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30396-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y- CERTIFICATE OF OCCUPANCY No: Z-30442 Date: 09/17/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 5450 BERGEN AVE MATTITUCK (HOUSE NO_) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 7 Lot 4.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 14, 2004 pursuant to which Building Permit No. 30396-Z dated JUNE 14, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAP. GARAGE & COVERED FRONT ENTRY WAY AS APPLIED FOR & AS PER CERTIFICATIONS OF ROBERT JAMES HIGGINS ARCHITECT. The certificate is issued to SHORELINE DEVELOPMENT CORPORATION (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0142 09/16/04 ELECTRICAL CERTIFICATE NO. 4301 08/27/04 PLUMBERS CERTIFICATION DATED 09/16/04 WILLIAM SCHWARB Au �ize Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT MO. 30396 Z Date JUNE 14 , 2004 Permission is hereby granted to : JOAN R & MARTIN ZOLDESSY 9 NORTH LANE i CHAPPAQUA,NY 10514 I for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT ENTRY AS APPLIED FOR at premises located at 5450 BERGEN AVE MATTITUCK County Tax Map No. 473889 Section 113 Block 0007 Lot No. 004 . 002 pursuant to application dated JUNE 14 , 2004 and approved by the Building Inspector to expire on DECEMBER 14 , 2005 . Fee $ 940 . 20 f lJ Authorized Signature ORIGINAL Rev. 5/8/02 Robert James Higgins.Architect 50 Hidden Acres Path U 9 2M4 , Wading River, NY 11792 631-208-3351 July 9, 2004 Town of,Southold Building department Attention, Pat RE: Schembri Homes Riverhead NY Bergan Avenue Colonial Residence Permit# 30396 On July 9, 2004, Robert Higgins Architect inspected the framing and the Plumbing for the above referenced house, and hereby states that to the best of his knowledge, belief and professional judgment the framing and plumbing meet the New York State building Code amended March 200'3. P �T J. Sincerely; ' o Robert Higgins, AIA Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT n IlJ s^^^+ r TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC,t' EM. This application must be filled in by typewriter or ink and submitted to the Building `Ftlylµa;•:in A. For new building or new use: 1- Final survey of property with accurate location of all buildings, property lines, streets, and unusual narutal 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. i 4. Sworn statement from plumber certifying.that the solder used in system contains less than_'1-1 of 1°.'o lead. 5. Comrhercialbuilding, industrial building, multiple residences and similar buildings and installations, a certificate of Code Comprianee from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. t 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, buitdimg and .ntusual natural cr topographic features. -. A properly completed application and conecnt to iiiapect signed h tate npplic ut. If a Ccn ll uie ol.GCay;:.u_; is denied, thz Dtrildiug.lnspcctor shall sLite !hc ic-lscns therefor in as ruing to the applicant C. Fees. I. Certificate ofOccupanc_: - Ne,„ dwellutq S'_S Cit!. Additions to du elling x25.00. Aktr.rtioti to d:+ellmg S'25.f"J. Sa'iuuraing pool S25.00, :aCceisor: Luilditi_' $Ly.Oii, Addnioit; to accessor% )Liddiu_ }'•__.Ou, B_i;utzises =i ; -. Certificate of Occupnncq on Pre-cxisuu(, Building - 1.ItX) 00 Cop,,'of Certificate o q. Upclaied Ccrtiticaic of ()Ccup:inc Temportr, CcruGCaterl O�Cup.ut�; - Rc=.i,lrnu.�! �,15.t�0 r „nrnicrial *•IS �-�i' / DateNew Constriction: X Old or Plc!-existing BL11Wir1: (check (,..ne) 1 Location of Property: 5q50 %i' eel l y0ue- )CI- ,{ A J�1 House No. Street Hamlct Oxtnet or Owners of Property: C1 — i Suffolk County Tax Map No 1000, Section l( Block Lot e SubdiNision Filedblap. (� - I- Let: �j 7 '� J 'l C -) -C7 Permit No, c�,� { ! � Date ofPzrntit. pplicant: Qom. Q i Health Dept- Approval: Underwriter Approvai: Planning Board Approval: �/ Request for: Temporar; Certificate Final Certificate /� check one) Fee Submitted: $ O El Applicant Signature co Gyp 0 y Town Hall, 53095 blain Road G Fax(631) 765-1823 P.O. Box 1179 Telephone(631) 765-1502 -Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:Building Permit PermiitQt No. a 99 7<�5— r Owner: (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ers Signature) Swom to before me this da- of }rte , 20 R DONNA FIREN7E NOTARY PURLICST,1TEOFNY NO.S1ONEXPjRFSTYUFSUF)�.� ^. _ CCNINIINNION95.00UNTYOFS fK V Notary Public, � 71 kctunty F$ d 6 4 t i} Nassau Suffolk Electrical Inspections, Inc- 5A Canal Street ►Center Moriches.Nni York 11934 ► 1'el:631-878-3600 • Fax: 631-878-3764 Application: 4301 Date:8-27-05 Issued to: Schembri Homes Address; Bergen Ave VillageMattitttck Introduced By:DeLane Electric License 4:=4354-E was examined and approved up to the above date and vas in compliance with the NEC Attic l] 1stFloor❑X Residential l] Pod Dat Garage Basenent❑x 2nd floor 0 Commeraal Hot Tub Addition Switches Receptacles Fixtures G.F.I Microwave Whirlpool 24 41 1-2 4 1 S Fans Dishwasher Washer/Amps Drye r/A rnps Oven Carbon } Range/Amps Monoxide 1 1 1 1 1 Furnace Oil Gas Heat Zones Smoke Bell Detectors Transformers 1 yes 2 6 Rough Insp: Meter Amps Phase Motors 7-20-04 Final Insp: 8-27-04 1 0OA-UG 1 Other Equipment: Out,Res This certificatejAst not be altered in any manner ,` zz C h_ I .I a � 102M -F = Rc �ert James Higgins Architect Hidden Acres Path Wading River, NY 11792 631-208=3351 September 9, 2004 Town of Southold Building department Attention, Fat RE: Schembri Homes Riverhead NY Bergan Avenue Colonial Residence Permit # 30396 The 2x4 collar ties at 32" on center installed in the field instead of the 2x4 collar ties at 16" on center as specified on plans meet the New York State building Code of 2003. sus" Sincerely; = Robert Higgins, Robert-James Higgins Architect 50 Hidden Acres Path Wading River; NY 11792 -631-208-3351 July 13; l ' p 2004 Town Op O NO81 Building department - ID : Schen bl i-Homes - - Riverhead NY Bergan Avenue Colonial Residence Permit # 30396 The insulation has been installed as per plans and the New York State Building Code and hereby- approved. A- 1. -_ --Sincerely- Robert Higgins, AIA e I L ? FI Robert James Higgins Architect 4 r 50 Hidden acres Path i J1. 13 2004 Wading River, NY 11792- -631-208-3351 1792-1631-208-3351 ;- July 9, 2004 To" of Southold Building dgpartment Attention, Pat RE: Schembri Homes Riverhead NY Bergan Avenue Colonial Residence Permit '1' 30396 On July 9, 2004, Robert Higgins Architect inspected the framing and the Plumbing for the above referenced house, and hereby states that to the best of his knowledge, belief and professional judgment the framing and plumbing meet the Nevv York State building Code amended March 2003. SincereIYJ Robert Higgins, AIA + Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 June 17, 2004 Town of Southold Building department Attention; Pat RE: Schembri Homes Riverhead NY B.ergan Avenue Colonial Residence Addendum to Plans submitted for above project. Please note the following revision to the plans: On cover sheet SCH-1' the reference to 110 miles per hour wind speed should read 120 miles per hour. The details on sheet SCH-1 reflect the design for 120 miles per hour wind speed. Thank you; Sincerely; Robert Higgins, Al Q � Permit Number RESclwk Compliance Certificate CheckedBy/Date New York State Energy Conservation Construction Code REScheckSoftware Version 35 Release le Data filename:UmitledrckR— PROJECT TITLE:The Americana a ^-- '`. 1 � j p ( S iv �li # t. COUNTY: Suffolk 9 �j STATE:New York 's- - HDD- 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family_ HEATING TYPE:Non-Electric DATE: 03/31/04 DATE OF PLANS:4-2-04 PROJECT DESCRIPTION: Bergan Ave,Mattituck COMPLIANCE:Passes Maximum UA—350 Your Home UA=346 L 16%Better Than Code(UA) Gnus Glazing Area.or Carta• Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 900 30.0 0.0 32 Ceiling 2: Cathedral Ceiling(no attic) 120 30.0 0.0 4 Wall 1:Wood Frame, 16"ox. 2100 111.0 0-0 140 Window l:Wood Frame:DoubiePane with LuwtE 300 0.350 105 Door 1: Solid 21 0.400 8 Door 2:Glass 66 0350 23 Floor L All-Wood Joisv fruss:Over Unconditioned_Space 997 30.0 0.0 33 Floor 2:All-Wood Joist/Tmss:Oc-er Outside Air 20 30.0 0.0 1 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application- The proposed systems bay designed to meet the Next York State Energy Conservation Construction Code requirrmrFrtc- When a Registc+cd D. t -pn 'r-ramped and signed this page,they are attesting that to the best of his/her knowledge,belief and mof c:c.- specifications ,.specifications are in compliance with this Code + Builder/Desi�ter Date 3 • :1 _ RESclleek Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftwaae Version 3.5 Release le DATE: 03/31104 PROJECT TITLE:The Americana Bldg. I Dept. Use I I Ceilings: [ ] I L Ceiling t:Flat Ceding or Scissor Truss,R-30.0 cavityinsulation comments. [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-300 cavity insulation Comments I I Above-Grade Walls: [ ] I 1_ Wall 1:Wood Frame, 16"a-c_,R-13.0 cavity insulation I comments: Windows: [ ] J L Window 1: Wood Frame:Double Pane with Low-E,U-factor:0350 For windows without labeled U factors,describe features: Panes_Frame T pe Thermal Break? [ ]Yes[ ]Iia I Comments. I Doors: [ ] L Door 1: Solid U-factor.0 400 Comments: [ ] 2. Door 2-Glass U-factnc 0350 Comments: Floors: [ ] I L Floor 1: All-Wood Joistrl'russ:Over Unconditioned Space,R-30-0 cavity insulation Comments: [ 1 2_ Floor 2:All-Wood Juist'Truss:Over Oufside Air,R-30.0 cavity insulation Comments: I Air Leakage: _[ ] I Joints penetrations,and all other such openings in the building envelope that are sources of air Ieakage must be sealed. [ l I Recessed lights most be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials_if mm--IC rated,the fixture must be installed with a 3"clearance from insulation. ' I Vapor Retarder [ l Required on the warm-in-wiener side of all non vented named ceilings,walls,and floors_ I Materials Idena ficatiou [ ] Materials and equipment must be installed in accordance Kith the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided [ ] Insulation R-dames and glazing U-factors roust be clearly marked on the building plans or specifications. I Duct Insulation: [ I I Supply ducts in uneonditioned attics or outside the building must be insulated to R-8. [ 1 Return duets in unconditioned allies or outside the building must be insulated to R-4. L I I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basemems)must be insulated to R-2. Insulation is not required on return ducts in basements. I { Duct Construction: L 1 All Joints,scams,and connections must be securely fastened with welds, gaskets,mastics (adh®z=es),mastrc-plus-embedded-fabric,or tapes. Duct tape is not permitted Exception,-Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa)- [ ] I Duds shall be supported.every 10 feet or in accordance with the manufacturer's instructions. L I I Cooling duds with exterior insulation moist be covered with a vapor retarder. L I I Air filters are required in the return air system_ [ 1 ! The HVAC system must provide a means for balancing air and water systems_ I Temperature Controls: [ ] I Each dwmiling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the Iargest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ I I Fireplaces must be installed with tight fitting noncombustible fireplace doors- [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction ! provisions of the Buikling Code of,\retr Fork Std,the Resalentral Cade ofNety Fork Stare or the Weir York On,Buihd ng Code, as applicable. I Service Water Heating. [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral hear trap or is part of a-ia-.mating system_ L 1 I Insulate circulating hot coater pipes to the levels in Table L Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: L 1 I All heated swimming pools must have an onfoffheater switch and require a cover unless over 20% J of the heating energy is from non-depletable sources. Pool pumps require a time clock { Heating and Cooling Piping Insulation -[ ] I HVAC piping conveying fluids above 105 T or chilled fluids below 55 aF must be insulated to the levels in Table 2 i I I Table f: Afmimum Lnsulation Thickness for Circulating Kot Water Pipes Insulation Thickness in Inches by Pipe Sizes Healed Water Non-Circulating Runoats Circulating Mains and Runouls Temperature(F) Up to 1" Up to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 15 100-130 05 05 05 1.0 Table 2: Minimmu l uulatwu Thicknessfor HVAC Pipes. Fluid Temp. Insulation Thickness in inches by Pipe Sizes Piping System T-V PM Range(F) 2"Runouts i"and Less 1.25"to 2" 2.5'to 4" Heating Systems Low Pressurefremperatare 201-250 1.0 IS 1S 2.0 Low Temperature, 120-200 05 10 1.0 1.5 Steam Condensate(for feed water) Any 1.0 10 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 05 05 0.75 1.0 and Brine Below 40 10 1.0 15 1.5 NOTES TO FIELD (Building Department Use Only) �y WN QF -OVOMD PROPERTY. RECORD CARD__ ,,y',�} a� - �a.VRryYt;.`..l '.; 4 OWNER STREET- `5 L����' VILLAGE DIST, SUB. LOT FORMER OWNER - -, - - N 1 E ACR. 7—o IG( 2,555 S W TYPE OF BUILDING RES. SEAS. VL, FARM COMM, CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS SO4) �.� d-'-I�",.7r.''";� rc^9': ,�."<"" r :IS �') d"'8• '• Ed e :.1 -1 +' `a P: +..> a. as q7 b a.a .% C1t mfP t1 1 i 1 Py.p ( 1, .) r p-ra 5k <T fa- a7 0 .- -'\4,I a Id q'60- 0 SS Id eq s s A �) u Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH m House Plot BULKHEAD Total Applicant . m Date Owners Name: ,P� '� ICIOhRd� Reviewed: 6 f� Architect /� Date -__ Engineer. �v' Submit(ed -1-1713 SCTM N: / A District i 000 Section: Block "t- 1)I-CIJ CC t t-1)I-aject _ �f Subdrv�n Location _/ /fit-fvc Name: Sing & separate Required certification: (Yes INo) fl C 7.mring District � [Lol sizedual (Lot coverage I'rnlxise�i� � Rcy. r Rcq. LJ l tel, Rey. rT3,f t— 1 �TTJJ J [[$oN Yard LPraposfd: /� r[Side Ya 9 Preposed.��J [RearYard rrolwsed-��I Project Descriptis^+_Tr Z F nrt �f AGENCI'ti$ERMITS Permit . REQUIRED FOR REVIEW N.A.. NO YES Number Suffolk County Health Dept. l New York State D. E. C. Town Trustees Town Zoning Board approval: G i Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: ���� L'S � Notes.: f LC�t�Cti.. NEW YORK STATE CODE COMPLIANCE CHECKLIST CLMIATIC/GEOGRAPHIC DESIGN CRITtRIA: Ground Snow Load: 45_ -- Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" /Termite:111-H-� Decay: S-TA / Design Temp: 11___, �,-Yce Shield Underlay Flood Hazards: USEiOCCUP ANCY CLASSIFICATION: HEIGHT'FfRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/SCRrM FULL.FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N / GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS:YIN LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS: Y'Nl LIFE: YIN DEAD: Y7N SNOWY: Y/N SEISMIC: YIN WIND: Y/N WTNDONV AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.P.: Y/N----' LIGHT 8%: Y/N VENT 4°b: Y/N / NAILING:'CONSTRUCTION SCHEDULE: Y,N MEANS OF EGRESS: Y.N PLUMBING RISER DIAGR Al: YN LOCATION OF FIRE PROTECTION EQUIPMENT: YFi' TRUSS DESIGN: YN .�- J/ �y CERTIFICATION: YN �' f ENERGY CALLS: YNR TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/19/03 Receipt#: 9559 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 09559 Total Paid: $10.00 Name: Schembri, Homes Inc 102 Sandpiper Dr. Riverhead, NY 11901 Clerk ID: BONNIED Intemal ID:84209 12!16,2993 15 as 5318211192 PROKOP PROKOF PAGE 91 P D T LD .r 1s c. y Southold, N.Y 11971 HENRY E. RAYNOE.Jr., Chairman TELEPHONE 7G5-1988 JAM89 WALL SENNSTT ORLOWSKI.Jr. GEORGE RITCHIE LATHAM. Jr. William F. Mullen, Jr. November 10, 1981 Mr, Gecsge Fisher Sr. Building Inspector Southold Town Hall Southold, New York 11971 Dear Mr. Fisher: At a regular meeting of the Southold Town Planning Board, Monday November 9, 1961 the following action was taken: RESOLVED that the subdivision entitled "William and Ann 2oldessy" , located at Mattituck, be processed as a "set-off" 106-13 . Yours very truly, HENRY E. RAYNOR, JR. , CHAIRMAN SOUTHOLD TOWN PLANN=NG BOARD By Susan E. Long, Secretary cc: Boa:-d of Appeals✓ y c�ti 4 Ld�o sr yu Z�d7.S ze/ip ,�r -�, xtz V._;. .. . . 12/66/2673 1.' 69 63182111 yt; FEOK.OP PROKOP A TOWN Or 80rT>:MD, 19ZW TORS DATE ACTION OF T11R ZONWQ BOARD Or APPEALS Appeal No. 2872 by application Dated August 17 , 1981 ACTION OF TIM ZONING BOAM Or APPEALS OF THE TOWN OF SOIJTHOLD To Mr. and Mra. William Zoldesay Appellant 1560 Pelham Parkway Bronx, NY 10461 ac a meeting of tie Zoning Eoerd of Appeals oa September 3 , 1981 tha appeal wee.considered and the action indicated below was taken on your ( ) Request for vaxlence due to lack of aecan to preparty ( ) Request for a special exception under the Zoning Ordtnance (X) Re¢uest'to-. a variance to the Zoning Ordinance Art, III, Sec. 100-31 ]. 524WX1i)5797YS."ZClCIl0.�JCXIS3�4>tiSe�'f �ii��3 �r�Ft��f��' a��tion � ) be granted ( ) be dealed pursuant to Article ....._............ Section Subsection paragraph .........I...I....., of the Zoning Ordinaaee and the decision of the Building Inspector ( ) be reversed ( 1 bp c-YIN ndadur ix Public Hearing 9/3/81 : Application of William and Ann Zoldeim, 1560 Pelham Parkway, Bronx, NY 10461, fora Variance to the 'Zoning Ordinance, Art. III, Sec. 100=31 for approval of insufficient area and Width of two proposed parcels, located at the BOUth side Of Bergen Avenue, Mattituck; bounded north by Bergen Avehue ,' west by Vallely, south by Lindsay, east by Russell; county Tax Maps Item NO. 1000-113-7-4. 1. (SEE REVERSE SIDE) 2. VARIANCE. Jay resolution of the Hoard it was determined that (a) .Strict application of the Ordinance (would) (would not) produce practical difficulties Or unnecessary batdshlp because (SEE REVERSE SIDE) (h) The hardsbip created (is) (is not) unique and (would) (would not) be shared b all y proparkiee alikC In the immediate vlcinity of this property and lD the same nae district because (SZE REVERSE SIDE.) (c) The varianet (does) (does not) observe the apirit of the ordinance and (would) [wov:d nor; ;hange the Q[13mcter of the district 13MALee (SEE REVER6E SIDE) — 11 a ., - • .. . . . ^^ _2;FE; ✓93 12 J5 6K 32111SC %RORLP PRi9Cop rwac s The Board made the following findings and deterninaLioa: Appellants by this appeal seek a variance to the zoning ordi- nance, Article 111 , Section 100-31 and Bulk Schs6u--e £cr permis- sion to re-separate parcels and originally purchased. The subject Parcels as shown as two parcels on the County TaX Map (Lots 4 and 2 .2) , are assessed separately in the Tax Office, and conform with the neighborhood as to character, size and shape, having 100 foot frontage along Bergen Avenue and an area of approximately 20 ,000 squara feet. The County Health Department in their correspondence to this Board dated September 23 , 1981 state that they would process these as two separate tax parcels and there appears to be a sifiicient quantity of water, although the area has e history of nitrate contamination . it is the opinion of this Board that appellants will suffer significant economic injury by the appil-. cation of our zoning ordnance pertaining to area and width. Zn considering this appeal, the Board determines that the variance request is not substantial ; that the circums�anoes harein are unique and the practical difficulties have been shown; that by allowing the variance no substantial detriment to adjoining proper- Lies would be created; that the .difficulty cannot be obviated by a method, feasible to appellants , other than a variance; that no adverse effects will be produced on available governmgntal facili- ties ci: any increased population; that the relief requested will be in harmony with and promote the general purposes of the zoning code; and that the interests of justice will be eerved by allowing the variance. On motion by rx, Grigonis, seconded by bIr. Sawicki, it was RESOLVED, that William and Arn Zoldessy be granted a variance tc the zoning ordinance as applied for 3.n Appeal No. 2872 , SUB-EC'T TO THE FOLLOw12SG: That applicants obtain approval from the Southold ?own Planning Board concerning this proposed subdivision. Location of Property: South Side of Bergen Avenue, mlittituck; Countv Tax Map Parcels No. 1000-113-7-4 and 2. 2. !Tote of the Bcard : Ayas : Messrs . Doven, Douglass , Goehrir.ger, Sawicki and Grigonis . This resolution was unanimously adopted. APPROW a2 l�airman board AP5e 2ECEIVED A.ND FILED BY TFL; SOUTITCLD TOWN CLFRK DATE ! i!w f 5' HOUR t 0:00A-in n �,...�. ��� a oxo c���, �o�� � �oia J l .. .. .. .....yr.:.' t, � ... .. .... �...... '..--._�.f:.. _.... . `rtiaa.:`T;v+v.t. .. x. � .. ;..9r�.:r' . .....anA'�`:.oea`tt:�.-r-.. _ . 1, �I tea.., ., r 765-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION j [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE,SAFETY INSPECTION REMARKS. i r DATINSPECTOR 765-1802 BUILDING DEPT. PECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: x I LIA- c 4- DATE INSPECTOR i 765.1802 BUILDING DEPT. [ r INSPPCTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. I [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I ` REMARKS: i DATE INSPECTOR �t i 765.1802 BUILDING DEPT. INSPECTION FO"DATION IST [ ] ROUGH PLBG. / F . U.N1�Ag1ON 2ND [ ] INSULATION FRAMING [ ] FINAL r ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � � � r INSPECTOR J 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING [ ] FINAL [ } FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i REMARKS: r rt ie k4 yc �� t DATE INSPECTOR ` `� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] JNS�ULATION [ ] FRAMING [ /I FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Ju 5 l.s S DATE r ` ° INSPECTOR � 1a� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) u l i � 1 Z r FOUNDATION(?ND) ` R e - 312 pf U. to a ROUGH FRAMING& m PLUMBING c4 (/ 3 r rn INSULATION PER N.Y- STATE ENERGY CODE FINAL c –& Ig E — S!L "M rt6i31 ti,� �1�J.,✓A� _ N° ADDITION_AI. COMMENTS �7 9- o U z it 0 U- 0 A �] U- �1✓ 0+ N X O 2 0 00 TOWN;Of SOUTHOLD BUILDING PERMIT APPLICAT'ION CHECKLIST BUILDING DEPARTMENT Do.you ha-v-eorneedthe followi ,before applying? TOWN HALL Board ofHealth SOUTHOL'D,NY 11971 3 sets of Building Plan+ TEL. (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ccntxv. northfork net/Southold/ PERMIT NO. y ci 757—• Check 955$ Septic Form N.Y.S.D.E.C., Tiustees Examined /J-//7 ,20 03 Contact: Approved % ;'20 63 Mall to: Disapproved a'c Phone:_ Expiration ,20 J� -' i 71 Building Inspector DEC 710 i ( APPLICATION FOR BUILDING PERNIIT t 6`Or, 'DEPT. � Date 20 z iG'v'di Qr SC�JTHGL® ' INSTRUCTIONS t a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or ar-ms, 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, ordLaances,building code, housing code, and regulations, and to admit i` authorized inspectors on premises and in building for necessaryinspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of oivner of premises S )a—J�eI H (As on the tax roll or latest'deed) If applicant a co oration, signature of duly authorized officer (Name and title of co orate officer) Builders License No. Plumbers License No- Electricians License No. Other Trade's License No. L Location of land on whir proposed work will be done: GI� House Number Street Hamlet County Tax Map No. 1000 Section I �� Block 0-7 Lot 4 a a Subdivision Filed Map No. Lot (Name) 2. Statlelez ng usit'and occupancy'of premi intend use��ppd.oc upancy of proposed constrtichon. a Exrsfing use and occupancy 67007767 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building x Addition Alteration Repair. Removal Demolition. Other Work (Description) J '4. Estimated Cost C 1.10 000 Fee (To be paid on filing this application) i 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear — Depth Height — Number of Stories Dimensions of same structure with alterations or additions: Front - Depth Height — Number of Stories 8. Dimensions of entire new construction: Front—6 0 ' Rear C� C Depth 3a. `d Height 9-01.* Number of Stories ;;L. 9. Size of lot: Front f a Cz r Rear Depth a b o 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated . 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO X V O/] 14. Names of Owner of pr e I Address hone No.aQ� Name of Architect %=ddress ddress Phone No Name of Contractor Phone No- 15 o_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 NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) S: COLTN'I'I"OF being duly sworn, deposes and says that(s)he is the applicant (Name of individi signing contract) above named, (S)He is the t�Jy—j][/(��J (Contractor, Agent, Corporate Offlkerl 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 t ' day of 200--3_ Notary blit Signature of Applicant DONNAFIRENZE NOTARY PUBLIC STATE OF NY NO.47555R5.00UNTY0F5 X COMMISSIONEXPIRES MARCH o-1�� vpcPNs e v>i tT OF IM Y -,S`JTUA'(7arlF 'AT ' vncaN� w� TOWN OF `100,HUPe I i t T}1 %K .Cblbf4fY, ,N r V, 'Yofto C %0, rax Na 100093�%O.* I va G �ca�t- CPNT .... � �1 lv' sy of roar tt gtf3 ^ .Ut1r$�E g1 t)nFn SNUG - v• .-. _ a�em-� 7d" tr�o'sq. rr M t NeN ' _ 41 ` OGE OF q 1�,.•' r.'x�E. g90.Q I � .. UVU+HUDW 1'�t'1 �, _ - IfY -_- s. AY .r•..m--e-rs"' 8S�"'�".�.F�{.,�f�`�..5 .'Ur��" - M. Eo n6' $ a�L1CCQUs3A EP +. t k :EYfi?Saia'YJw710HU:`OR� as ` `kfN pm ,Vtd a6pboN Haase4 1.0" 94mils. 1 O / dI 64 ivy �y ' .4' ..?..T ' h.�' •.•PY o �' p he r Pl:yhl�:.:�hal CaYi:9VrOa- a. �ImM If4fl�NP s W,. A tb SAQQbIYP4M MQQ5615dGb-!q.11 81P•EVIA.tF pRFp, - � ! NEW �^ z. 'yam ,•� L1 ' y 30` I - - `428` � � !)a�,`T� „�.�` ���c re;ur i•1N.-a�,,\ .��,s..M . vurmEo 1�} 117�94F / 1 �a L/ Ia9d u;tb Ah�alwCal/rrb �1� _yrt Jrjr,nabsu . 1 1 •. IWE wr.pn Pev(� 5 s b bEbN at, "•i1pbN pel� �l I I r o �� E74:Pb9LC,� f�u���,• +� w.�' �`°��;It9...anti�C/f lS:6'ralffV/Aa:l, o� rm�n�:,x pxb w u EM' pu r nz 21 A:k'$'P 1101- vs, YET MOIf OWC 0Y,7dgJTCNf I r.A•G�SpI�,E$-0M',SfRTEMBER-25r 2 ' .'17 NEeriC"S'+,,,17`C _'L7, I"I �- 0. K , PC AP IN A 0 iH r � to E�N4E � A0 PLEASENOTE I k INCE h 0 �p 'y the iS PY It Is i loah,�.� h h i�P �� �er,,.h�iii to _ � 4..So Q .,. m. maintain adequate canitary distan6e � w between all �vatoe s�aiai�il� and s®wa s— fn��� 1 a disposal iicilitlos, n 410. NA. R' 6•Q .� er ,QI('V ,.y A'�,rA FT+�rv`+og &' - ' � 'Ir r a°Y •IH FF1 ATe - yjr'fog. 4 gu tRR A� Y J .Ea u r T7�p' �f Joseph `�J1�■y 115 EIY V ��E t]N�N E� y�. �.�T^ ve 'Or 0€ a9. to n M rel i rl. A/I G, - ' 2,7;r - Tflla 3gr bya 4nbtlM`ekM9 Sito fllOn9 -BanOt/uclMn' laOwU! i t .. ,fl1>`. " a� cl.,4rsll� ~• �t...."Y{G"„ i _�x ppp�qq{{,gqT• .�: . F9x (QT)7Z7- Txpp IS,7��FNt4 1 PIWHr-0E Y ' tAtlhT2'kl AT Ma0.1NH:ApOfl�sS Y'11Pi- L4.hi5 G TCC{}Ptl P.04 lb* 1951 . . -e.l]NN }.I NUrOVA J a..KrvBIh90y14,f✓@wfYBFN n f fly �ACA„T SURVEY .OF PROPERTY SITUATED AT MATTITUCK �A�ANx TOWN OF SOUTHO.LD y! SUFFOLK COUNTY, NEW YORK 5.C. TAX No. 1000-113-07-4.2 SCALE 1"=40' /f OCT09ER 3, 2003 .' •+ �. F yl DECEMBER 17, 2003 ADDED PROPOSED HOUSE / p0 Y,a DECEMBER 30, 2003 REVISED POOPOSED HOUSE LOCATION MEµI .. a DO :_..-WDKNEVId g0. 3 01N� °jE?�wr fQ w ^ r, AREA - 20,000.00 sq. ft. 0.489 aa. � op ovxusnbFn aur !T v y :.. SCHEMB91 HOMES A Inc. COMMONWEALTH LAND TITLE INSURANCE COMPANY s O '54ma FEE, a by O, y, • ATIDN$ ARE REFERENCED Y0 AN ASSUMED DATUM 'Ep b EXISTING ELEVATION$ARE SNDWN THU!h--"G y� vc z. MINIMUM SEPTIC TANK CAPACITIES A 1 TO 4 BEDROOM HOUSE I$ 1,000 GALLONS. O T a �° [�TA1d 1 ?ANN; B' LONG. 1-3'WIDE, B'-T DEEP .,,, ylpy X17. S. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 Aq n SIDF,WAU. AREA. .20 1 POOL, IG' BEEP, D' Ola, D %'A1� Q,O§�t�� PROP95FP EMPANSION POOL ler- PNOFbsEd LEACHING POOL PROPOSED siPnC TANK \`✓y'` � ' '4` '3 T/ t�-h F. THE LOOATION OF WEU.$ ANO CE$$POb18 SHOWN REASON ARE FROM FIFIJ) OBSERVATION$ ANb/tlR DATA OBTAINED FRGM.OTHERS. TEST FIOLE DATA •n • INA;. (TEST HOLE DUO BY MCDONALD CEOSCIEN F ON SEPTEMBER 25, 2003) NUNS 0 D CE DARN BROWN LOAM% La BROVM GILTY SWu sM r ' Ll PREP ARG H&p SK FkIK''E '�di"U € AN APISS4D n NS✓S IIf MBL. R A LAND 7G 9D.1 INCE ,A PNL ORom FlNE ^°• J A !Ah p To- FOU N 0.51• , TO COARSE SAND 5N COµC. i OUNb 4 L T(p + ! s T I F e F VPOA D151pR6�RyEY t-v <'' N.V:S. LIO NO a98QH I '1`,-�� 9 �A'1 INOR k'(�It & SEMA•00N 7400 41F�11 E NEW YOglf STATE f"T Q,�IPI �Il�T iY)/lV1 "• EDM CZp7 LAW, ` /� .. Ipr f 'l.l-Ir3v"n4lU t,OT'Q PA'RtrR L;ri0 �� Joseph ^!"1,. 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Saw 1831 RtYLRHEAQ ){pW '(41F,1I _ R�vwfhegtf,New Vprl, 119bi-GO95 ,.�-�.,,:,..: -,.:.---�.-d_.'.�:._...�_..._:�..�::.._._._._.».._.—�...._.._...-.._—�.�._ _.._•fir•"riF� %WIVIIIII-4 ' AT 1Tr1 I'7 i`I`�JC�{ 1_OWN OF S WTWQLD =�- 'SOFrbf.K -CbUNTY- NF YQRK S.C. -1'A5( No. .11505144113467"4 2 SCALE 1" 4O 200 •ENl-.�? wA ��`:: 'I" I q f0C`Tu0 '4'1:i,(�ROPU%�7 `:.LQNA'LIQN' -, VY, - �� 1 d t1 NI t 7 lu f t1 Ep PiTOP4f5rrp NQUSE 1 QR{�f. . 35000' . __ - n "Yaybry GS r7 fir. z �r. E t(IIUr X53 " Pt F05W' ��� I"rr/1 '•7(I'�• �tl d 17(iVEY eFlL;, 1Lq,1100.00NAs S It. 4 sr �NFlb WIP.FS_HP_ � I �E 1 g1 11: O J1i tl�NtIASE BANK iA0B .TI..%5 INSURANCE COMPANY pbym . " t ipI17Nh I�fYJ1 Jp 1o - fl lJt ° AME � SIO °L Y `;",Z,© -. �..R... nu..e. xnw.�.amruewewn,me,� �• man•n m No�gEa�`�op c¢ FfX 'l1,� "9 t ' Fr Mr,69lt�,pla�'lvi 7 1'x,1 zz0• v ?'±,5 - PFN� '.�1� SM,a�$'r�dw �a"�T h' 4riis.itee VirL`'I-"-'ptirl"� e rd"' m �]� k f6 tet, Lp Iv. fru m t" n 111 O q "117'^"Itl+n:t a tN.] '� R"b,t'ka°Fl" l �P IIYOM IP WA kVdr of g ,ti rW lllvtl4 1 a ,. G9 h,�'tp �Ft��,dW�lY1P1!$16.i1'Otl9'u'Y,�V�.!➢:�'�an 1pfw.104.lg Fu ..11a ntr:' I, . n „y jv.o, �i4i.1,J. l .e t3E.f�1Pil�l�Mg . ' u M a F Sp6s aP, �b a I�KJ93 �7�ed'a1P 1 a � a�4 is*+,r r r;-,C T.t ulxluuAl�p c. N 0 F°VN° DO, 1 O4 516 T n 7ff a •'1 1 �f/q. ..,- III F':• �)• N,Y cia. x.S. a. 498@ -.--� LO'f�r'J ppAREU j,1TL"'g' 8L sE YON 72°9 OF ME YOW 5TAic , - - A. �y . ON PR lt3'CEg' rnuwlwx'Nw: ®f`1r h A. Ingogno CdNES'OF 1916%RVEY N°F B NOA Su© V11NP p5A'sUF Ru 1pUNN Maa r 4suE.,'mtM AI NOOTTF�esA°wP mrb y � �MCE+SH LRT A' I1Sc�caK Of 643S gyeE pA vryw�°muncAmNs perycOr.wrypT HM��xL� IGJr � �F ° w56H°FFY 15 F144° NS F1�. IS ppFFMtA p QN S KKALt.. tN MA 111E11{N,[� M�PfSNIITU�q�x'EfiNN iM. ' IlYj4$rEV$Xs VYl6drviSIN)Iv - Site Plans Gblls(rvcPOO 1%p4! FITS. la M�d QF�1N��NEP�`It l4- nm4r.obr'v uAi1)72'X�201iii Fav t031)227-1727 1H6 XJ)S'FkNCCK OP 81°M U py/dYBE7C '(-b{ 1ED AT MNIINC. +APUlj35 ANUR fABEM¢Nr$ OF NE (j4rAAAit1 ANY, NOT s 4WN All N°T a u �' QNF A7'E1'IU8 —Z F,lo1r t9�d. HIEN, N'A�'` p1®W=ke tool 9herAgpd. Olaw Party 1fA01^9989 w _ zm- - - t - _ GENERAL CONSTRUCTION NOTES 20. Glared openings in wind-borne debris regions(area 22. Design Lod Information: ( Nailing Schedule for lateral and shear connection requirements in Exposure-B$C 1. All work shall conform to the 2002 Residential code of t0. No treeless shall be placed agahal ibe foumJatim walk ' Description Number of nail spacing within hurricane r g -�oular ml,d of P P 9 prone re ion within one uilk of the a. Ground snow led. 45 psI I'- ' -� <ileo only Common nails NEW YORK STATE,Lord BuBdieg,Zoning& The until prat floor tramlmtg k In place or brace foundation New Conservation Construction coastal man high water lin where basic wind sped s b. Ronna other than sleeping; LL-40 patand I �- 1- 110(mph) 120(mph) Coda ALL CODES ork Slate Energy 11 upereede drawings end shall 11 wbldpools.DDouble Joists ouble tame aropnd all openings In floor 110 dim r hour or greater or 120 ndlm per hour,shall -I'i ) 14200, ROOF FRAMINGder el D1r10psf ' Rafter to lop plate (toe-nailed) 4-8d 4-8d per raftermeet the requirements of the large micelle Int of ASTM c. Sleeping rooms: LL=30 patand DL=l0paf Ceiling joist to top plate (toe-nailed) 4-8d 4-8d per jots( be incorporated Into drawings whether they are and roof framing. ---- j' \ Ceiling joists to parallel rafter face-nailed 7-i8d 8-i6d each lap Indicated on the plum or not, E 19%and of ASTM E 1886 referenced therein. d. Roof: LL-30psf and DL-10 per = \ - g j p ( ) 12. Metal Basblng shag be provided were concrete abuts (8301.2.1.2) c. Roof with cathedral ceiling LL-30psf and Ceiling joists laps over partitions (face-nail) 7-16d 8-16d each lap 2. The refeream standard that win utilized In the design of wood,ed were decks abut home trend 1/4 1, Max. - 5< Collar tie to rafter face-nail 3-8d 4-Bal per lie °u a" miimumException: Wood structuralplungewith s DIP1Spaf denim, ma . . - ( ) p lee structure b the American Forest&Paper Association 1J. Jabts 4aogen required al all Owh structural load 7' - Blocking to rafter(toe-nail) 2-8d 2-8d each end ) minimum Thickness of 7/16 Inch and•naxlmum L Decide & exterior balconies: LL-60pefand 1/3 inlet.. 2"min.� r> �. Rim Board to rafter end nailed) 2-18d 2-16d each end (AF&PA wood fame construction manual for omamd bearing conditions. deplb, Max. ^I^/^ ( studs of8 teal shall be l be precut for opening I'- V y two Tamil dwellings 1993 high wised edition P P Pe H DI,=IOpd lap 1, Max. � Rafters to ridge, valley or hip (toe-nail) 4-t8tl 4-16d per rafter Y H B d Into 90- 14, All habitable roams shall be provided with aggregate Protection. Danek shall be precut a cover the Guardrails and handrails: LL=200 sf H• P depth, M° . 1/6 Inlet Rafters to ridge, valley or hip(face-mad 3-16tl 3-18d per retial 77 2). THIS MANUAL chap be Incorporated Into the glasimg of■ nddmum of H°h of the poor area of that gland openings with Attachment hardware h. Attic without storage: Ll�lg pefund DL- lOpsf depth,Max, drawings whether they are Indicated on the plan or not. room,The ndnimum Blamable arm(ventilation)shall be provided.Attachment shall be provided as I. Atlk with storage: L1.420psf zed DL=]Opal WALL FRAMING 3. Written dimension shell lake precedence over scale) rovWed at■ minimmn of 4% Top plate to top plate (face-nailed) 2-16d 2-16d per fool p follows; J. Figure 3.2o Solid .awn lolet end tailor notching and boring Ilmla dimensions. it Seismic design category C U) Top plates at intersections (face-nailed) 4-18d 4-18d joints-each side � IS. All door and window hmJere to be 2-2x10 odea mated Table 1609.1.4 k 3-second '^IIS v Stud to stud (face-nailed) 2-16d 2-16d 24" on center 4. The contractor prior to start of construction shell verity otherwise. Fattener Shal le for wood plywood sexual design gust wind speed of 120 mph. v./J Header to header(face-nailed) 16d 16d 16"o.c. along edges all dimensions,existing or new mad be responsible for 16. Vent dryer to exterior and bathrooms shall have Top and bottom plate to stud 2-16d 2-16d per stud Reid Rt. Fastener Panel spin Panel epu Panel span W A Bottom plate to floor joist, band joist 2-16d 2-16d per foot m Minimi ventilation where an window Is provided on Type less threat Was threat less than/ _ Built-up corner studs 10d 10d 24" on collier S. AN electrical and plumbing sba8 conform M all State; "pante switch. Equal to 4' equal to 6' equal to 81 ENERGY NOTESI- p°,=e Built-up girders and beams, 2-inch lumber layers 10d 10d local,county coda,and shall be Impeded and approved 17. Gmrdmib are required where the difference In graft is n=ren,.a/nn Imh°=nn° Nell each layer at 32"on center at top and billion by the governing agencies. General contractor shall be more than 30 aches and openings In guardrails to he 4e 21/2'86 woad 16" 12" 9" O 1, The Architect cerlipes that to the beet of his knowledge, Z a/a.. And stagger nails. Two nails at each end and at each splice responsible for all ImWktions, nuteriab,design,etc. (laches) maxlmum" Handralb are required on stain with Screws or IOd belief and p Architect cerloml Judgement,the of his n are in LII Ouse,1/3=I foot °n^„=..m \ - 6. All imam b shag bar m virgin, per s bed sop with a 2 or more risen.(8316.1) compliance to the MECcheck report for the New York Z J-i I �1n10 i°^'^°'°' FLOOR FRAMING mails J QL Joist to sill, lop plate or girder (Toe-nail) 4-8al 4-8al per joist minimum bearing capacity of 4tam per eguarc fool. 18. Sumke elmme{Shill be provided to each sleeping room, ++ S1otl •s/•° 7. Poured In lace concrete shall have an ultimate P H 21/1 N8 woad 16" 16 12" Sate Energy Conservation Construction Cade effective Q O.!' o°°e„awe Bridging to joist (Toe-nail) 2-Bal 2-8d each end P osebWe of web sepm7ate sleeping area a the Immediate Scows July 3,2002. Ln/L Z 1 Blocking to joist (Toe-nail) 2-8d 2-8d each end compressive strength at 28 days of 3000 lel except vicinity of the bedrooms and on each story of the • This table b lateral on a maximum winds speed 3 Z rmr= Blocking to sill or lap plate (Toe-nail) 3-16d 3-16d each block exposed slabs,garage slabs and steps shall bef3500 psi. dwes Including basement and cellars.Alarms shell be p ( -anconal gut) 2. All IIVAC systems shall meet the NYS Energy Code. Il i.. Ledger strip to Beam (Face-nail) 3-16d 3-i6d each joist mg' H of■ 130 mph mod a 33-fool mem roof height. shag be the responsibility of the General Contractor to W, U --�, °L,°„=•>s/e- (11402.2)Concrete shall conform to the Inlet ACI interconnected and hardwired to a commercial source. p Y ZI Joist on ledger to beam (Toe-nail) 3-8d 3-8d per joist • Fasteners shill he installed at opposing code of the wood submit the Design and drawings of the mechanical Bend Joist to Joist End-nail 3-16d 3-18d Slemdaeds. H H ( ) per Joist WHENEVER am dterotion,addition or convention b swcaral panels. system soaped and ceded by a professional engineer if W I- `�-�` Band Joist to sill or top plate (Toe-nail) 2-16d 2-18d per fool S. Joist and Raper Framing lumber shall be DOUG-FIR 82 made to an existing raidenw,the smoke detection , or better, F.=L6, F6=875 pal, repetitive member 1006 lel. system of the entire residence MUST be brought u to Where Screws are attached to masonry/stucco,they shall he required by the owner or building deportment r l'1 W FLOOR SHEATHING shall be attached with a minimum of ed common nails spaced at a maximum of 6 Inches on 110 P attached utilizing vibratlon resistance anchors having a 3. All Ins to be double[mutated with LOW-E glazing and �I g g g I I J panel edges and 12 inches on center in the panel field. When mad m studs to reaisl wind loris FMIIBIpei code, hardwired and interconnected.(R317.L11 minimum ultimate withdraw capacity of 490 pounds. ■U actor=.35 maximum Finuro 3.2b stud notcldng mrd borhrd trouts __ _ 9. Basement with habitable space and every sleeping room 19. The Architect shall not be In charge or responsible for e -The Home Owner Is responsible for munching the 1 ROOF SHEATHING ATTACHMENT REQUIREMENTS shall have at lent one operable emergency escape as the comlrodlon lame of this ro ec pod for P g plywood 4. All exterior doors (Incl.Bnsement)to be insulated with a � D I—-- _ P P ) t paeeb to the windows and doom during•storm. U=.33 maximum and the shall be weather-stripped- Maximum WI nrnwlu^„waw,ca,.<, nail spacing for ed common nails - follows: Minimum net clear opening c 5.7 square feet, Interpreting the mmti,mtiom drawing, Building to CODE y 110 (mph) 120(antra) except gide Roser Bpeopge lto be ndnimum net clear and observing the"quantity and quality of work being Self-closing and fin rated doors were required._ Sheathing location' spacing at panel at Intermediate at panel all Intermediate opening i 5.0 square feet. Maximum sill height to be 44 performed. The Architect shell But have control over or rAeLe RSCI261 J CLIMATIC AND OEOSRAPHIO DESIGN CRITERIA Q PLY woo>7 T'1 P. Edges supports Edges Supports Inches above floor. Minimum net alar opening height of charge of and shag not be responsible for the eRL4rID KIND III sea T TO bAMASE FROM WINTER ICE SHIELD FLOOD W I*I SIi9E FrGE a..JeHI Inferior Zona 12'o c. 8" 12' 6' 12" ESE 241ncha, minimum net akar opening width a be 20 mnstretim mmm,methods,tech e4 low ere®f N Dtl16N Ia,DeRLArMeNr NAZARDs -71P PlapouJ T 6' o.c. 8' 2' 8' 2" nlques,anda uencee taw care WNRr s e *n*zee Inches. (8310.1) or procedures. �.,,, *rwla arcAr TEMP. FiccrU ED N ' orJ 541-I Perimeter Edge Zone 12" o.c. 6" 12' 6" 61" 4s InP c severe rc uwesArt „°p°',O1°e,,;°e le As PER WA LODE r , W /T9P 2v4 WALL SHEATHING ATTACHMENT REQUIREMENTS - I �/J 2 -Pdd.L HT Y J it6 Maximum nail spacing for Bd common nails 1 r +'� 110(mph) 120 (mphO t tl4' x 20 page 1114'z 20 pegs 11/4'x 20 gape-G785 s�rws Sheathing location spacing at panel at Intermediate at panel all Intennediale gals. Strap with 'f-8d galy. Strap with ] -Bal p.L'T'E/L J KTE �f v/4 Edges supports Ed es Su gale. Shap its I 7-8deach "T-7- 7 g pp g peons Common nails tri each Common nails in each Common efts in each � 51 M Int o tJ t'1 T I'll ,4J Inlenor Zone 12'o.c. W 12' 6" 12" End C 16'on center. yy End @ 16"on center. 16"o c 6" 12" 6" 12" Or at each.f:kAr 1V I( End 18•on center' p Ind p b� ESL I Or et each stud. La L !ri FLS -Ail 4' Edge Zone 12"o c 6" 12' 6" 12" 12 ail each Bids. sill and Strap under bottom of ' wraP SrJrJ sill and nail. - _ 18"o.c 6" 12" 8" 6" -.I - t/pW FJj I 1 For root and wall sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side SBN. of the roof peak, the 4-foot perimeter edge zone attachment requirements shall be used PLAJ 7 2. Fasteners for Asphalt shingles shall be galvanized or stainless steel, aluminum or copper IJAI l 70 roofing nails, minimum 12 gage shank with a minimum 3/8 Inch diameter head. The fasteners � S 1114" x 20 gage shall penetrate through the roof sheathing and comply with ASTM F 1667, I.Jo.,l L Tu gale. Strap with 7-8d 1114"x 20 gage K 13 • ` 1 TVPI .n ANCHOR BO T Common nails In each galy. Strap with 7-8d Ep,G H S IL1- W x 23"sec or 5/B" x 36'co;- End @ 16'on center. Common nails In each e>oL.-fe ZIlac, minlmumembedmentof7"with - 0n•A'rEAc47ru7 End (d 10" on center IL '' s" `-ao`^'a+`• / TYP.er°f�g�m1 3'x 3"square washer. Hold +2' Wrap over rafter and , seaT I ♦,T E.n.c'4 Sr 10 r / off co and hold 4*to 12'off nail each side. Wrap over rafter and - 4 5"1p°r-I 0.+1 r a^L each an of each sill plate. ( EP.-Ii rtn.I`re2) nail each side. Roof-to-Wall connection E�"i .u.rrrrz� Rafter-to-Ridge connection !i h Pi.Z Jyr 2x cJ Cantilever-over-Foundation Foundation-Sill elate-to-wall connectionExcepNo ceiling attached to top plate Roof-to-Wall conn . .tion !;t-t'_vl�.Tl omJ jJALI- Waw , v,J 7L _ When collar Ridge straps are not umber - - When collar flea of nominal 2x4 lumbers � o IJ 4 N P11. �,Z s.ncrl PL`s o NIe N N 1_ -q E,...u•1 t1f4.1 Fr s'ffi1T = l).2 to Located In the upper third of the epic space ' - 17--I c AI OL -3I9,ile' NFR 94.1'01 f fa 6 T N I S rlou�ow I AP PUE s o�1 L7 Co 1 J0L'fla J L£1--i rb W p°sT And attached to each pair of taffeta . N/4" x 20 gage G- 3 21•o a w cl 2-1/1+s. vo a 451 Nall each end of collar tie with 5-8d nails -�' 4 pA t 186 gale. Strap with 5 -fill1I 1114"x 20 0 2A OG . CohJS �I"x JOnT""I gay�.... ITERS CERTIFICATE 11/4"xrpwge l -Bal Common nails at ge T under sill center ail k.J py L To Common nailslin aB REQUIRED Common nails In each J galy. Strap with 7 -Bal 600 TI'J v a J S wiz- AT EAc.H 5'ruv ceF EoGH End @ 16"on oe r. End @ 16"on center. � 2Y•01 '1•fz-I F'� X012 - G2 hT Etcr1 JrJ o,rX ^T eaui pLLaxllsa.i°e I-, ��iGR-GJ5 rER T/�,g t-E -fp - - 1 lneKS y, ,tel yl )ps°JPIil7 T�� woig Ta AR - ICooaI. I, Q S�(: AlbodE n I r � 1-tTWfir-1 t ( lV N/.? 'Ln 5TJ 0`r _ j+nlHNlr-/ I i, Yp RMle J R So a }� D.G. NAIL q QEftI4�lE �Ir(. A , IDrz. rBa.,e r�"'I 'ta-1 - rLyu ionto Ph r� f� I \\`Jy?e-IIJ� d F(.R-.3YrS ( . I TyP rsf. , l..x°-rot,. o.Ae.a. .// I"AI-)ICI. ('1�I.D V'J // FRAMING UNTIL SURVEY r 41Adi Nor2 a I h l� gage BER CERTIFICATION OF FOUNDATION LOCATION �1 .Mr,-Imraxo I 1-fG yL1 Zpr hJ -rA L- *4 b 1114"x 20 a e I lleyvl. galy. Strapwith 8d WKNI'�r✓ q •��a�jnAu. vylEtfl�IrLAV 2veq 7� L D CONTENT BEFORE HAS BEEN APPROVED. WOD� Z?IPFEI-Jt+aS Common @16'nailscanteIn r. e ICATEOFOCCUPANCY End � 18'on center. K vkKu 2y 1 t2,-r(q..1 ZR,i 0, G. E, LJ. S - IN STORM WATER RUN RP d I r 1 MT5 12 ER USED IN WATER UANT TO SECTION 45.100E W ITH SU YSYSTEMCANNOT OF HE TOWN SrMP°,•d - �Iwe TKIM 0D. t- S M." aJ 'T EA -H dol EXCE 10OF1%LEAD. CODE. ""T r'dt Tie ���jjj--- ti 4'x aor.�a �aK r C RTIFICATION OF ``�� 11 Cly JS(`+ / a�/44. �UUeI< Foundation-Sill plate-Qo-wall connection G Wall-to-Wall connection NAILI G & CONNECTIONS sr� TIIAA I /} " X10 p .r I At garage walls ALL P4UMBING ASTE I."E1P1✓5 4eLF14J!arR l � • \ F iJ 7 G Asan ll ST BEFO CLI sol-I EEO -9i , eA I WATER LI S VERING REQUIRED. 517 Py=� I I a.. , I IGT _ APPROVED AS NOTED c _,. --{, � ,1/oVHr,I ,A,. :COIMI• G eon 'n-yW�7 - 5T021'�'i nI"'NVV , u/Zxs ,I,eL y,se. aloes �HJTT�f�- b�-( all. P-Ak-� D•/1�2HAI-1GT P (---TAI I_ = E: �r 313Y6-Z- e7 303 6� o„I�t_,` ay• A ro co tu+wfr� _2Lo BY': Q(�_ AI CONSTRUCTION SHALL �� n `� FOTIFY UILDING DEPAR MENT AT MEET E REOUEMENTS OFTH 6 ( C N'1 lit To &i J er-,,O L I-Ill b ?P4 L 765-1602 SAM TO 4 PM FOR THE CO S OF NEIN YORK STATE. �A�'�AR-hJ hJ ooC GC-c-K 1�02LI� !7E'�All� r_ / FOLLOWING INSPECTIONS: �'o rill - p, , Jet. 4 Fi�'TEJc2 UPLIFT CONNECTIONS o r�Va Ho FOR POUREDCONCRETE \ �---ry (j, 1. FOUNDATION - TWO REQUIRED I 4 1i2�r 1 TS Some details may not apply to this set of drawings 2. ROUGH - FRAMING & PLUMBING (� -_, Il I nnn°u. Steel straps; ASTM A66S Grade 33, except when lolarnl hence nl 6'ac. irwa or Cc110,a J°I•t 3. INSULATION ti •• •€' • �� '�" In contact With concrete ass G-165 Gaiv. Strap" FINAL - CONSTRUCTION MUST y o C 4. F STRUCTI milt Ips�1 Q � _ - 24oANoil• GabbEnd7ruee __ r1�41x2GGAliI� B COMPLETE FOR C.O. u lift connection details on SCH-1 Indicate u lift connections ALL CONSTRUCTION SHALL MEET THE rHk i?N, - - I �� ENDWALL-� - - -- yqq Ar-Ib G);I L hJ 6 To transfer uplift loads from the roof mosemdly to the foundation. �� STp.,e.1� YORK STATE T NOT RESPONSIB EF 0 IllL,I,.�I„ '�\4 _ OIS Install at all bearing IOCitiOn In accordance with the details Or •y"sal Ida Iia IOESIGN OR CONSTRUCTIQN°,y-E. Install according to the WFCM Manual. E a.G I 9:.wo a MbN' ad Coater Nails at le' a.c. e°'-T j - - - BLOCKINa The uplift connections for this structure was design under: r\ 2'14"Block candled to each BLOCHINO I II 9 v(" �^/ `.�'yc f U p�w TIP. I rIAriir. V/44 lance with 4-lad nolle / 91. - - _ _ I'I -1 AO OG Exposure S category . '�- Id'Iryw Sal:, r" m W a Wil GYpunn Board % I / j� SECTION A-A Ina IBD mph 3-second gust wind speed II I a,; ` W LU sal cooler Nam al r a.a. ! 20 Grade strop _ _ using the WFCM 1966 high wind Edition prescriptive design. W I hl VJO IJ/ l'1- I� �.�*, CFS. ; R'r6^l 10-aa Nana - - _ __-- - 1n [} �u�yna,r,�u.�.,�(�{�/ :=?'r ,!'' IX-tai 2 fi13 TH I6 I }�LpO J I p6TAIL I f��Ll¢S Ennwall Stade ?� 5Tl� O r n r V T �R T 1�Bf.kebm' aT '�JFJL� - WITHOUT LAret jib project w To RA1$il Joc� �Loocz6 WFUL p o hrcoa tsecloding ope,� lr,J e.-I WITHOUT CERTIFICATE supe bion during �. - construction,cursive( Figure 3.6a Calling brucing gable aaslwell Figure 3.6b Floor bracing ondwall OF OCCUPANCY dndmbtnlion,fits Ious or G - - t observing the quality ,f quantity of the work being L' performed. TYPICAL ROOF Class A,Asphalt Roof Shingles Wlsix fasteners per shingles Installed per section R905.2 ` Ice&water shield per code " - - 2xc} cllx, °C 'IIf section R905.2.7.1 2y 10 tZ2 �Iluc 1 12 15Ibngpe plan wyment tett � Framing per plan with 'h"Eldedor Grade Plywood to �� �.. -.--------- - \ 1 r Sheathing-see(fastener IL .-\\ schedule-dwg sch-1) c Y Z I Cob � ��\ s� • ,I TYPICAL SOFFIT 8*Overhangs-typical e"Wood Fascia$It"wood rake boards, Full Frieze boards-cover in alum (optional)Vented Vinyl Soffit, Rafter uplift connections at all Bearing locations, ' TYPICAL EXTERIOR WALL 2 x 4 Wood Studs a 18"on center, Double Top Plate, Single III I - sole plate, 'h'Exterior grade Plywood Sheathing-see (fastener schedule),Tyvec House Wrap or equal,Vinyl or wood siding, foundation-to-wall- 1 —11- _ I , L _ rafter uplift connection at all F-I I�-J-_ _ �II� I�III beading wells. *See dwg SCH-1 %' plywood snub floor,glue and ( nali as per fastener schedule Floor joists par plan QBridging per code-all spans I'_rl TYPICAL FOUNDATION CONSTRUCTION ii 8" poured concrete wall on 18'x 8"Concrete wall footing, Exterior Damprooling (section cplaes, SIII a �e Shee, Anchor Botts spoon drawinhod 12" g foundation max. Uplift strap connections at all bearing w d g abs- See wg y_ -- - -' --- - �n_L.�:�-Z71eJ.S I JlSetrt �Zf,:...r,•;aS'S:'1..T:.si ;{ --�.. ..;-'r*'s"'�—�— I I ll. � I - �--. .._._ SCH-1 I•I - - I I21 ` it2�p ' � 1,4•t_ „�,� - II�' oil - �II a�til - --- -- _ I _ I INSULATION SCHEDULE _. F Refer to the MEC check compliance report within this set of plans or attached thereof. l.. - ,'�`'d'. Provide Y'Gypsum psumWall ^ j1 Board on callings Q Vj1211Z ?j d Walls except basements&nunless noted, l '( Moisture resistance%"Gypsum -4- '- - - _- Board In Bathrooms, and fire resistant gypsum board as per code. _ _ VI 0 `Jl 2 N 114 -- _ _ _ - l - — — - --- - - -- — I I Vf(L .2 Nc ' D d l ^-rQPi wf- wlU L4%) w� TL)6 �it I • L. �u � ' h oI p,' ej o . � t _. - - ,- Ja. t 11 ----- - - - ' -- ' II `II'8�1 4l r- Iil��q +I� � ----- - -- - 2n NI 4411 U �- -- I -L ung 5l� G l_._..L� � '�+�. 71'af .. Sr' low 3l g it Ix 3 2' z' ^� ' / " I All Y"nl � u ' 1 K"I T� TI L—R—� C_�rJ SIV4 1 roocy�T¢ Ave �4 Y jI 04 ,� ,; TYPICAL PORCH/DECK FOOTING 24'x 24'poured pier footing to _ virgin soil for covered porches _ or 12'conc. Pier for decks, 4" - - -we post-See detail on dwg - sch-1 for detail and strapping- uplift connections. 2x8 or 2xtreated nailer lag ' ` boll to frame h' b e with olts Al 24'on center with teco . !T=P Or use 2x2ledger board, r7 C�1 O ' f '� 2'}.0x6Cf11 TILE ) 9 I �I i4kl IPL y Wueo 1 � l LL n ' n � . " ,1 kL BASEMENT N I' N l`� iL V 4'cont. Slab installed in accordance with Section R506, „ Provide bridging as per rode _ typical all spans FJ I N, It 4 I a N = I I", �e "% 9r , LJ r -( , i „x4v� l 7 avL � .; ` , N [Fro 1 —+� —I— NEXCAVATED � i� I L L — - � 4 .J �� L !J I O l 3- `(/ _ - 1 4'610/10 concrete slab with - _ � �' ICA FOOTIN +/GOL' I I eu6 1oNo WWM,on compacted 24'x 24' footing k poured granular fill. Provide Gypsum wall 'Fire g Plich slab%"/R to garage doors. I , Rated Gypsum wall Board Concrete steel S m I I _ r1 I above the furnace as per New P — Diameter steel column. _ I TT_ York State Code. `�I ` _� I J 7. Simpson PHcD5 Hold-downsT � V anchor and 14 SIDS IN crews. Provide at -- - __ _ -- --- -�= _---. - ------ - -- -- - comers garage walls and _- I g ,14 �- 1 doors and at building comers. l „ I „ see Foundation plan and SCH-1 detail sheet for detail 34 -D n TYPICAL FOUNDATION I _ —�-� In accordance with chapter of On New York Stale Code. I 8'poured concrete well on 16'x e' L� Concrete well looting,exterior _ r� Demprooflne,2-2 x 8 treated lilt - plUsa, SIR seal,Termite Shield.NI -- - foundation wells to extend to virgin soil and be NII"Ittwalls or `7 construct step footings as per codeI TYPICAL ANCHOR BOLT 1 story: 5S” 48"on renter 2 sthry: W 23"on center- minimum embedment of 7" with 3" x 3" square washer. --' I „ - Hold 12'off comers and hold I ,J'->y _ t>=(r--�-1`_f - hl y`"-� y 4"to 12" off each end of each I I l ...r��rDAf�d sill plate, Uplift strap connections at all bearing walls. •See dwg SCH-1 Lt . -_�--- _ -" � J _ L. �S+6LC7FatfY':...i,. G:+Var> ,..-.,..••-• — __ ._ _..___.. ._ ..., ._�,. r i 1 5� -_= _--___ ----_ --- zit z G5c pit ti 3 - ----- .. — -- - - = - - - - - -- 'd:1 � DIti1WC� --- - -- — ' d _ 0 ( ) - � .�' r-�T a _ U - n) _ (_�Q Providwallboard 518' "I Rated Gypsum N Q 9 wallboard on wells and calling of y - ` genge as per rode sections ` R7W.1 end 80.5.1. Were garage N abuts dwelling-use SW Ilre rated - " wallboard on geregs side and h• are rated wallboard on opposite _ -- -' ---- - - - - __2C�1_ _ 2� Z� = IvR aide In sccard a with code — � P,zKto F section R70231nsalate wards a i 0 I II, / // (7/'�` • — i jf— a n common with heated eras. = Q N -- — - - - - 1.-I`kJ5>♦� -- - 3< Z-a 1 7 4 Sen 4) ` a L c.V 1. .1Factory Built firelied in a cramsl� . Ashall 6e installed in accordance I`^ 'with section R1004 and metal r` R 2 Z Kl_d ----- wb3 flue shall be Installed In — -- -- 8 accordance with sedion R1002 2�.: - ' a yf a qn p of the Code. $Il A circt, � -- , l A;d I E 3 � •JJ rip 1 STUB_ X N — -- — - — xlo r-J hoax TrPt�l a d , 'Q -a' -- p •ZAII CI _-- -�� �i r' -..I -_ q--On----�,—T �� -- — — - — - _— 9$2 2852 Di 1'teS2 2A52 31-`ri S%/D O X71 9" 7 x9j1'-. Z I Z _ — ' �a - - ff nn JE �J - - 34'- 0° &Smoke Detector Plans indicate ANDERSEN C-Carbon Monoxide Detector I� � 1 I series 400 model numbers. Refer to gen. note MlB �' 117 �•� bDl'O - t � l' Provide LOWE glass with minimum design pressure rating NOTE: Unless noted q �i n I Ip of OP 40 with DP upgrade kit. 1 - Otherwise, center all windows in 1 I 1' L'� � �`'1' ' Substitutions made upon roams, center above fixtures, meeting NYS Code. See a _ - and hold 10"off corners. general notes 9, 14,20.All _ - -- . — _ - ------- - - - ---- -- multiple units shall have narrow I-_ _oto Framer to verify centerline of steel joining material or 2-2x __ y window over sink with kitchen wood jack studs between .. layout plan provided by Owner windows. or builder • i , i ` , .��'© IJP( �il+��fiG�'�1� � � �-- � �'- - - - - - `�'`�� •"������ / f1