yard was deemed the side yard being a lot with two front yards). • The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. • The variance granted herein is not substantial. • No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. • Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. • During 2003, Mr. Hommel passed away unexpectedly, at which time the house lot became merged with the vacant lot, owned by Mrs. Hommel. Five months after Mr. Hommel's passing, the vacant lot was conveyed by Mrs. Hommel to her granddaughter and her husband, Nancy Righi and Alan Righi. • Grant of a waiver of merger will not result in a significant increase in the density of the neighborhood or district containing single-family dwellings. The grant of this waiver will provide for future construction of not more than one dwelling with single-family occupancy. • Grant of a waiver of merger would recognize a lot that is consistent with the size of lots in the neighborhood. The neighborhood and district is well-developed with single-family residences, and consists almost exclusively of older lots that do not conform to the R-40 (40,000 sq. ft.) minimum for this zone district. The 14,462 sq.ft. size of the vacant lot (CTM 12.2) in question is equal to some, but it is clearly consistent with the average size of lots in the immediate neighborhood and district. • The waiver will avoid an economic hardship for the owners. • A waiver of merger will allow for construction of one single-family dwelling, on the previously approved subdivision (for Lot 3), which will not result in a significant increase in the density of the neighborhood. There will be no need for significant change in its contours or slopes, and no evidence was presented to suggest that the lot would require filling affecting nearby environmental or flood areas, or to suggest that its natural details, character, contours or slope would be significantly altered in any manner. • The waiver will recognize the original lot lines as set forth in the subdivision approved in 1969 by the Southold Town Planning Board, and set forth in the applicants'separate 1975 and 1979 deeds for these lands. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried, to GRANT the waiver granting the unmerger of lots, and to GRANT, the setback variance as applied for, as shown on the 8/25/05 survey prepared by Kenneth H. Beckman, L.S. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oli Chairwoman), Orlando ringer, Dinizio, and Simon. This Resolution was duly adopted (5-0). J,(\ l 320_) Ruth D. Oliva, Chairwoman 2/ /06 Approved for Filing F.F. EL11.0FIN. GRADE EL 8.2 N EL 8.7 • •c ' I LK AVENUE MIN. 1 4' 1' 1 • MIN. IN !SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6.63 EL. 118-17-1:-.------EL 6.2 6.53 4• eL0 3 EL ❑ C C ❑ NOTE: 0 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A • 5.9 POOLS ARE en SINGLE FAMILY RESIDENCE ONLY ❑ n n ❑ Z,DEEP .-- 1 n DATE 112.3 05 REF.yO. ((lo-os'OIg3 EL 4.2 BACKFILL WITH COARSE SAND & GRAVEL APPROVED l nmel e1;1'01A- GROUND WATER EL 1.2 f FOR MAXIMUM OF 3 BEDROOMS SAN!TAR fjE C GE(5En/WE rERj DM DATE OF APPROVAL NOTES: by Dept.of Health Swims (DU H1GH OF WAY) 1. FIRM ZONE X & ZONE AE (EL. 8) USE (9.0) (CAMP MINEOLA RD. E. EXT.) 2. ELEVATIONS SHOWN REFER TO MSL DATUM NGS, NOS 9 p ; (FORMERLY USC & GS DATUM) 3. AVERAGE SETBACK = 28.6' ck 1° 8 " 4. ALL DWELLINGS WITHIN 150' OF UP PROPOSED SANITARY SYSTEM ARE En o CONNECTED TO PUBLIC WATER. ELEVATION 1ST FLOOR S LAND N/F HOMMEL 4.8' (DWELLING) f BROWN 70 FND SILTY SAND c.i m FND , „ ' PIPE e p , PIPE N 87627'00" E 97. • �� EL 'Anti' _ OPENING FOR WATER " ENC. 9'N 8.2' PALE �!i!i!%� a t, N c" ELan 14,462 S.F. BROWN FINE EXISTING 7.3' TO MEDIUM GRADE PROP. PROP. WATER SAND O -` L.P.'S o ELEV. EXP.'S u 1.2' CRAWL SPACE CROSS SECTION CWATER IN I S0. IN. OF OPENING PER I S0. FT. OF FLOOR •�• ` (7 5) I 0 PALE MINIMUM 2 OPENINGS REQUIREDPI BROWN FINE 'd I; \� I (rl TO MEDIUM ° 4 - SAND m a P F > ' -7 0 (6.9) I=i 0 z ELEV. N> ;zit • PROP. p oT cn e D z -5.2' �' � 5 X 0 S.T. � 0� II I; m n' TEST HOLE INFORMATION 2c 1 ' t - z r �r oma ,' 11 �o =i '2 > �8 c-, 0 rrrCo•bb 31.T z n n . 1 _ 10 UP `<I i rn1A' 0o0 I ZNYT28fs-\m +N Ho 28.6' 8.13 '° (6.4) I N CERTIFIED 'f! �, * TEST PROP. \ R P � n1,\. \\ HOLEE� o DRIVE - _. . �� -`''hN O * ' .A1d' GF.EL &66 " ' 5.6' C.eNO. 0498 q DIRT FR ��FO v.ND SJP . 0 0.4,N 4'. 9p 0.4E EL TH EXISTENCE OF RI - ' 0� _ U N. FND S 8727 00 W 95.25 MON 5.4 AND/OR EASEMENTS OF RECORD IF ` 6 6, MON ANY, NOT SHOWN ARE NOT ii GUARANTEED. SPEED --£ BUMPS � LAND N/F CORWIN 1 . UNAUTHORIZED ALTERATION OR ADDITION 1 I GRAVEL (DWELLING) TO THIS SURVEY IS A VIOLATION OFF.: DRIVEWAY SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING p „i THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED i tr... P, _ N N TO BE A VALID TRUE COPY. 10 J =in GUARANTEES INDICATED HEREON SHALL RUN D- N ONLY TO THE PERSON FOR WHOM THE SURVEY >0 IS PREPARED, AND ON HIS BEHALF TO THEz ' TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND - - TO THE ASSIGNEES OF THE LENDING INS77- SHORE LINE TUT7ON, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN. L.S. Surveying and Land Planning SITUATED IN: MAT17TUCK 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 Lei 01°5-V L I f�' .i t...1 FAX (631) 345-9429 DATE: 08/25/05 JOB NO. 805-9407 SCALE: 1n - 30' DIST. SEC. - BLK. T j S.C.T.M. NO. 1000 123Ofi.:: .: -11 12.3 Rez V. DWELL. 1D/24/05 605-9648 _ ,5 \ , j N 1 I it, -'0 R/ G H 7 p,cc yt.;q-y. at I , 1 Al /dt,30o°�j 1 4 iti 9 ql� I 1_ �t . 11 c, f t NS W e / d� .j'/ 1 943 W f r'J ,i 3.7w. v"Ve S IVB, I,.r> :L..); /' � I 1 41 iii ‘t1 r'o - -4 4, 5 tvA F. Ho 'VEL-,. L N p ; AT _ fl os MAY7/ TUCK I'! k U � Ncry y'a�Fc Z q8 SG4t,e- da`= in r `9,zt _ _ o o +I t -, iB,000 sit .1.3 ' N q \u s s f' o mown Lila Jane /1.,1359 «mak ^�1 v ,v 7 .tYj. ► ' N. W. GN`t re 'C'°-144-1- PEto,.11c 1 Y G/ c fid/ .A/e�/ ; 14-7'7- 7 „ 70 ._____,,,--:,,,,,_ , F.F. EL11A FIN. E RD_ t2 I, Ar----- ,EL Oa , , , , ,ke , �, , , , , , NEW SU (7------ — gi.” A MIN. LL- • , I C-1 • MIN. 6.63 d' ' 1 :Itt' ' EL 6.2 6.53 EL 4� l`^� 6 03 EL 6.9 ❑ O O ElNa.z.isai, C;>—ev%reat POOLS ARE m v ❑ CD D ❑ r DEEP a V—e.I. M kl.. 4.2 6AD(F1LL WTH CSE SAND t GRAVEL 31/ 8 8 3 Z GROUND WATER EL 1.2 J SANITARY DETAIL TERRY PATH NOTES: (50' RIGHT OF WAY) 1. ARM ZONE X & ZONE AE (EL. 8) USE (9.0) (CAMP MINEOLA RD. E. EXT.) 2. ELEVATIONS SHOWN REFER TO MSL DATUM NGS, NOS 8 p la (FORMERLY USC & GS DATUM) at 3. AVERAGE SETBACK = 28.6' UP (*' ill 8 4. ALL DWELLINGS WITHIN 150' OF PROPOSED SANITARY SYSTEM ARE o CONNECTED TO PUBUC WATER. I ELEVATION 1ST FLOOR o LAND N/F HOMMEL 4.8' (DWELLING) * M BROWN in x FND SILTY SAND c i i D PIPE N 67'2700" E 97.58' PIPE'' 7•••••� - OPENING FOR WATER `4 FNC. PALE '.!.!.!. a , EL 0.3E 14,462 S.F. 1 BROWN FINE EXISTING 7.3 TO MEDIUM - GRADE - WATER SAND b ELEV. 1.2' CRAWL SPACE CROSS SECTIONN WATER IN - 1 SG. IN. OF OPENING PER 1 So. FT. OF FLOOR P"N 0 PALE MINIMUM 2 OPENINGS REQUIRED - tn BROWN FINE a °I 41 TOSANDMEDIUM tD /3 ci P V TL 73 r a p Pr r 27.5' = W a mT Z ...� m a N*K > METAL '1 0 <O V. N O VENT 0 a Z -5.2' v= ; X 11 n LA LA N f m TEST HOLE INFORMATION -13 rn �N7L `� m z :A Et 2 D o rn a 4 o A m up I bZ IC- _.,. NVT �R, 1 _ L C P �µ 1 o w � I . METAL N II m ., .,� 34.0' VENT - `" D V ' CERTIFIED TO: - P MI ilib. DIRT FR. GARAGE w - -NE MEL 616' 5.5' THE £XIS C£ OF R G TS 0 Y 00 W 95.25 FND MON 'AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT _ GUARANTEED. spEED LAND N/F CORWIN a 1 (DWELLING)UNAUTHORIZED ALTERATION OR ADDITION M I GRAVEL TO THIS SURVEY IS A VIOLATION OF - DRIVEWAY SECTION 7209 OF THE NEW YORK STATE Y EDUCATION LAW KeCFNEU/Y COPIES OF THIS SURVEY MAP NOT BEARING c,'1• .‘�N H & OT p u' THE LAND SURVEYOR'S INKED SEAL OR FC .'f- \\<" N EMBOSSED SEAL SHALL NOT BE CONSIDERED ? Nir 'Lr =,a a is _ TO BEA VALID TRUE COPY. Y s a < ? yz ED -4 - _bi GUARANTEES INDICATED HEREON SHALL RUN f tit ONLY TO THE PERSON FOR WHOM THE SURVEY k- r,S 4Q. >o IS PREPARED, AND ON HIS BEHALF TO THE F,1, 11/Q 04 9486"\ A1/4j z 7771E COMPANY, GOVERNMENTAL AGENCY AND S -4� LENDING INSTITUTION LISTED HEREON, AND FD LAND SSP — — — — — TO THE ASSIGNEES OF THE LENDING INS77- - SHORE LINE TUTION, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN, L.S. Surveying and Land Planning SITUATED IN: MAT17TUCK 1814 Middle Country Road TOWN OF: SOU7NOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 08/25/05 JOB NO. 805-9407 SCALE: 1" — 30' DIST. SEC. BLK. LOT S.C.T.M. NO. 1000 123 06 123 FOUNDATION LOCATION 4/3/06 806-9960 REV. DWELL. 10/24/05 B05-9648 F.F. EL11.O FIN. GRADE EL. 6.2 EL. 5.7 New LMIN. ,T K q=E 1 4• 4• MIN. • 6.83 EL -14:4:----------- 1 :4: EL 6.1 6.53 4" 603 'aEL ❑ ❑ op rn ❑ o o ❑ N _ M EL 3.1 BACKFILL WWI COARSE SAND & CRAWL GROUND WATER EL 1.2 _,-•*". SANITARY DETAIL NOTES: TERRY PATH 1. FIRM ZONE X & ZONE AE (EL. 8) (50' RIGHT OF WAY) USE (9.0) (CAMP MINEOLA RD. E. EXT.) 2. ELEVATIONS SHOWN REFER TO MSL DATUM NGS, q ¢ 9 (FORMERLY USC & DA M) " 3. AVERAGE SETBACK , 28.6' 8 " UP FLEVATION 1ST FLOOR 8 LAND N/F HOMMEL 4.8' (DWELLING) FND 1 BROWN x PIP SILTY SAND r < END PIPE N 8727100" E 97. :. PIP 1 EL ***C.: ����� d- 8.2' 4*• �, - OPENING FOR WATER ON3'E PALE :444:4: a N EL AIN.. 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GARAG O. �Svr AM cF.0. 6.e6 5.6' SFO LAND SSP 8:"?' 110 ENDS 8727 00 W 95.25 FND MON5.47H EX/S7ENCE OF RIGHTS AY AND/OR EASEMENTS OF RECORD IFspEED MONANY, NOT SHOWN ARE NOT !zeri GUARANTEED. • ND N/F CORWIN (DWELLING) 0 UNAUTHORIZED ALTERATION OR ADDITION M I GRAVE , `, TO THIS SURVEY IS A NOLA7ION OF DRIVEWA SECTION 7209 OF THE NEW YORK STATE p \� EDUCATION LAW. �� ' COPIES OF THIS SURVEY MAP NOT BEARING ,(Q� THE LAND SURVEYOR'S INKED SEAL OR v ¢ LL' �i1l�fJ EMBOSSED SEAL SHALL NOT BE CONSIDERED N u 2 = TO BEA VALID TRUE COPY. " J J 2 (61 GUARANTEES INDICATED HEREON SHALL RUN v - ONLY TO THE PERSON FOR WHOM THE SURVEY Ma IS PREPARED, AND ON HIS BEHALF TO THE 73 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND — TO THE ASSIGNEES OF THE LENDING INS TI- SHORE LINE TUTION, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY KENNETH H. BECKMAN. L.S. Surveying and Land Planning SITUATED IN: MA TTI TUCK 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11981 SUFFOLK COUNTY, NEW YORK 031 345-9427 FAX 831 345-9429 DATE: 08/25/05 JOB NO. 805-9407 SCALE: 1" — 30' DIST. SEC. BLK. LOT S.C.T.M. NO. 1000 123 06 12.3 I S.C.T.M. NO. DISTRICT: 1000 SECTION: 123 BLOCK: 6 LOT(S): 12.3 1 TERRY PATH I o LAND N/F to OF MONA BROWNE X is S87°27'00"W 97.58' 0.1'N VINYL0/L •'IPE PICKET 4., 0.5'N x----1 4' METAL PICKET 0.4'E O CID o o o Co 0 tri Q o ➢ � � 34.1° ::2 . O cv U o/ CONC. CC W ~ 1-1/.'I' ' ;' ' :;?;:: ;•;•'•: :;:.;:' PATIO Lu Lu C ice/ ; A o - 0 ; n3 F.F. EL11.O FIN. GRADE EL. 8.2 EL 8.7 N • MIN. 1 t t - r4� 1 MIN. i �dt, 8.83 EL 1 9��� EL 8.2 r. ''CIS 6.53 L--_= '=t,.S -n 2006 , • • E EL ❑ 0 C ❑ NOTE _ t 5.9 If DEE ARE 0) I -�5_ 1 ❑ ni ❑ 3'' �613. 7 M EL 4.2 BACKFILL WITH COARSE SAND & GRAVEL GROUND WATER EL 1.2 f ' SANITARY DETAILC rle; ail - NOTES: (50' RIGHT OF WAY) 1K 1. FIRM ZONE X & ZONE AE (EL. 8) USE (9.0) (CAMP MINEOLA RD. E. EXT.) 2. ELEVATIONS SHOWN REFER TO MSL DATUM NGS, NOS 9 p 9 (FORMERLY USC & GS DATUM) m 3. AVERAGE SETBACK = 28.6' :° 8 SI 4. ALL DWELLINGS WITHIN 150' OF UP PROPOSED SANITARY SYSTEM ARE En CONNECTED TO PUBLIC WATER. 4LEVATION 1ST FLOOR o LAND N/F HOMMEL 4.8' (DWELLING) s BROWN 1r) a FND SILTY SAND PND N 87.27,00" E 97.58• PIPE0 9 P 9 PIPE I EL NW, v V v 8.2' PALE •4••••� - OPENING FOR WATER EL FNC. 14462 S.F. ..4.„.•,.•e a 'u N (.47.3 0.3'E tt) BROWN FINE EXISTING I W TO MEDIUM - o GRADE WATER SAND v ELEV, ' •LP.•• 1.2' CRAWL SPACE CROSS SECTION WATER IN 1 SQ. IN. OF OPENING PER 1 S0. FT. OF FLOOR Ii • ' O PALE MINIMUM 2 OPENINGS REQUIRED Z cif 4, vai BROWN FINE ? • n v: • TO MEDIUM tO rn 133• EL a. pa SAND M ; P FNC. s.T. � .4 ° 4 r VTI a a a 0.3'E C 27.5' PROP. 2 W4-1 z m w N ie N FRAME OII ^O ELEV. 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SPEED MP �` LAND N/F CORWIN UNAUTHORIZED ALTERAHON OR ADDITION / ' I (DWELLING) TO THIS SURVEY IS A VIOLATION OF GRAVEL DRIVEWAY SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW , 'I COPIES OF THIS SURVEY MAP NOT BEARING P THE LAND SURVEYORS INKED SEAL OR ` _ 4- EMBOSSED SEAL SHALL NOT BE CONSIDERED / m la pu TO BEA VALID TRUE COPY. / 2,61 GUARANTEES INDICATED HEREON SHALL RUN >� i ONLY TO THE PERSON FOR WHOM THE SURVEY >O IS PREPARED, AND ON HIS BEHALF TO THE o TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INST7TUTION LISTED HEREON, AND - -- - TO THE ASSIGNEES OF THE LENDING INS17- SHORE LINE TUT7ON, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY D [ [ -, KENNETH H. BECKMAN. L.S. Surveying and Land Planning SITUATED IN: MAT77TUCK SEP 2 '2 2006 J 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D By Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX 831 345-9429 DATE: 08/25/05 JOB NO. 805-9407 SCALE: 1" - 30' DIST. SEC. BLK. LOT REV. SANITARY PER S.C.D.H.S. 9/22/06 S.C.T.M. NO. 1000 123 06 12.3 FINAL SURVEY 08/24/06 B06-10318 FOUNDATION LOCATION 4/3/06 806-9960 REV. DWELL. 10/24/05 B05-9648 z 0 'I, W 0 L) _ Z � m a r . 0 m a o ARCHITECTURAL PROFILE ASPHALT 50 YR. SHINGLES OVER 15# FELT, ON 5/5" u a } Fa N P W SHEATHING — = w w 0 )- _ ARCHITECTURAL PROFILE _ - ASPHALT 50 YR. SHINGLES =O 0 < V _ - OVER 15# FELT, ON 5/8" 2 O p SHEATHING Q Z - ZA1- Q - - z D_ f — - o d 12 _ -, 0 a- ____ - 10 —12 _ PLUMBING --"- "-- - - T - -_ - _ --- 10 - -- ALL PLUMBING WASTE \ -__------------ - - --- - - - - - - a - — - _TING BEFORE I- co FINISHED CEILING _ _ _ -_ ___ - _ �— - - TESTING BEFORE COVERING 0 o NC r- •==- _ _� _ � -_ - fir ■Ii■+= � �_ I— Z Com- - - I -�- =� ~ - —. 0 r CO __ I = -1H1 I = __ __ — PLUMBER CERTIFICATION _� = u J = — u = �— — -- ` ONLEADCONTEN7 EEFORE ¢ z o NM — m— - -s�— —� /' '� -- ICERTIFICATEOFOCCUPANCY 2 a FINISHED FLOOR — - ~ — — . 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I� Li0 EI_if�i. -j I'- -I —' SOUTHOLDTrN'NPANNINGBOAAD iJ —1-i �� ' SOUTHOLDT:AN aUSTEES 1"'; , ,,,"�` ,� �T'�D w `� d kY.S.DEC DATE:_, 3/8% 31& t O °� 1 �L °C Vp � ' _ FCC97G, _D �_�/ /� ru" ILgi .1r !'TTj-'H ,5�+• OCCUPANCY OR" "4• II, 3 TF=RONT ELEVATION .,kUSF IS UNLAWWFUL a ol EauIR�r R- ?ETE F8 PLUMB! a !�CERTIFICATE::::: " Or OCCUPANCY �� 4• FINAL - CiGTRUCTION MUSTBE COMP a E FOR C.O. LL Np_._, 9j" ALL CONSTii TION SHALL MEET HEC ] REOUIREMEfd,3 OFTHECODESOF EWr n /7 6 YORK STA1E. I10011: OT RESPONSIBLE OR �z FLOOD 7(Y'TF 4,' DESIGN OR CONSTRUCTION ERR.RS.H z q 1� ) IOP COM, ' H CHAPTER "46" _ Z p�1" I`II_ /' FL -,L A - PREVENTION a 'N Sriu.�{� 4a - ' jG VI I ,.Q,,, �Q C(�, Y�,w.� SOU H�GL�, CW ROS RETAIN STORM WATER RI1Nf1F J I J U ` b, _c�ry-' ( PURSUANT TO SECTION 45-10C OF THE TOWN CODE. Z O K F. w d z �wy 0 m d Qn O N R 1 o 4 ARCHITECTURAL PROFILE ASPHALT 50 YR. SHINGLES ) 3 � 'Jw OVER 151* FELT, ON 5/8" c¢i a SHEATHING a (LI)) " T _— _ ___ - - - _ - -- Q �- Ill Z ARCHITECTURAL PROFILE n 0 J V MI ASPHALT 50 YR. SHINGLES p OVER 15# FELT, ON 5/8" Z W SHEATHING z j F I- . o Q a. • -_____-____ - _ �- - ' - -- - 0 ala \ 0 __ - -_ FINISHED CEILING a I- LIS III - - -_- ---- - - - - NE ■ = ■ =� 0 ,- -Ill 4-T r 0 0 Tr CC 0 —.— —.— — _:_ • _ — --- = FINISHED FLOOR g v ----------i - - — - — --- --- ill —MN _ FINISHED CEILING - ■ ■ - — u .11 - h CO miiiEN _ �UI _ - - - - - - - - - - a - - - FINISHED FLOOR \ in LJ thi- MIS U ice-{ U FINISHED GRADE GP ROUGH SAWN CEDAR I I I o I I SHINGLES I I I I II I I o 0W N 0 p' _ cc::-(--,-, RV :N 0-, REAR ELEVATION ° r ,- 3 SCALE: 1/4"=1'-0" '\;is O\03]154'1 429 / 01 F' n- / 4A`FE551��•1 IN O '� N 3��JDZ N 0 Z H z LJ ¢ = J Vi d z O 1- W' W rez N O1 9 z . oDi 1- 1 w � O z 3 `Liw C f- c U Q Y FI 41 M Rl Q Q W W ry Z 12 p Q X NL —110O Q w 1- K Z Z F- Z J Q Z o_ I i / o Q FINISHED CEILING – —� i–MirillM r- tom z o a • 1- is) � mm (7V' m H ..== o } --- '- < Z0 FINISHED FLOOR Z o NI- FINISHED CEILING "' d — II-IM C0 I, IN I FINISHED FLOOR — I� Ilil �-I \ — — — — — — — — — — — — — — — — — — — — — 1111. — Q.) coL re W FINISHED GRADE I 111 U z GP ROUGH SAWN CEDAR Z SHINGLES i p 0 �C rl—� r-{1 rl—n 0 L—L_ L -- yJ J Z 1r7: Q 0 w 1/�0 0I 4.1.'t1/5"r., ,R4-\ LEFT SIDE ELEVATION 5 , " SCALE: 1/4"=1'—O" 1 {' ' s;" iti 032254-1 4 \ \-F€SSI���y 11 N 0 N 7) 1) 7Z CO 0 z w z w a = J N d Z 0 F Q R' Ill A � Mt) i"-C! x 1_ -I `0 0 d " O N a w o O o - - - Z 3 - w , 12 d' u a > 1ID R N R W ARCHITECTURAL PROFILE Q ASPHALT 50 YR. SHINGLES ARCHITECTURAL PROFILE OVER 15* FELT, ON 5/8" N p )- ASPHALT 50 YR. SHINGLES SHEATHING j O Q - OVER 15# FELT, ON 5/8" 1,1 SHEATHING O z V x Oe Kzzr - 12 '-` 0_ i 710 \ o 4 FINISHED CEILING -- ■� - • - — r 1` CO O0 o a n I w v v ,V° -' co FINISHED FLOOR (7 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - \ O Co a FINISHED CEILING z ti ri .47 Y / ( ) up GP ROUGH SA IAN CEDAR - SHINGLES ] — FINISHED FLOOR — — — — — -I.. -.- .-. • \ in t t_� FINISHED GRADE 0 0 I- E z w U 2 r-, r-I-1 rl-I, rl_I, t L-J L_J L-J L_J O 0 -'LL rz Z Q 0 w 0 0 RIGHT SIDE ELEVATION i SCALE: I/4"=11-0" o ii /r• r 1. 1 Ly = w (� 1 To 03745/-1 czV .- N T . / P��FfSSI���) O a I) /1 /9 v o W Z w a 2 J o d z 0- W O K 1 o g 1'-88" y 55' I'-b" z o 0 d : V 1-1'-50 2' 6'-116" 2' 30' 216" u / / / / / 0 - - - z 3 LJ w a a I- CE U Q >- L Vi R {V �` N` f 1 \ \ tv i �� Q \ f /(3) 1_3/4"X9-I/2_' LVL`�� `t -, \ ry\ w 0 z 1 F L" GIRDER �` N in 1 4 Y m I m 0 I J O I O2 _ I Kzzzl= \ J Q H r- `�' 4 P.G. 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OR (BF-24) _ 10" ANCHOR AND FOOTING FORM Sb' (3 PLACES) / &L /r a ::- ion FOUNDATION PLAN .� y� / . SCALE: I/4"=1'-O" w �' = LL N 0:S U� O N 031[554 O / a.OFESS100>� o i bIn z 3 /7/0 w z W = J v a / 58' Iq'-85.' 5.. / / 16 / 6 -II6 / 32'-216" J I� 12'-108" 6.-10_-" 3'-OJT" 3'-0i " 6'_05 " / a Sa / / 4 / Ib / I6 / I6 6'-10" 12'-8" 61_8" oY° o o = / / / / LL ' ' a I O 0 \ \ I 0 - - - it \ 07 tai 446-2 ii '\q� 3 1 w m ��� � �. (2) I-3/4 X q-I/2 LVL \, ITW2032 a a I- LI _ITW2832 ITW284G-2 A v a w' I I PS6161IR FLUSH HEADER II ry\ - ,I * 17'-6" I 4'-10" I' 'Th"FT- I FAMILY ROOMLAu. o o RI O z o �,ry � DEN � � KQzi- - 1(2)(21)-311;4111" 2565 2668 ® _ u, 5 0 1 ZQ � Q - HALL / �\ - N z D_ I N m /\' �\ m x o Q \ o O ' u (2) I-3/4" X q-I/2" LVL '� -I,q FIRE DOOR —�� FLUSH HEADER / KIT. IV j CLOSET t4I SELF CLOSING \ `6 6 �__Lzx._ 3� m 1/40 \ R 2„8 all F �o N ®- ® ra k0I _� re o a!!i1II , VI N \ I 6 % I 5/8” TYP: X GYP. B (4) 2"X4" POST m Izm mpill _ ry FROM Foo u, w V v - - I 3068 RTO CEILING. 5068 (2) 13/4" X q-I/2" LVL (3) 2"X4" POST ;I- _„„. co / C7 u� II (3) 2"X4" Pn T - / m o ry azo 12' I \ 10' / 0 o LIQ/. RM. v is- I D.R. 4' ; W Z /~ - -4 z \ a y .0 I '0 _J / o \I§ I o Q w _ I v GARAGE 1i \\ / / ' 44 0_ O v N -I _ \\ , IL- - PI CC 12' 3'-10" 2' xIII -6 0 (2) LAYE-S OF 5/8" -x. i r / \\ \ \ �I---i, �� O I TRIG., TY E X GYP. BD mI / '—I \I 1—I I - -n—I -I m I ON GEILI G. / \ I m 1-4 T03046-21 I I TW3046-2 I I R' i / \ ' r. Co (2) I-3/4" X q-I/2" LVL ;Ili N I WI40 X 41/2' G.J. ® Ib" 0:� I i \ ZO I F G I 26'-8" I i (4) 2"X4" POST \ 0 w \ \ ®_i® 1 I I— (3) 2"X4" POST- \ I TW304610, +� z (3) 2"X4" POST I TW3046 I )---1 o 6'-4" q1_5� o 411-2" 5 q 6'-6" 14'-4" 6 _6" LL I o 50'-8" N 27 -4' w cu 2 58' P-1 c � ,tOFNew , j tib . M CE ^ IST FLOOR PLAN , L O U / /o/ �, SCALE: 1/4"=1"-O" ' s}�, ff. ,% I �\�l A" 0322541 40 ' CV \ / n °FESSION'‘'/ w N O 3 �,�° ` 0 2 I- w Z W 2 J N a / 58' z / Q J w 11,-b" / 10'-6" / 30' a z / / 0 m p O -' _ 3'-b" '-S" 4'-4" / / / / /1,-S" 2'-10 1 -4 28'-8" a 0 N / / q / rya 0 0 0 I$tt ' 7TIII TI/3042 42 3 w\ \ \ \ ¢ ab„ 'ry 0I a v a PI T115046 m TW2032 l wiywz� •*MASTER :❖: Q W SR. zo O O $ . wj ►- O0 1 � •/ z . 4 Z_ Cs ♦��♦ O OATH. CEILING :\ ►�,0•� �5 .- F o Q m 1 61 IN IC •• I�..4y4 - 0 \ i 1 K ~ 16' J N •6'_2" ri�ifi i�♦i•♦...si 51-0" GE I LI NG ^ • • O co is co I CLOSET 2565 = 2068 N BONUS ROOM — a Mil .4 \ UNFINISHED w v Y `4 2668 ' ` ' i , N NOT INCLUDED IN AREA GALL. '0 - re 0) m ry L _ N \ N ♦ O \ N 0 or -- tto / s co VELUX FLEXIBLE N z g IN .1/49 \ SUN TUNNEL /N W I.G. G �� �0 TSF014 ¢ -7- M v BR. Z9 RAILING .1-I BR. 8'-0" CEILING O 12' 6'-2" III-6" 5' � 21'-4" L OPEN TO r BELOW TW3046-2 TW3r046-2 \ \ 1—, ti1 k \ r. t-1 SHELF w\ u—�1u re TNL9046 vanF .0 '0 E z w 0 2 Z_ E 0 / 6'-4" / 6' / 3'-5" / 3'-5" / 5' q" / 5'-q" / 21'-4" / 0 w � / 12'-4" / 6'-10" / II' 6" / 27'-4" / ^0 0 aWr n 58' To, / / '> • � .,r FD 0022611 463 / 2N17 FLOOR PLAIN / ` A..fiss 0N� � r SCALE: 1/4"=1'-O" 3 )7/a c 0 N. N. o F- z w z Lai I J (4 a w Y w g -' 'D a U n OI N so w 7 0 O 2"X12" RIDGE BEAM z W i Li O' U Q > COLLAR TIE 2"Xb" @ 16"O.C. / 12 n GI n w —I10 VELUX FLEXIBLE ARCHITECTURAL PROFILE Q SUN ASPHALT 50 YR. SHINGLES TSFO14 TUNNEL Q1 O )- OVER 15# FELT, ON 5/8" w ILII z • SHEATHING Q d G• p2X10 RIDGE BEAM O x JO U \up Di LLI 1- WALL CONSTRUCTION Q-' HURRICANE CLIPS ® EVERY Q-Fals SIDING ON 15 L5. FELT UNDERLAYMENTQ-' R-13 INSUL. RAFTER ® BOTH SIDES Z J Q ON 5/5" SHEATHING OVER STUD 7• ©./c111116. / `�= - z I WALL (2X4b AT 16" O.C.)FULL THICK FIBERGLASS "'�c R-30 NSUL. a �� r INSUL. (R-15), 1/2" THK. GYPSUM BOARD FINISH. _;y0;!p. �' O PI p V /e" 2X8 G.J. ® Ib O.G. FINISHED CEILING IMI R-30 INSUL. m Ma I- N- CO o O `OIiiBR. ARCHITECTURAL PROFILE zv Y RAILING -_ _ w ASPHALT 50 YR. SHINGLES a HALL =`�� OVER 15* FELT, ON 5/8" ce a m — Ee. _ SHEATHING } \ FINISHED FLOOR — a _ -_ -__ ¢ Z o \ — - - - WI40Xq-1/2" F.J. 1/0 lb" 0.C. I — — — - - - - o ----------- — —z — — — — FINISHED CEILING — Z I M CD HALL I 4X4 AGO POST _ [ / I FINISHED FLOOR KIT. rN�RAILING 11140 X R-I/2" F.J. 0 Ib" O.G. • d . , $ .1 737192R-19 INSUL. 0 (2) 1-3/4"X11-1/8" LVL _ 7 — 40 Z FINISHED GRADE I CRAWL SPACE GIRDER m I I Q 1 H--f; I I - l Z SILL CONSTRUCTION I —( •.....�_...-.-....•....... r.- . (NI O Tr- ; IElul . ` _III I I 11 I Z 2X4 SHOE ON SUBFLOOR 2" THK. CONTINOUS WOOD I I I- : —� Lu= V� I '-K a o HEADER(2)5/b" WOOD SILL (TREATED) I I I- 4" 7HK. POURED GONG. •- / ^ O ANCHOR W/5/8" DIA. ANCHOR BOLTS AT 4' O.G. L_I� �' PLR. SLAB OVER 4" T1iIC. '' AND MAX. 12" FROM CORNERS. L,–� t POROUS FILL (^✓ELL '� (� • / OJ COMPACTED TO EARTH) LL 0 ri W b N o LEFT SIDE ELEVATION ico,.I'J��;�;; mli SCALE: I/4' =I'-0" I�,r 7�- , r M1 1 W 032261-1 -.>C� it A IPOFESSOkt. / \ / 01 7 • N CO o Z 1- La Z W Q 2 J 2X6 RR 0 lb' O.G.frw z a m P I �- Z Q a O 9 x I ati 1 IL 0 " 0 N r OC 1 2 d' m0 O O oh 3 C w U CC U a >- 0 O RI 1n n 01fl O ® Q 04 ® to0 )- if ft rr WluIYz IN NC 020 z Q -- Q 2X12 RIDGE BEAM - z I Na o u DN co + 2X12 RIDGE BEAM 1 / PN o• o 1.0a wvY al O m g o• v Cl>TC 'V� o OZ 0Gk m Y to I w 2X8 R.R. ® 16" 0.G. 2X6 RR. ® Ib" O.G.J rc V �— d n z —► Z N Q L J U E6 H /x"`'11 W U O I-1 g 1 Z_ O lLJ ROOF PLAN SCALE: I/4"=I'-O" �9� SIO 0 214.1 1/4 1 / A'OFrss ON 1 H 1) hID O Na) N 0 z w z Ll a I J C4 a GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES ,N AIL TNG SCHEDULE 1.The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be stud grade or better 16"o/c. All other framing material ITABLE 3 1, INCLUDING 3.3 AND 3.9 intent and framing details. They are intended as a construction aid, not a substitute to be#2douglas fir or better. 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance with current New York JOINT DESCRIPTION NAIL QUALITY NAIL SPACING state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. construction details and procedures to ensure a professionally finished,structurally ROOF FRAMING dl gr sound,and weatherproof completed product. 3. Provide double Boor joists under all walls parallel to floor joist span direction unless RAFTER TO TOP PLATE TOE NAILED 8'-0" WALL 3-8d PER RAFTER O 10'-0" WALL: 4-8d PER RAFTER Z otherwise specified. H W CEILING JOIST TO TOP PLATE ,TOE NAILED 8'-0" WALL 3-8d PER JOIST 2.General Contractor to coordinate all sub contractors, scheduling of work,and 10'-0" WALL. 4-etl PER JOIST interaction between trades 4. Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 37 EACH LAP k) O ' a lumber floor joists. CEILING JOIST LAPS OVER PARTITIONS 1FACE NAILED SEE TABLE 3 7 EACH LAP V -T1 O W 3.The general contractor is responsible for ensuring that all work and construction COLLAR TIE TO RAFTER ',FACE NAILED SEE TABLE 34 PER TIE B1 BLOCKING TO RAFTER /TOE NAILED 2-0tl EACH END 0- 7 ',Irl 0 meets or exceeds current federal,state,and local codes,ordinances and regulations, 5.Floor construction:1/4"tongue and groove plywood subfloor. Finished material to be RIM BOARD TO RAFTER SEND NAILED 2-led EACH END N 0 -1 etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floorjoists. 1i and should be adhered to even if they are in variance with the plan. WALL FRAMING 6.All window and door headers to be minimum(2)2x10 unless otherwise specified. TOP PLATE TO TOP PLATE FACE NAILED 2-16d * PER FOOT Z 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All intenor headers to be(2)2x10 unless otherwise specified. TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS - EACH SIDESTUD TO STUD 'FACE NAILED 2-16d 24" OIC 3 J w 5.The designer has not been engaged for construction supervision and assumes no 7. Provide full solid blockingunder all bearingwalls. HEADER 0O HEADER FACE NAILEDIL -1G6d PE18"R 2X ALONG EDGES W u < r 9p TOP OR BOTTOM PLATE TO STUD END NAILED 2-16tl PER 2X4 STUD F] y F4 pg responsibility for construction coordinating with these plans,nor responsibility for 3-lea PER 2X6 STUD construction means, methods,techniques,sequences,or procedures,or for safety 8.All beams to have adequate bearing at each end or as specified 4-16d PER 2X8 STUD n precautions and programs in connection with the work. There are no warranties for a BOTTOM PLATE TO FLOOR JOIST, - 4-1 specific use expressed or implied In the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. eAN DJO IS T, END JOIST, OR BLOCKING FACE NAILED 2-led PER FOOT FLOOR FRAMING nO� } 6.Refer to floor plans,exterior elevations,and window schedule for types and sizes of 10.Typical extenor walls and roof to be sheathed with%"exterior grade plywood or JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST W ltd rL Z windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and ',BRIDGING TO JOIST TOE NAILED 2-8d EACH END tn r 'Q Y headers. 'BLOCKING TO JOIST TOE NAILED 2-ed EACH END J V BLOCKING TO SILL OR TOP PLATE ,TOE NAILED 3-16d EACH BLOCK O 'xn 7. Door and window headers l0 oligo unless otherwise noted. LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST = 1-410 11. Provide Insulation baffles at eave vents between ratters. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST K Z Z N- 8Generalcontractoristo ensure that masonry and prefabricated fireplace BAND JOIST TO JOIST :END NAILED 3-led PER JOIST W / F construction meets or exceeds all manufacturers specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT Z J I Q chimneys,projections,and penetrations as required by approved construction I Z d I 9.General contractor to consult and coordinate with the owner and the plans for all practices. ROOF SHEATHING c STRUCTURAL PANELS 4' PERIMETER EDGE ZONE - 16" 0/C -8" AT PANEL L 1521 built in items such as bookcases,shelving,pantry,closets,etc. EDGES AND AT INTERMEDIATE SUPPORTS IN THE• O Q 13.General contractor to provide adequate attic ventilation and roof vents. '5/e" 8d PANEL FIELD -7 V 10. Provide hardwired smoke detectors,with battery backup,on all floors and in each INTERIOR ZONE - 18' 0/C - 8" AT PANEL EDGES AND 12" bedroom,verify with local code requirements as per Section R317,New York State 14.Provide appropriate soffit ventilation at overhangs 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Residential Construction Code. Install carbon monoxide detectors as per Code. FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4•-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" GENERAL PLUMBING NOTES PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and CEILING SHEATHINGF CO Safety requirements. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ix in 1.General contractor to review plans,elevations,and details to determine intended WALL SHEATHING a F-- heights heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of plumbing fixtures or STRUCTURAL PANELS 8d 4' EDGE ZONE - 18" 0/C - 8" AT PANEL EDGES AND 12" Z t� equipment provide bracing totle framing back together. '5,8" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD W Nr 2.All footings to rest on undisturbed soil. 8d INTERIOR ZONE - 18" 0/C - 6" AT PANEL EDGES AND 12" WNtM GENERAL HVAC SYSTEM NOTES AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ft 03 id 3.Provide%"ez expansion joint material between all concrete slabs and abutting FIBERBOARD PANELS 7116" ed 3" EDGE / 6" FIELD C7 -- p / g 25/32" ad 3" EDGE / 8" FIELD concrete or masonry walls occurring in exterior or unheated interior areas. 1.Mechanical subcontractor is responsible for adhering to all applicable codes and GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD < O Z requirements. ed 4' EDGE ZONE - 16" 0/C - 6" AT PANEL EDGES AND 12" O .7- 4. 4. Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 wire mesh reinforcing. HARDBOARD . AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD c O Interior slabs to be placed on 6 mil.stabilized polyethylene vapor bamer. 2.HVAC subcontractor to fully coordinate all system data and requirements with the Z r equipment supplier. v TABLE 3 .7 5. Provide crawl space ventilation per local code requirements. 1 9 9 5 SSC HIGH W IND EDITION W 0 0 D FRAM E 3 HVAC subcontractor to provide final system layout drawing and submit it to CONSTRUCTIONT I O N M ANUAL '" coo 6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. , RAFTER SPACING 1 6 " 0 /C I -AE.ell Il Er''YD between all wood surfaces that are exposed to concrete or masonry surfaces ROOF PITCH ROOF SPAN �cj *j4F w�\ 7. Dampproof exterior of foundation with a bituminous coating as per code and soil < S.Ib.J'<..- 6)-'7 17 1 2 2 0 2 8 3 6 v „��� n/'e." 3 : 12 5 8 11 14 m conditions. ,iiI- w 4 : 12 4 6 8 11 [{�,y' ., w GENERAL WIND PROTECTION CONNECTION NOTES `,"�1' ' P GENERAL FLOOR PLAN NOTES Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 5 : 1 2 3 5 7 9 �9zzs4-1 ra 7 7 : 1 2 3 4 5 6 ��p c and 1995 SBC High Wind Edition Wood Frame Construction 9 1 2 3 3 4 5 'OF 1. Dimensions shall take precedent over scale drawings(do not scale drawings). Fasteners and Connectors for Wood Frame Construction 0FF3SIONP 1 2 : 1 2 3 3 3 4 �- 1 2.All interior walls to be covered with X"gypsum board with metal corner reinforcing. 1)11/D Tape,float,and sand(3 coats). 1.A continuous load path between footings,foundations walls,floors,studs and roof ^ ` framing shall be provided. TABLE 3 -4 1 V./ Tr 3.Walls common to garage andhcusetohavealayerof5/8",fire rated gypsum board 1995 SRC HIGH WIND EDITION WOOD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA W 2.Approved connectors,anchors and other fastening devices not included in the FRAME CONSTRUCTION MANUAL F at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber Standard Building Code,Table 2306.1 shall be installed in accordance with RAFTER 8 P A C IN G 1 s•' O/C WEATHERING SEVERE Z requires 2layers of 5/8",fire rated gypsum board, manufacturers recommendations. 920 mph FASTEST WIN DSPE ED FROST LINE DEPTH 3' O" W TERMITE MODERATE TO HEAVY 0 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water 3. Metal plates,connectors,screws, bolts,and nails exposed directly to the weather or R 0 0 F R 0 0 F NUMBER DECAY SLIGHT TO MODERATE 0 Z resistant gypsum board,or wall tile set on wonderboard or equal. subject to salt corrosion in costal areas,shall be stainless steel or hot dipped P IT C H S P A N (ft) OF NAIL S6 galvanized. 4:12 12 3 WINTER DESIGN TEMP. 11 O 76 4 ICE SHIELD UNDER- \ AS PER MANUFACTURER'S 0 DESIGN LOAD CALCULATIONS 4.Wherewndowsanddoorsintenuptwoodstructuralpanelsheathingandsiding, - - 20 5 LAYMENT REQUIRED SPECIFICATIONS / STATE CODE J l'Nframing anchors or connectors shall be provided at the top and bottom of cripple 2 4 6 11 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) studs,header studs,and at least one stud at each side of opening. 28 _ _ 7 FLOOD HAZARDS 1r1i 1A(n„��- `J; Z EXTERIOR BALCONIES 60 32 8 /(\ �"1 Q DECKS 40 5.Ridge straps shall be attached to each pair of opposing rafters except where collar 3 6 - JJJ W ATTICS WITHOUT STORAGE 30 ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 5.12 12 3 of rafters. 16 4 SOUT OLD BULLING DEPARTIVBTT CRITERIA //11 � _ ATTICS WITH STORAGE 40 �L/ ROOMS (OTHER THAN SLEEPING ROOMS) 40 6. Uplift connectors shall be provided at each ratter bearing. 2 0 4 1 OCCUPANCY pASSIFICAl10N R-3 RESIDENTIAL-SECTION 310 BULLING CODE N.Y.S. /� SLEEPING ROOMS 30 28 s USE WVEWNGU NIT-SECTION 310-310.2 (•• I 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior 2 FLIGHT TOTAL 24'-0" CRITERIA FOR CALCULATION OF DEAD LOAD °Of°ers 36 7 7 FIRE AREA(sf) I ACTUAL W EIGHTS OF MATERIALS REFERENCED TO A.I.A. 8.5111 Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 6:12 12 3 3'TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts havingamin.bolt diameter of 5/8"and 3"z3"x1/8"washers. A 16 3 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITIONWFCM SNOW I minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 2 o 4 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS GROUND SNOW LOAD 45 lbs. each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ - 2 8 6 6 DESIGN LOAD CALCULATIONS SEE PG 6 8 7 masonry foundations. Anchor bolts shall be located within 12 Inches of corners and at 3 2 6 7 WINDOW AND DOOR SCFEDI I F SEE PG 9 N spacing not exceeding 4 feet on center. g 6 7 8 LOAD PATH SEE PG 6&7 tv SETS DESIGN CATEGORY B C 7.12-12:12 12 2 9 WUUNGSCI-EDULE SEE PG , 0 N 1 6 3 10 EGRESS SEE PG 9 THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 20 4 11 PLUMBING RISER DWGRAM N/A o d W IND SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 24 4 12 FIRE PROTECTION N/A Z WIND SPEED 120 mph 28 5 GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 13 TRUSS DESIGN gi4WINGS N/A w z EXPOSURE CATEGORY B 32 6 GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. W 1 36 6 14 ENERGY CALCULATIONS SEE ATTACHED y -J WINDOW AND DOOR SCHEDULE 'Ie on 9i '1, 1 VVIL +p II Id uh 414 "ry . l nit o- " Yr1Fly >7 SYMBOL , MODEL NO. WINDOW TYPE CLEARr GLASS , EFFEOTIVE PRESSlYRE iiiii'D DESIGN ' DESIGN' PR�SSURE i w OPENING '� AREA 'WIND AREA ZONE PRESSURE . RATING Q a A T3046* DOUBLE HUNG 5.7 10.31 20 5 24.7 -32.4 DP30 ° o Q z W B TW3046* DOUBLE HUNG 5.7 10.31 20 4 24.7 -26.9 DP30 w9 N C TW2846* DOUBLE HUNG 5.03 8.98 10 4 25.9 -28.1 DP30 IL 7 0 1, D TW2846* DOUBLE HUNG 5.03 8.98 10 5 25.9 -34.7 DP30 0 - - - z E TW2832* DOUBLE HUNG 3.37 5.98 10 4 25.9 -28.1 DP30w 3 w F T 2032* DOUBLE HUNG 2.47 4.21 10 4 25.9 -28.1 DP30 CZ u a >-I� W G PS61611R GLIDING PATIO DOOR 15.56 32.4 50 4 23.2 -25.4 DP35 " `" " °'I H TW3042* DOUBLE HUNG 5.23 9.45 10 4 25.9 -28.1 DP30 p J TW2446* DOUBLE HUNG 4.36 7.65 10 4 25.9 -28.1 DP30 Q K T2046* DOUBLE HUNG 3.68 6.31 10 4 25.9 -28.1 DP30 w W Ci z W ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL OIJ U Q W IN TE: * MUST HAVE DP UPGRADE KIT. I Z j Q DES D'A-S P L-Y clisOTURE E (MEETS NY STATE EGRESS REQUIREMENTS z IL i FOR HABITABLE SPACE. I , w - CUSTOM GRILLES - SEE ELEVATIONS U CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B ;COEFFICIENT 1 .0 WITH 120 mph BASIC WIND SPEED. AS PER I !TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. i I co rt in I 0 ALL NARROLINE WINDOWS MUST USE: w v Y N- 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" w m m IHEIGHTAND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) c m a z in 0 re oco Z -1%i- Z• .;m o 1-1 W � F E•-r6 Z W U 0 O Z E O O �A„.` .��-- ~~9� W 2 1- rFr,, ', p 1 i 0]2[W 1 / AoFESSI� I ) hbu CNA LL H O N O Z F w Z W Q 2 J CO 0_ RIDGE 7INot RAFTER N i � Z ri O LI 0 USP RS250 AT 21" `� ��\ K U -T, OI W v 0 O C7 - -- cA: RAFTER/RIDGE/RAFTERwTHcr �� CCwz / RAFTERERktil KING STUDS A N q w • 4/ CI STUD110. I 'ILII Q RIDGE i RAFTER -O "dd3 � '� \\`\ ' USP RT160R(2)RT7— i� `� tfl W 0 Z RAFTER ` r i�� TOP PLATE TOP PLATE O / / HEADER - I I ` j O Q si USP RS250 AT 21 ` � '' ��\ , 1 �/ USPRT3 �` X Q 0 u r/ USP RT20 �� �p, I USP RS250 AT 18" 1141„,_ USP I = USP LS OR TMU I n/�, W WALL STUD -Q WALL STUD �I USP RS250 AT 12" K ZZF CONNECTION USP PRODUCT NUMBER Z 4 - I- JACK STUDS --- A RAFTER/RIDGE/RAFTER WRH CT` RS250 27" Z RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179 B RAFTER/PLATE/STUD R120 0 4 RAFTER/PLATE RT16 01(2)RT7 -) 0 PLATE/STUD RS250 16' Al RAFTER/RIDGE/RAFTER wio cr B RAFTER/PLATE/STUD BRAFTER/PLATE PLATE/STUD / C HEADER/STUD RT3 C HEAD ER/STUD H_ EADER/JACK HEADER/JACK SND RS250 12" ,- \-, \ \.. / D FLOOR TO FLOOR KLFTA or RS250 36" 0 �- E STUD/PLATE/SILL RS250 36" Et LO STUD/PLATE RS250 16" 0 o NI- PLATE/SILL MP6F Z n F ANCHOR BOLTS STB16 W 4 11 G POST ANCHOR FOR DECKS PAU SERIES CC co M POST ANCHOR FOR COVERED PORCHES CBE SERIES 0 '- "1Th OR 2Y4-16"0/C COLLAR RES MIN. O• Z p R' O Z N- �� c c7, POST co USP CBE — -- X7-9 P.C.FOOTING—�. 2ND. FLOOR WALL STUD— 2ND.FLOOR WALL STUD ,..- 1 1ST.FLOOR WALL STUD - 1ST.FLOOR WALL STUD 4-1 CU,, CL/ 2ND.FLOOR PLATE + 2ND.FLOOR PLATE �4 I- SUBFLOOR \\�� III `I SUBFLOOR I � /� _ , Ill r G - POST ANCHOR FOR COVERED PORCHES_ Z 1 1ST.FLOOR PLATE 1ST.FLOOR PLATE i 1\ 1/ e- w RIM BOARD I\ RIM BOARD O , SUBFLOOR SUBFLOOR1 / ✓t'-1 USPKLFTAI� �� USP RS250 AT 36" � %Ct. �� � I �� y Z \ � USP R5250 AT 36" USP RS250 AT 16" - ,\ \ I %I..' / FDF UF4y `<\1ST.FLOOR TOP PLATES '_�y 1 . RIM BOARD ;:\ RIM BOARD / �� �?� r' ti9\p I1ST.FLOOR TOP PLATES1� L �,�� r, ,f O ppp DOUBLE SILL PLATE v ,,� q, O7� �� DOUBLE SILL PLATE"��� � POST * ✓n;�r �I` DOUBLEUSP S9` a`i LL19T FLOOR WALL STUD ��' -� ,f Z 1ST FLOOR WALL STUD FOUNDATION WALL -� \v FOUNDATION WALLglill'HNs'i �/ '�^'+o7.,�r-' v`� 11 I USP PAU 400 le�'0\ oaa,ca-i .� ,-= W P.C.FOOTING �� y0fE551 0 _0 ) /2 A (7-D -\\ FLOOR TO FLOOR DFLOOR TO FLOOR STUD/PLATE/SILL © STUD/PLATE PLATE/SILL G POST ANCHORS FOR DECKS \�� --- N_ LI_ tit- 0 o N N p Z I- W Z W Q I J 0 0-