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HomeMy WebLinkAbout29936-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30227 Date: 06/02/04 THIS C PTIFIES that the building NEW DWELLING Location of Property: 300 LITTLE PECONIC BAY LN SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 88 Block 6 Lot 13.34 Subdivision Filed Map No. Lot No. _ confonms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 25, 2003 pursuant to which Building Permit No. 29936-Z dated DECEMEER 11, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DF,CK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to LOUMAS CONTRACTING CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0034 06/01/04 ELECTRICAL CERTIFICATE NO. 85480C 05/JA/04 PLUMBERS CERTIFICATION DATED 05/17/04 HI TECH PLUMBING Authorized Si ature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29936 Z Date DECEMBER 11, 2003 Permission is hereby granted to: ZOUMAS CONTRACTING _ PO BOX 361 WADING RIVER,NY 11792 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT & REAR PORCHES; 25 EASEMENT PER PLANNING BOARD DEC. at premises located at 300 LITTLE PECONIC BAY LN SOUTHOLD County Tac Map No. 473889 Section 088 Block 0006 Lot No. 013 . 034 pursuant to application dated NOVEMBER 25, 2003 and approved by the Building inspector to expire on JUNE 11, 2005 . Fee $ 1, 602 .30 r Authorizeded Signature ORIGINAL Rev. 5/8/02 Form No.6 C � xj--g, }OP- TOWN OFSOUTHOLD ,r BUILDING DEPARTMENT _ p d C%x id � - TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 'Phis 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: I. Final survey of property with accurate location of all buildings,property lines, streels, and unusual natural or topographic features. - 2. Final Approval from health Dept, of water supply and sewerage disposal (S-9 form) i 3. Approval of electrical installation from Board of Fire Underwriters. 1 4. Sworo statement from plumber certifying that the solder used in system contains leas than 12(10 of 7l%1 = i 5. Commercial building,industrial building,multiple residences and similavhuildings an$upstallalrin4's, a certificate; i of Code Compliance from architect or engineer responsible for the building. -� t 6. SubntitPlanning Board Approval of completed site plan requirements. '4 `- B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing" land uses: 1. Acci rato survey of property showing 411 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 therofor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00, Businesses$50.00. 2. Certifieateo£Occupancyon 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, Coaunercial$15.00 ✓�J_��— Data � _ New Construction: Old or Pre-existing Building: _ (check one) // Location of Property: app LITTLE Pccp NIC. f}^} E SOt5714120 House No. /Street - Hamlet Owner or Owners of Property: - �pj U m/a S lA sst-�cTtN G- l.A ¢� . _ Suffolk County Tax Map No 1000, Section_ !R 91 Block_� I-ot Subdivision �p!(� © G b C+�{ FiledMap. �-7g 7o1 'e} Lot: 9Z Permit No. ;�g 3[' _ Date ofPermid ]D 1 0 _Applicant: 2Ada�,q.g Health Dept.. Approval: K Underwriters Approval: Planning Board Approval: __ Request for: Temporary Certificate Final Certificate: X _ (cheek one) Fee Submitted: $ 7'7<-o ,f1 plic no _ .. i ! w .,�+�J r O F, I:kx ! f J t:R,,;l:r 5•'i:7;., t./..e.: I-Jea •ic•ccl Inspection 'ertific•nle = Issue Date Electrical Inspection Service, Inc. Application Number _ 5/14/2004 375 Dunton Avenue 854800 East Patchogue, New York 11772 (631)286-6642 Issued To: Zoumas Cont. Corp Street: 32 Little Peconic Bay Lane _ Village:. Southold Zip: 11971 Town: Southold Section: 88 Block:6 . Lot: 13.34 Contractor: D. L. T. Electric (L) Lic. # 4966-E I Was examined and found to be in compliance with the National Electrical Code, Commercial ❑ NV Defects ❑ Pool I] tat Floor L indoor 0 Basement ❑ Hot Tub ®. Residential 7 Det. Garage L) Attic IK 2nd Floor n Outdoor ] Addition L Survey Sw, Switche�c/es Fixtures GFI Heaters Ale Fans 49 64 89 6 3 Dishwasher Washer/Amps DryerlAmps Oven Range/Amps Microwaves 1 1 20 1 30 1 >r4_ -_ Furnace Oil Gas Circulators Smoke Detector Bell Transformer ;;Y. x 3 by others Meter Amps Phase UG/GH Jacuzzi Television CO Detector 1 200 1 /G 1 1 - •» Bldg. Permit: 29936 - Other Equipment - 1 kick space heater/2 garage door opener receptacles 11 vacuum outlet/2-30amp ac/ 1-40amp wall / 1-15amp air handler 4Hugourdi President Rough Inspection. 03/09/2004 Inspector: John Me Mahon Ill _ Pinel Inspetl'ion: 05!13/2004 - Inspector: Jahn McMahon If This certificate must not he altered in any manner. Inspectors may be identified by their credentials- r,'z„''a I•+r N.i M v.ft it J t{,,, '1, I : 1 r 1 VL 41 'n"A'•�• '� r ', s,. Y a „ �3, e,s4 �s � s IAy. . �y1 ♦ , l a •: ' .,; Ne+b'NF�• "x uv +�.� a d S �e . s.• ,L ® s O w •, 1 s :.r .r. `,'•. �e : ;, � A�§'i o�®gUFFU(K�o , w Tow.Hall,53095 Main Road tr T1 Fax(631) 765-1823 P.O. ❑ox 7.179 ��i �� Telephone(631)765-1802 Southold,New Y6mk 11971-09590,( BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Datc. 5j7�� Y Building Permit No. IR Own or: zeG Yl'1 +s TRkcTNiG aF, (please ptint) Plumber: HI --FC—C44 P�L_t 01 LING - (plese print) I certify that the solder used in the wafer supply system Contains less than 2/10 of 1% lead. (Plumbers -- Swoce:to befbre ine fins day of del 20 6_/ -.. a'asao�azSoaofga Bdo'ayPeaunt,SM2 52.b'n195" " t �1 lm County Mn§ECki'8"s. £n'nrclasi+an Epirws 5 •• Notary Public, County _ Applicant/ Date Ovmers Name: ^ Reviewed Architect/ `, // .. Date Engineer: Submitted. / 3 _ SCTM N. ✓ ,� ' t)istrice 1-000 Section131ock lx(_/3 3� Poject r � n ,D SuUdfefsPom,'},r,�3� r�^' Location: Single& separate Required ��' 2 ceoification (YeslmoL _ _Prop<u.d I Rc9. - RN. R,. fProni vua RmRoxa:, -I. faid<vare �5�3s rrotms n.__�k�J [R—YadeJ ' rronn:cd —11L Project Description: , 6 AGFNCB78FRM1TS Permi REQUIRED FOR REVIEW N_A. NO YES - Number Suffolk County HealtlrDept. C New York State D. E. C.(/�°A.).l 2 9v - Town Trustees Iv :✓ e, /// Tovm Zoning Board approval: - Town Planning Board approval: 6 - / Flood Plane Elevation??? Flood Zone: Le �- — aLez 's / d , Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 11/25/03 Receipt#: - 3509 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid $10.00 Check#: 3609 Total Paid: $10.00 Tell I z , l3 16 Name: Zoumas, Contracting Corp P O Box 361 - Wading River, NY 11792 Clerk ID: LINDAC Intemal ID:83533 Permit Number MECcherk Compliance Report Cbeckrd Bymate New York State Energy Conservation Construction Code MECcheck Soll.Ware Version,3.3 Release le Duna Glcntunc:A:Vomwe;\ ncrgycodesMRAL Il eek TITLE:Doral III COUNTY_Suli'olk STATS:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATINGTM:Non-Electric DATE: 11125/03 DATE OF PLANS: 10/14/02 COMPLIANCE:Passes Maximum UA=455 Your Home—441 3.l%Better Than Code Gross Glazing A,.or Cavity Com. or Door Perimeter R-Value R-Valor U-Factor UA Ceiling 1:Flat Ceiling or Scictor Truss 1376 30.0 0.0 48 Skylight 1:Wood Frame,Double Pane with Low-E 4 0.340 1. Ceiling 2: Cathedral Ceiling(no attic) 100 I9.0 0.0 5 Wall t:Wood Frame, 16"cc 2650 I3.0 0.0 179 Window 1:Wood Frame,Double Pane with Low-E 420 0 340 143 Door l: Solid 41 OA00 16 Floor I:All-Wood ToisUTruss,Ovw Unconditioned Space 1476 30.0 0.0 49 COMPLIANCE.STATEMENT: The proposed building represented in dds document is consistent with the building plans,specifications,and other calculations submitted wi h this permit application. The proposed systems have been designed to meat the New York State Energy Consercatom Construction Code requirements. When a Registered Design Professionai has stomped and signed Ibis page,they are attesting that to the best of his/her knowledge,belief and professionalimbu tent,such plans or speciGGentions are in compliance with tfus;Code. lbuldmll)eagner Date a t = 3� d . V � syr 1MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck SoBware Version 3.3 Release le DATE: 11/25/03 TITLE:Doral III Bldg Dept. Use I Ceilings: [ ] 1. Ceiling 1:klat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ 1 2. Ceiling 2:Cathedral Ceiling(no attic),R-19.0 cavity insulation Comments: Above-Grade Walls: [ 1 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1 1. Window, 1:Wood Foonc,Double Tlane with Low-E,U-factor:0340 For windows withom labeled U-factors,desrnl a features #Panes Frame Type Themhal Hrcak?[ ]Yes[ ]No Comments:__... I Skylights: [ 1 1. Skylight 1: Wood Frame,Doub a Enna with Low-E,U-factor:0.340 j For skylights without labeled U-farlrs,describe ieamres: #Fares_Frame Type __,. __.Thermal BreaV[ ]Yes[ ]No Comments: _._. . . Doors: I I 1. Door 1: Soli3 U factor 0.400 Comments: Flown: [ ] I. Floor 1:All-Woad SoisCrruss,Over Unconditioned Space,R-30.0 cavity insulation j Comments: Air Leakage: [ 1 1 Joints,penetrations,and all other such openings in the building cavelope that are sources of air leakage must be sealed [ ] Recessed lights must be 1)Type IC rated,of 2)installed inside an appropriate airtight assembly with a 0.5"clearance from combustible materials.If non-IC rated, the fixture must be installed with a 3"clearance from insulation. Vapor Retarder. [ ] I Required on the warm-in-winter side of all nam-vented flamed ceilings,walls,and floors. Materials Identification: [ 7 Materials and equipment must be installed in accordance with the manufacturer's installation instructions ( 7 Materials and equipment must be identified so that rompliancc can be deterrmned. L I I Manuth rarer manuals for all installed heating and cooling equipmem and service water Ireating. equipment must be provided. L 1 I Insulation 11-values and glazing U-tactors must be clearly marked on the budding plans or specifications. I I Duct Insalation: [ 7 [ Supply ducts in unconditioned attic or outside the building must be insulated to R-8. [ ] Return ducts inunconditioned,attics or outside the building must be inslmodto R-0. [ I I Supply ducts in unconditioned spaces mast be insulated to R-8. { I I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insuiationis not required on return ducts in basements. Duct Construction: [ ] Alljodn;,seams,and con cclimts must be securely fastened withwelds,gaskets,mastics (adhesives),ntastio-pins-emFcdilcd-fabric,or tapes. Dal tape is not permitted. Fscepnon: Continuously welded and locknig-type longitudinaljoims.and seams on filets operating at less than 2.in w.g. (50a Pad. I 1 I Ducts shall be supported every 10 feet or in accordance with the manufacturers instructions, I 1 I Cooling ducts with estermciasNmion most be covered with a vapor retarder. I I I Air meters azo required in the letmn air system I 1 The HVAC system must provide a means for balancing air and water systems- I Temperature Controls: I 7 Each dwelling unit has at lesat oro thermostat capable of automatically,adjusting[tic spat: Imperatore set print ofthe largest zime. Electric Systems: [ ] Separate electric meters are required for each dwelling unit I Fireplaces: l 1 Fireplaces must be installedwLh tight fitting noncombustible fireplace Boots. l 1 Fireplaces must be providedwith a smrce of combustion air,as required by the Fireplace construction provisions of the BuiJdirng Code of Nen York State,the Rea iashat Code of New York State or the Nem York City'Budairig Code,as applicable. Service Water Heating: [ 1 Water beaters with vertical pipe risers insist have a heat trap on both the inlet and outlet unless the water heater bas an integral heat trap or is part of a circulating system. I 1 Insulate circulating hot water pipes to the levels in Table 1. jCirculating Hot Water Systems: [ ] I Insulate cimutating hot water pipes to the levels in Table 1. I I Swimming Pools: [ 1 All heated swimming pools must have an onroffheater switch and require a cover unicss over 20% ofthe heating energy a from non-deplemble sou ces. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 aF or chilled fluids below 55°F must be Insulated to the levels in Table 2. Table l: Minimum Imulateon Thickmenjor CFrodatbWHat WaterP4u insulation Thickness in Inches.by Pinc Saes Healed Water Non-Circulating Rnnoms C-Mating Mauls and.Runonts Tgn eTature f FO to 1" Un m 1.25" 1.5"to 2,0" Over 2" 170-180 M 1.0 15 20 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 to Table 2: Mmimumdruulatiou TkieJorewfm JIVACP4p Fluid Temp, Insulation Thickness in Inches by PiW Sizes Pining Svstem Tvoes RaaIg(F) 2"Rimouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems LowPreswm rrcmperanue 201-250 10 1.5 IS 2.0 Low Temperat= I20-200 0.5 1.0 1.0 1.5 Steam Condemate(for feed v ter) Any 10 10 1.5 20 Cooling systems Chilled Water,Refigexant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 i.0 10 1.5 1,5 NOTES TO FIELD(Sodding Department Use Only) 765-1802 BUILDING DEPT. SPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � LYCh DATE �,�?�INSPE`7*A�'-' 765-1802 BUILDING DEPT. 1,.RSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL CE C IMNEY REMARKS: 1-2 -r DATE INSPE r M-1802 BUILDING DEPT. INSPECTION I FOUNDATION IST ROUGH FLOG. FOUNDATION 2ND INSULATION FRAMING FINAL FIREPLACE NEY REMARKS: 7 DATEINSPECT � G G 765-1002 BUILDING DEPT. INSPECT [ l FOU TIO T [ ROUGH PLBG. [ IF N ION 2ND [ ] INSULATION [ -F ING [ ] FINAL [ ] FIREPLACE HIMmej�FIRE SAFETY INSPECTION REMARKS: F DATE INSPECTO f tUI 65-1802 DING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PLBG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: DATE v INSPEC { 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSCl/LATION [ ] FRAMING {WNAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:Ale �l DATE INSPE INSPECITONFEPORT' DATE Po - b ti FOUNDATION ) � - s- xt C}o Y FOUNDATION MW) - 2 ROUG$FEAMl@IGffi �� �. "3 PLVN1B7P7G �— - S1C � Es+ ]NSQLATLON YERN.Y. `3 STATS ENERGY CODE S G MCAL ADDITIONAL.COMMENTS z F z TOWN OF SOUTHOZA , BUILDING PERMrr APPLIC''ATION�CHHECKLIST BUILDINGDEPARTMENT ..._ _. .. ._. _ .._..... Doyouhawe rncedtlrefollowing,beforexppiyLg? TOWN HALL Board of Health SOUTHOLD,NY.11971 3'sets ofBmldirigPlads'',, TEL: 765-1802 Survey .., _._ PERMIT NO. _. 993.6 ::; ... _...Septic Form N.Y.S.D.B.C. TONTRAC11n1�COlt1r Gxamined J-2 20 t`J _ Contact: PO Box 351 Approved f- '20 4-'3 11lail Disapproved a/c - rt -l�r�g2—- Phone-7�_ Building Inspector 1, 2 5 A�1'PLICATION FOR BUILDING PERMIT Date.. . __ 20 f •_'?_....-3 . INSTRUCTIONS,_;: a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according;to schedule. „ , b. Plot plan showing location of lot and of-6uildings on prem • premises,relationship to adjoining premises or pubfic streets or areas, and waterways. - c.The work covered by this application may not be commenced before issuance bf BuildingPciihit. d.Upon approval of flus application,the Building Ir Spector v if issue a Building Permit[p the appltegnt,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 a Certificate of occupancy is issued by the Building Inspector.. - APPLICATION IS HEREBY MADE to the Building Departme of fgr.the issuance of a Building Peimit putsium to the Bolding Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the cod§trucuon of,buildings,additions,or a]tuattons or for removal or dcmohuon as herein described.The. applicant agrees to comply with Fall;apphcable laws;ordinances,building code,housing code,and ieguu'aas,anrd toadmit:,. authorized inspectors ori premises and in building necessary -for -' • , . (Signature of # 361 ^ rpotarion) Watling River,NY 11792 .._ - .."-, '.” , ''(Mailing address8fapplloant)" State whether applicant is owner,'"lessee, agent,'architect,engineer, geaeral contractor,'efecuician,"plumber, or builder L t_., YJfAINpls Is^-P!'3([ANT0.Lae7u (` Name of owner ofpretruses (as on the tax roll or latest de Ifapplic a corporatio ,st a ire of heli officer Na and title of carp�ffieer) _ Builders License No. Plumbers License No. Electricians License No. ! 'I. Other Trade's.License No. - - 1. Location of land on t Rosed_work will be�}one: s kj Q p House Number Street Hamlet County Tax Map No. 1000 Section 25 Block Lot J�.3 Subdivision {Vl p(' i nikl S�ol�6�y Filed Map No. (Name) 2. Stateand intended usdandoccupaneyofproposediconq.tructton: , a.` Existing use and occupancy r /j b. fitendeduseandoccupancy QMicw :�.et-�u_�iz-��s y�/id'l, �6;i�16� .(,ci ufn srs {�o vrXi 3. Nature of work(check which applicable):New Building �Addition Alteration Repair " -" RemoyaP... Demolition' Other Work _ (Description) 4. Estimated Cost -. sl_ '7 aF)OO .o o Fee i - (to be paid on filing this,aplideation). 5. If dwelling, nuiabgr 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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ,:;z ear Depth Depth Height 2S Number of Stories 2 �t C-�uuce.Ja - .. 9. Size of lot: Front )�JO 53 Rear 1-7U Depth 10. Date of Purchase 1Z10 ( Name of Former Owner %Q-D 1OvDr 5 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: A 13. Will lot be re-graded .,g,..,, Will:excess fill beremoved from premises: ,IYES,�,. IuAtY�Rruri , 14- Na nes of Owner of promises kffiykAs Address �Z 361 hone No. �/ 2N-yr? C3 Name of Architect ' n. Address fll)liflnorrRe�.,..y hone Nos/ Name of Contractor 'Address '-Phohe No. 15. Is this property withirr 100'fedt'of a t[aaFwetland7 *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERIv1ITS MAY BE ROQUIRED 16. Provide survey,toscale,with accurate foundation plan and distances to property lines. 17. If elevation at any point onproperty is at.10 feel or below, must provide topographical data ori survey. STATE OF NEW YORK) SS: .. .. COUNTY OF ) ... Zn being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named//, (S)He is the ' P.p (ContraMr,r,Agent, orporwo Officer, etc.) - of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20_A& f� NotaryPublic � � ignatuteo rant' 2C1Tia"P�s .L.$btE 0.P1Z+uY0'X. ;� . CcrcassnFXs rvsd.itpat, cl� ° u0T AREA 31,159 5q. Ff. F'. FL. ELEY, = V G L NOTE: MAXIMUM CLEARING OF LOT IS LIMITED TO 58%. 4R. EL�tJ Ey,6 WATER TERRACE 6 ate' m LOT NUMBER 26 -� � LOT NUMBER 25' � _ S.58°0420" E. 190:00' m 1�- 1Y.3) O . ��w6� W 321 n ES Q N Q - z �i46� Y 3 U m - ,q6) m NYyy ��fI�J` �'En N J CEDAR POINT WEST LANE OTE ; e^/iA7 N.58°0120• W, Ti fLe �uF-II..• r • – Piazs — ,nn +:eIIkl tl e O PARTE V7 -, OF PERi+t17F02 AP Yc4Y'.R.CF CbN4Ttd:1CP ; fo�t-FORa Fa . cRa .4'lNGiE&NILY REs10ENCe---- ^� ONLY APPzlIIggp R^R'1AX PAL «y� T ! AffidII- cm EXP[RF3 -T>tYe��pw YMLL 9n aNLY W � Pt>i. �b tl 10R WOM M YKV 1 I!i 'W 1Me AMA M JOB NO 00-354 FILE Na ANGEL SHORES Ma nINID �' GY9F Tu + � AM IeYrrR, MA SURVEVEp FOR . nt11mN a nrAIWNG liNNw tNtp xet(,w. Aep t6 1 Wq.� nw+wxB ne AY'P85 a na Y�gln LAT NUMBER 32 Iwanurrow. auAe.twtns An MAP OF ANGEL SH0RE5 I(K*Inrn IMAYM9Milp AtllNp)gw 0! ppt�, V�IAGN io nn awo a 4, w SITUATED AT gAyV7EW Irk= n r TOWN OF SOUTHOLD. SUFFOLK 60LNTY,NEW YORK f!'Y� GUARANTEED ONLY To SCALE P' = 50' 72 FILED MAP NO. yy DATE 9-26-2000 DATE 8-23-1995 TAX MAP NO.1000-88-8_13.34 (REF' ONLY) DISK 743 HAROLD F, TRANCHON.JR. P.C. LAN" SURVEYOR 3 7 I '.", 1866 'WADING RIVER_ MANOF RD. WADING wr n'P'iPID .aR N Y_ LIC NO NEW YORK, 11792 NO. RIVER, 2 211 1115 g- I . .��. 516-929-469L5 LOT AREA = 31,159 SQ. FT- !I1 70Cn 7":.PST fail} S00"QLD C_ WATER TERRACE •��a l tGN NUMBER 28 � LOT NIJNBER 25 � . � n 1 . S 58'01'20"E 196.00' z dwN uxr.Fw:M N M o . n'2 Ser � p: O z C, W.. .. M 82.8• o I �, (�, g . N 5601'20'W 178.58 - V t T >> p0 LOT.NUMBER 33 10' vitls:vubrc aarvka eaeaiMM S�4� M bB tlB�mf6d b pl$Ite M(CI eWOTer /K� t� FOUR N1NDs lJ Vl I l 01 i.1 i;- r @RMI � :'. 00URT �1993b. 1-6-2004 FOUNDA71ON LOCATION UE�tlS{oq &mM xHiEa1! r�lraemaN JOB N.. 00-354 FILE No. ANGEL SHORES amxom m a FEZ s�nrN ao rdecs,Iecvuxa ,mds.rmas. ivs8tiue sou.aooiiyoa m euta�+u'oa exr° axsnaien0.a. SURVEYED FOR �sYhbt✓�atIBNOax ah.imna+:m>i16 mRsx B xwAtma a-mTvM Y.00�rr€Nm rax sR�mucwon:uw. LOT NUMBER 32 euNYH�s eiA:i x�x Swt Nge awx m tNE igsox ma eai n+E NAP OF.ANGEL SHORES sUPr<•e a emman.;xn ax eEwtr m A�E'FBE SFV 4:Waeamriu SITUATED AT 9AYVI2M 14V0 i$1@®IISIIi51mN V3M19.IN8'Yll..Vlp"10 T¢.KS 'S ME ' ���� �N�sar m aaoiKmau.i�onnma- TOWN OF SOUTNOLD, SUFFOLK COUNTY, N.Y. ae wBs'pvtr awrrtas. xm��'me slmtir wa xw va uam nuar:xpws e4to gv.an SCALE..1':— 50'. DATE. 9-28-2000 giwam su asur..pm es rnisom®,m M e+Wb szN apr I FILED. MAP No, 9729 DATE &-23-' 19115 CERTIFIED ONLY Tfl: TAX MAP Nn.(REF OM:Yl 1000-88-6-13.34:.. DISK 3OO _ HAROLD F. TRANCHON JR. P.C.. LAND SURVEYOR P.O. BOX 415 f- `-���y` fi . •"'• ti'-0� .1898 WADING RIVER—MANOR Ra. WADING RIVER, i iNEW YORK, 11792 - N,Y.LIC No, 049992 83}—g7g q$95 HAROLD F. TRANCHON-JR 'PtIK LIC. Nr. 2115—E I. LOGT AREA = 31J59-SQ. 71, pis yr dr, '' ,1I - a WATERTERRA c v 4 n LOT NUMBER 26 LO' NUMB}f S 58'01'20"E 190.00' Fc Cwm Lm for-9 mmr p 44 • 0 cc tu) in A4 N 5T01'20"W 176.58' 4 LOT NUMBER 33 f a' wade water mmwte axL"frl nt g; to be'dea rated to pjbft-*vtw y � eeappuer NOTE: CESSPOOL, SEPTIC TANK & WATER FOUR WINOSSERVICE LOCATIONS BY OTHERS.cmw w C� tea' ^"5 j P11 r 3-27-2004 FINAL. SURVEY ' ar RBOQIf V AW. NW S11 Ma,�Nor amvxmmL 1-6-2004 FOUNDATION LOCATION = 7NE -M tat aNEMONV SHOWN SIR=AES TO DIE pAropEnsr LM1F3 A FORA SP6" RC RMOSE AND E6E ANO- ARE WT J013 No. 00-354' FILE No. ANGEL SHORES KMOM M CRM ENE EWOnON OF FENCE^•..RMWO WALLS. PORS. RUM. atANONc 'n Awa TO BUIUMOS OR AW QVM COldaSTM) OON SURVEYED FOR MICHAEL di'CAROLINE MARTIN VW0nCR=KIE]ZA7M OR AMMM To Tr,gaff 19 A Y AIM OF-10MM LUT NUMBER 32 72na OF tEH;NO ram..SATE E96IG1N1N LW- MAP OF ANGEL SHORES y�.�{�p yw��a�Nk�ywt�y fie- �rVA p py►yyr wt SITUATED AT SAYVIEW ..lPdRfYli.lq 1 JiwM Hag.p3�RGW M i E c*MMN.�AL.. � i" ICY aYV9;t 'N7S;,kYtJP*000 NESE't AM tiF'tHE,I - t� A�mm To AaatTI ML aOMW- T01NN OF SOUTHOLD. SUFFOLK COUNTY. N.Y. � CR gF�ENt O14t�4 s as of ix5 itAP Nar ttaE U4� §Nw SCALE, 1" 50' t1ATE 9-26-2000 'S�1t SE3Att NIR " is 6E A 4W41D ,aapr FILED MAP No. 979 DATE 8-23-1995 CERTIFIED ONLY TO: TRX MAP filo.(REF ONLY) 1000--88-6-13.3} DISK 500 Mi f1AEL &`CAROLIkE MARTIN 00]�N�LTH #A# 4:I1TI E INS. CO. HAROLD F. TRA INCHON JR. P.C_ r TIAL HORS F31I�1DINt3 CORP. LAND StJRV EY OR P.O. Box �.. ` 1066 WADING RIVER-MANt�R RD. tlhiADtNG RIVER, NEW YORK. 11792 ` NY, LIC. No. 048992 631--929-4695 HXIRC2Lb F. TRAaJR. PENN. LIC_ NW 2115—E I I GENERAL CONSTRUCTION NOTES ---- wind-borne debris regions arena 22. Design Load Information: Nailing Schedul6 for lateral and shear connection requirements in Exposure-B&C 20. CIazeJ openings in win o e ( g Number of madspacing 1. AB work shall conform to the 2002 Residential code of 10. No backfill shall be placed against the foundation walls within hurricane praise regions within one mile of the a. Ground snow load: 45 par Description ` NEW YORK STATE, Local Building,Zoning AlThe until tint floor framing is Is lace or brace foundation Outer ❑d W al Common nails B B B P could man high water line where basic wind speed ts b. Rooms other than sleeping; LL=40 psf and span fully i 110(mph) 120(mph) New York Slate Energy Conservation Construction 11. Double Joists under parallel partitions and under I to miles per hour or greater or 120 miles per hour,shell DL-10psf ROOF FRAMING Cade. ALL CODES shall mpemede drawings and shall whirlpools. Double from around all openings In floor meat the requirements or the large missile tat of ASTM c. Sleeping mom: LL-30 par and DL-10psf Rafter to lop plate (toe-nailed) 4-8el 4-8el per railer be Incorporated Into drawings whether they are and roof framing. E 19%and of ASTM E 1886 referenced therein. d. Roof: LL=30psf and DL-10 par Ceding joist to top plate (loe-nailed) 4-8d 4-8d per joist _ Indicated on the plans or not. 12. Metal Dealing shall be provided were concrete abuts (R3g1,2,t,2 e. Roof with cathedral ceiling LL=30 sf and - Ceiling joists to parallel rafter(faceed) 7-16d 8-16d each lap ) B D Ceding joists laps ever partitions (lace-nail) 7-16d 8-18d each lap 2. The reference standard that win utilized In the design of wood,and wen decks abut home framing. a Exception: Wood structural panels with a DL-15psf 1/4 Joist _ Collar tie to rafter (face-nail) 3-8d 4-8d per tie the structure b the American Forest &Paper Association 13. Joists hangers required at all flmb structural load minimum Thickness of 7116 Inch and a maximum L Decks &exterior balconies: LL=60psf and fourth,Ma.. , Blocking to rafter (toe-nail) 2-8d 2-8d each end (AF&PA)wood fame construction maomal for one-and bearing conditions. open orb tint shall be permitted for opening DIrlOper 1/3 Joist 2"Mlu. r�I.� Rim Board to rafter(end nailed) 2-16d 2-16d each end two Tamil dwellings 1993 high wind edition 800-890. 14. All habitable ronin shall be provided with■ ate depth, Max. I< y m6 B ( P aggregate protection. Panels shall be precut to cover the g. Guardrails and handnits: LL-200psf depth, foist Rafters to ridge, valley or hip (face-nal 4-i6d 4-16d per rafter 7732)" THIS MANUAL shag be Incorporated Into the glazing of a mdnlmum of 8% of the floor area of that dupu+, Max. �� � Rafters to ridge, valley or hip (face-mad 3-i6tl 3-16d per ratter P B B g1euJ openings with Attachment hardware h. Attic without storage: LIr10 psf and DL a l0jaf 1/a Jolst drawings whether they are Indicated on the plans or not. room The minimum openable arca(ventilation)shall be provided. Attachment shag be provided m I. Attic with storage: LL=20psf and DL-10psf depth,Max. WALL FRAMING 3. Written dimensions shall take precedence over scaled provided at a minimum of 4%s follows; J. Seismic design category C t� ) ^r�v Top plate to top plate (face-nailed) 2-16d 2-16d per foot dimensions. 15. All door and window headers to be 2-2x10 unless noted Table 1609.1.4 k. 3-send 1 V Figur• 3.2e Solid own Intoe mrd rafter noteh6ra and boring limitsco To face-nailed 4-16d 4-16d louils-each side 7 Top Plates at Intersections ( ) 4. The contractor an lor prior to elof construction shall verify otherwise. Fa.lemer Schedule U)for wood plywood unmet: design gust wind speed of 120 mph. v J L Stud to slutl (face-nailed) 2-16d 2-16d 24" on center - Header to header(face-nailed) 16d i6d 16"o c along edges s11 dimensions,existing or new and be raponsible for 16. Vent dryer to exterior and bathrooms shall have Fastener Panel span Panel span Panel span W O Top and bottom plate to stud 2-16d 2-16d per stud geld Ill. mechanical ventilation where no window is provided on Type less than/ Ins than/ law than/ - Bottom plate to floor joist, band joist 2-16d 2-16d per fool 5. All electrical and plumbing shall conform to all Stale; separate switch. Equal to 4' equal to 6' equal to 8' ENERGY NOTES O Bull-up corner studs 10d 10d 24" on center local,county codes,and shall be Inspected and approved 17. Guardrails are required where the difference Ingrade is U '.10 \ , Built-up girders and beams, 2-inch lumber layers 10d 10d 7 metal<a/nn,� o o. no _ And each layer al 32" on center at lop and bottom by the governing agenda. General contractor shall be more Than JO lochs end openings le gunrdralts to be 4" 21/2"X6 wood 16" 12" 9" 1. The Architect certifies that to the brut of his knowledge, L W • m.m�,�., sea-� And stagger nails. Two nods at each end and at each splice responsible for all leatallallaas, materials,design,etc. (Inches)maximum. Hendroits arc squired on Bain with Screws or IOd belief and profnaiooal Judgement, the drawings are in J ons.,yre m 6. All footings shall bear on virgin, undisturbed soil with a 2 or more risers. (R316.1) nails compliance to the MECcheck report for the New York Z :a'••"'•h FLOOR FRAMING Q J minimum beading capacity of I-ton per square foot I8. Smoke alarm; Shap be provided In each sleeping room, 21/1 XB wood 16^ 16^ 12^ Sate Energy Conservation Construction Code effective LNL e,l -n 4-Bel 4 Bd per joist s- um.nm,�.i., sill to late or filler Toe-nail) p 1 - st,,,, se¢i. own Joist to p p 9 ( ) 7. Pound in lace concrete shall have an ullimale outside of each separate sleeping arca In Itis Immediate res/ea P P P B Screws All 3,200 O QC o. e,.ewes Bridging to joist (Toe-nail) 2-8d 2-8d each end _ I Blocking to joist (Toe-nail) 2-Btl 2-Bel each end compressive strength at 28 days of 3000 psi,except vicinity of the bedroom and on each story uritis a Thlr tsble b hoed oo a maximum wlod speed(3aecond gal) 2. All HVAC ryslenu shall meet the NYS Energy Code. It W `xol.•ear. Blocking to sill or tap plate (Toe-nail) 3-16d 3-16d each block exposed slabs,garage slabs and steps shall be 3500 psi. dwelling,Including basement and cellars. Alar shall be of a 130 mph and a 33-fool mean roof height. shall be the responsibility of the General Contractor to Zl U --��_ Ledger stop to Beam (Face-nal0 3-16d 3-16d each joist R402.2)Concrete shall conform to the latest ACI interconnected and hardwired to a comnmrcist source. , opposing ends of the wood submit the Dos n and drawio s of the mechanical --- - .WM. .,,dl>a/e• ( Futmen shall be ioslalled st o g Ig g Joist on ledger Io beam (Toe-nail) 3-8d 3-8d per joist Standards. WHENEVER an attention+addition or conversion Is strmlurst panels. systema stumped and sealed by a profnsiooel mgioecr if / Band Joist to sill or lop plate (Toe-nail) 2-16d 2-16d per fool Bend Joist to Joist (End-nail) 3-16d3-18d per joist Wf'►i � 8. Joist and Rafter Framing lumber shall be DOUG-FIR X2 made to an existing residence, the smoke detection s Where Screws are attached to masonry/stucco,they shall be required by the owner or building department. V or better, E=1.6, Fb=875 psi, repetitive member 1006 psi. system of the entire residence MUST be brought up to attached Wilizing vibration resistance section having a 3. All glass to be double insulated with LOW-E glazing and 1'� J -�-� FLOOR SHEATHING shall be attached will) a minimum of 8d common nails spaced al a maximum of 6 inches on ea When wed studs to mist wind loads Fb-1181psi code,hardwired mod interconnected.(8317.LI) minimum ultimate withdraw capacity of 490 pounds. a U factor=.35 commissiocommission.commission. 'y! em. v ^ panel edges and 12 Inches on center in the panel field- 9. Basement with habitable space and every sleeping room 19. The Architect shall not be In charge or responsible for v The Home Owner is responsible for attaching the plywood 4. All exterior doom (incl.Basement) to be imulaled with a WI LL Figure 3.26 Stud notching and buying limits shall have at lent one openable emergency eaeape as the construction phase of this project,and for panels to the windows and dean during a alarm. U-.35 maximum and they skull he weather-stripped- ROOF SHEATHING ATTACHMENT REQUIREMENTS B q Interpreting B g u8(tt'ARIrY9111114H ALL CODES OF - ---- -- follows: Minimum net clear opening of 5.7 square feet, Inter rello the construction dnwln , Building to CODE Self-chain and fire rated Jo � Maximum nail spacing for 8d common nails 110 (mph) 120 (mph) except grade Door openings to be minimum net clear and observing the quantity and quality of work being 2LThe architect bell not been reed for construction NEW YORK STATE & TOWN CODE V J Sheathing location' spacing at panel at Intermediate at panel al Intermediate opening of 5.0 square feet. Maximum sit[height to be 44 performed. The Architect shall not have central over or phase of this project Including supervision during AS REQUIRED AND CONDITIONS �I co J /2s IoLy WOOb T'1 P. Edges supports Edges Supports inches above floor. Minimum met clear opening height of charge of and shall not be responsible for the eomtractlon,contract administration,Inspection or SOUTHOLDTOWN ZBA W Q I*1 SI Oil &W-a •s+-tut Interior Zone 12'o c. 6" 12' 6' 12' 24 Inches,mimlmum net clear opening width to be 21) construction mean, footballs, techniques,and sequences observing the quality and quantity,of the work being ALL CONSTPUCTION SHALL - 16" o c. 6" 12' 6" 12" TiP HotpouJ 5�T' inches. (R310.1) or procedures. performed. r ' _ AENTSOFTHE SOUfHOLDTOWN PANNINGBOA M-V" MEET TH_ 5 i�rj g wlnl 5/B's OIJ yg.I Perimeter Edge Zone 12" o c. 6" 12" 6" 6" gJWoA 16^ o.c s" 6^ s° s° CODES OFNzWYORK STATE. SOUTHOLDTOWN TRUSTEES UJ NY S DEC 90 cl WALL SHEATHING ATTACHMENT REQUIREMENT_S___ TyP 2xq CERTIFICATIbN OF /71fo Maximum nailspacingfor Bid common nails 1 114'x 20gage-G185 'Y J 11/4-x 2g a NAILING & CONNECTIO 2 -FJ w H i t i F�qL 110 (mph) 120 (mph) Sao J 1114- x 20 gage galy. Strap with 9-8d �TE/Z-+J �'>"1-E , 5'rJr'S • fish, Strap with Bd / REQUI br Sheathing location spacing al panel el Intermediate at panel al Intermediate 9 P �, - galy Strap with 'r4-Bel ( Common nails In each 51M(Ot C� TyJq• Edges supports Edges Supports Common nails in each Common nails In each \�) End @ 16'on center. I J Interior Zone 1 Z" o c e" 12' 6" 12" End (dJ 16'on center. - End @ 16'on center.- Or at each stud Lep Nr.t L p l..R A +4 J 16" o c 6" 12" 6" 2" Or at each stud strap under bottom of l"1�r-IJP, (LEI.+ 1 SEc Ix�1 Wrap over rafter and sill and nail _ 11..4,3 19E1J 4' Edge Zone 12" o c 6" 12' 6" 12" 12 nail each side. 16" ox 6" 12' 6" 6' - n/ARJP1j 1. For roof and wall sheathing within 4 reel of the perimeter edge of the roof, including 4 feet on each side 5t30 ' of the roof peak, the 4-fool perimeter edge zone attachment requirements shall be used (-�A.3y IJAII. TO f jAr.-1� °I% 11/4"x 20 gage EAt )151L L gale. Strap with 7 -Bel 11/4'x 20 gage r�Pj i T� - , TYPICAL ANCHOR BO T Common nails In each gals. Strep with 7 -8dWx ��I�-� m or End (d1 16'on center. Common nails In each r -_ Ep•G N 51I-t- 3B'oc- - End @ 16'on center. - t minimum embedment of T mgth a 2q'oc. r neo Wrap over rafter end V F�s„mT 3'x 3'square washer. Hold 12' nail each aide. P mad each aide. / off comers and hold 4' to 12",JB Wil over rafter and - I each and of each sill plata. Roof-to-Wall connection Rafter-to-Ridge connection Cantilever-over-Foundation Foundation-Sill Dlate-to-wall connection No ceiling attached to too Dlate Roof-to-Wall connection Ride straps are not requited Aaao a,J E N PO L AJ A.&w-44 � o e- I-J rj l.- ^-T G.� When Exception 9 PI i p -t-le- -Q- ' Et-EJLtlor..l IJa,bt- • (,Jew When collar ting of nominal 2x4 lumber 5J v Fo ri 5 p�a r, p.rPR i2.=o �o l'o a 5P�-r-+S w G.¢. ry4-i Ft wpFl1 = ?.2�Ip W Located In the upper third of the attic space 77J4'x 20 gage G- 9 2 0 co.1,Je�?lo�l ,�1 I,,ro 6, And attached to each pair of rafters. 9 g 1-I 15 I-lo r.o01-,J AP PUC S onJ L7 Neil each end of collar tie with 5-8d nails 185 galy Strap with 7 "( 5G1 Ot;1,a. T wr 2.yzrs tear,mqs I 11/4'x20gage 1V4'x20gage J G�/a2/+CgE L-tALJLS s..l.� o¢ TN I S pea 4,a. -6d Common nails at galy. Strep with -8d galy. Strap with Co-Bel -- 1 (iAOE CoIJ�'� �� o Common nails in each Common nails in each --- II I',<iJocrj TI= 1 on center wrap SL�J F �i PiAs k � EDGF4 End ® 18' on center End @ Won center - under sill and nail Fj/�•i L T Goff TI J rJ a J 9 2r-� ?fJ-tI� Fol2 11 SPALIIJ Cat ,-1 yGr1-GrJ S r2R -r/hg LE T - .�.yj`j t t " ALb Dx TlEa.la2 ILT-rr Kwda,N yl7ps4,JPrAe T7r y.w�n 'fo9i I fir-7��-71�i Iloo9 , I, Q ,( T5'f'. - N/A-2. 5.rJ 04 I ( cJ�� G'Uj GJE 'rdO.G. f-IAIL qi QE�I+"'I�TCQ' ` iPIA1e4 b r v SLLI , [oJ I op- .ju , 'r!'n' �-r r-1 Gi �Ce�11J u1 I�A1-IFI. (=H EI.p rxT. I-:a-rev, a,aa. tJb4L. IJli1 TJ%u IN7 r'2-I zo'j.-I Tia 6.0 YJT 11/4" x 20 nails \ J galv. y /e,& F- IYZ VAWu Com Strap with e c 7/ar•'Mr-� VI�r2.r(ILAV 2xq Common nails in each J V WODY7End @IB'on center oM PLUMBER CERT/FICATIO29 gt0 rrq-i Z��Ip G LJ, II Slr'rPso'-I f-'IT512 N LEAD CONTENT BEFOL'v 1. 1IT•t Iq- lad �- 4I--, CERTIFICATEOFOCCUPAN Y �T EM4o.H Jolyl'L01:4<0 TSOLDER USED IN WATER Igr`4oGeoO�a.v (J>LUGIFoundation-Sillolate-to-wall connection -Cantilever over firstfloorF(OODZONEIt=tO �� P K§���NNO This _6N t�t� aroaF7% LEAD PLUMBING f'+, J' QbA '^'/ 4LY Ti �`,p At garage walls CO ODDAMIAGEPREVENTION WATER LINES NEED �lpvy L�f��µR o ; 4ff -( �f' ,\ Ew)I� A13 UG LL PLUMBING WASTE I rsJ, J o,s S OLD To E. iETING BEFORE COVERING sirTpsoJ 11 c.1 sr+l-I yl Jn,riiN�i uv = CoaA 6a. �B r...,sivaa ' `>ryKiLPteA eL 0m. 'JC,(W µ J'f'(EP- APPROVED AS NOTED ($6 Lf I' W/ 2), t - � -n L04G Ce I tv CIA co,k..elo �Zl sT,�,1Q ' SFS DATE: // -� B.P.t ' 1 7�aL } FEE: �6°a 3o BY: `n SAI-IOAIZrJ I,J ooIO GCcK Poa"] t'J -SAIL � 12CP1 7D (�E,.1l AL I��� .,��C A�V� / NOTIFY BUILDING DEPARTMEKT nl P�T� c� UPLIFT CONNECTIONS Np12 FOLLOWINGAINSECTIOS:wRnl jYL i 1. FOUNDATION - TWO REQUIRED • .. Q Some details may not I to this set of drawings 4 x Zo GPIiE � � � �^�r?, � Y apply FOR POURED CONCRETE 'm E' 2x4 cnauminl" �/ Stug ).tateel straps; ASTM A655 Grads 33, except whenOUGH E > > >> ete use G-185 GaIv. p. INSULATION 77 vu OS i 3 F j rloton,l e-'nl 6'o c. 2-10d Nalla Twe or Cc111Gahts End Truss In contact conn.egonrdetails on SCH-I Indicate uplift connections Cantil, 5?RO�� W/ 4. FICOMPLETE IORTIOOLMUST rn oo rare Ha��� SIn 1 MUST s �- i �LoO 2 arJ b G�f L IN 6 To transfer u lift loads from the roof assembl to the foundation. ALL CONSTRUCTION S '- -Io-aa Nana ENDWALL� - - - -_ �nlg'rS p y ,fj..$d IJAILl) I� REQUIflEMENT5 MEET ':N DIST Install at all bearing location in accordance with the details or YORK STATE. �< Install according to the WFCM Manual. E X1'1 p R a - TNp \�\ '�� �` I Iq g DESIGN A - > � A A J1 �R; �dfC` m Fin z ' - fid Cooler Nalb 0110"e.c.'✓ rC /- ° ' l It e", T �� i > - - - DLocuma The uplift connections for this structure was design under: UNDERWRITERS CERTIFICATE °. " f_ U)Lu t P, 90�. 2�y4"Block nailed to eaclr / �, / ' BLOCKING -� II 4 i' # a NZ 1- z rc'7 q .0 0o Exposure B category REQUIRED u ea T P• PRA e. v/ r b,ace with 4-10d nulls ,/ I ,r - _ - _ I I `L W IBS= p=o C,W,r a� J syn"""noun, 10-all Nalla� ` -- - - -- - - - - -- - U Usingthe WFCM 1995 high wind Editionprescriptive des/ n. �O 50L I� �b`''� e'2, r3'',y+ N ° '>r m g E v z _� q / �1 •° oc, In a 120 mph 3-second gust winds speed r-__j � ' - 20 IngoShnnJ SECTION A-A g g 1 yQ ' ��=�Q- g3 F ( 1 lid Cnolor Nolle at T"nc. IrS��- �] ` I /."1 TWI16 I-b1.t�ot-JIo Pr--,T�` ��u�S lullwa11 skid. rlr '�ICJA'Tr^V OR _. J Lo r4p,15!e0 I-,.loco A.00,2s p- 15'JE'I px rp-`JR2tSUNLAWFUL ING UNTIL SURV °PF- S I J f:'IWITHOUT CERTIFICATE 0 HAS BEENAPPm-EDN G Figure 3.6a Ceiling bracing gable endwall Figure 3.61; Floor bracing ondwall OF OCCUPANCY i 1 } I I , I F ii w I I Jwc, c -t Fist I I I —7 S I II I } � N { � � IZ'-A'i II ' gd ► ,,� � 2d �' � red NT x to F=J Ir 4°x3° I Ce I I CC 7j _ xU Q t I � p� �2 -�' I •� � i - `,Ju x � i Gy P �b � u -` J O61LF-2 C?)2 x(o o - NII ( f --- - /P c-,r;L r T - -- v` Cv Z x 10 44 " x '2a" �z r 11 I xI _ - T5/P r bEGK P�E� - col. -i FTS, p P C od '0 HA dn1GEI � - STS• � , � �I 2 �" x 24 "x (2n PTv o 2I GoNr � R ST ro i i ,4Y1F'uF/p 22x5 �E r�J(,_)Lo Sc-H-i Fol ' r`1� �� L 3 f-TCT /y ,L� in STfH� _ t I�E �Ic DE"�/=�11 _ , �-- Cji_j All Stab ! �9 PircH ro n�>�rs TYPICAL FOUNDATION wall ��� ❑ B'conpourcrete e wall footing, ting el ed x 51�� V - . 1 6'Conclele avail footlng,a#odor �y o PHO N 01-9 0W�S - -° - - 1?PrrrPrCofing,ll saw, 2-2 x 5 ite0 hi do �- 'r V —• Wales, 3111 seal,Termite Shield, _ J 1 Story. +1,V Q Won center G 9 4y �+ ❑ d ❑ n.+ ' / on center 2 KB• 2T on center I [r ❑ / I i� �\ 2 story: 518'®35•On center- I — I II -_--— / _f — —_ � .l G LtiS N O �- \�•- - '-------� " ' 2X8 nl AI LC-0— 0 minimum embedment of 7'wIN F to �� ( .� of x 3•a rsare washer. Hold 12• - o ! 4 3oL,.T To Frzw U+ _� off Doman�eHolea to,2 orf 0~CNZ w i✓/Zxz L'so each end of Wae. W W connections ~ Bearing wells. 'See dwg 6CH-1 � f�.�a.ED fI�CH „ 1.3'� Col on21-$ � Co'- ort ® — - - - t. Is .. Sim nFHo'y Hddowns wrol at comers of ells and doors and at building ♦;�' E�r p� Comers-Cee Wan and SCH-1 dale5sheatfordMWI 2a' �" I 1211, 2i1 1 11,411 I(o', 611 - - - - - -- -- — =---- - F. I I Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release I Data filename: A:\zoumas\cnergy\Doral IILcek TITLE: Doral III COUNTY: Suffolk J STATE: New York HDD. 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric I1 �- DATE. 10/14/02 COMPLIANCE: Passes / W Maximum UA=455 Your Nome441 �1 3.1%Better Than Cade Gross Glazing -_.. _..--...._. . -__ __._._ _ __. .. Area or Cavil Cant. or Dour 2- 2 x 12 Typ 2- 2 •r.12 3(y IIS aAl� Perim R-Value R-Value U-Factor UA (/ 1 Tye ff Ceiling I: Flat Ceiling or Scissor Tress 1376 300 00 48 ( � 1 Ceiling 2:Cathedral Ceiling(noanle) 100 190 0,0 5 4 %71 C o po Skylight I: Wood Frame,Double Pane with Low-E 4 0.340 1 - Wall I: Wood Frame, 16-o.c 2650 13 0 0.0 179 Window 1: Wood Frame, Double Pane with Low-E 420 0 340 143 i 2(zj I Qjll =9o12� vt1 _ _ - IZ � Zit IS �Jr _ Door l:Solid 41 0.400 16 Fluor I: All-Wood Joist/Truss,Over Unconditioned Space 1476 30.0 0.0 49 COMPLIANCE STATEMENT: The proposed building represented m this document is consistent with the �T -� building plans,specifications,and other calculations submitted with this permit application fhe proposed systems n I V q 11 I 2I II - have been designed to meet the New York Slate Energy Conservation Construction Code requirements When a ` I Q. Z-(y / 9 Registered Design Professional hes stamped and signed this page, they are attesting that to the best of his/her U knowledge, belief,and professional judgment, such plans or specifications are in compliance with this Carle. I' `V► � ` n a N cal cooro8 PW i � \ ,� I ! \ lel a n102(o q�yC ig� J0 /Z 30 N �A Jj(/'I N. PP.L,E FJ w./,tv Eit_ N n 24 � 5 w 12'-l01' III�4j1 U.11 Qt 1614° -9 - ( Fi _ E ,• ' GARAGE _ � , _ r - - Provide 5/8" Fire Rated ,rU 2 4 %S 4" N ��� - _ Gypsum wallboard on wells p _I -- M QEF IBd �. 0 - and ceiling of garage as per 11 Z(Q hAltfV i u a _" �- code sections R702.7 and -J �" 805.1. Were garage abuts - .I dwelling-use 5/8'fire rated LJ _ __ - �_ a-N l4 3� a9d I M wallboard on garage side � and 3fffire rated wallboard o - c,- �l IIL.Io cgcyfl �` 'r qo on opposite side in k IL v l , g1,t,oN -_ - - acccrdanoe with code _ b �ud �. 2 A 611 _ section R702.3 Insulate walls �J s - a SP4'e1 PL�+SEe Y-� E Q 6p' ,o 11 0 common with heated areas. �n �9 .�i at IT - \ � ,L py�eu - ,,,'as e-t n y1 N ISI fan 1�1 r1 V- GL / -7 J N �l tl = o° II fou W e � t( iso N ZITS -- it j1 II 6 • o .Q lig Zi 'O 2, o q�1-tl,-q '~ ����+° q" ISC q'I 911 3 14, 2 x 10 -J I �'I o c , . foil , 4d _ ,1 �DYG'12 , _ 1 _ 2x to FJ . ICD " oc N • 28 FIRE 1 _x ,tIT N tJ r2� � x � — `DO 9 - n . � 800 Boa U N 9 I�Ir 11rJ G� r a tiN N ,VQ� z c rr ' 2 . 2 ?cl2 = �, 2952 - Z COIIoG L. co V it u a " 3852 Pos t { 2><4 GJ ICo a� yWINDOWS - ` crozw- 2'y 110 , � - 1 I Z- - r,', 1 \. 7- Z - 2 X 1 O tYP Plans indlcpte Anderson -,I� W W�r _ _ ._ _ V" I _ _ model numbers, Provide .''�•"' m = �'` r y In 1 I d 1 ( t1�1 I Low-E Insulated glass with a i.z�*�'\ J t,,.C,�.'• QQa � II I u ,n O I, II Design pressure raOng.of DP ,.,,11 ~3. y p III 2 ro 2,0 �' 17 _ o � <_ a 4'� cr-,) a 0. Substitutions made upon „ a sf�b meeting code. Spee l d I II I d 1 q ' II I II en.notearrg.14,20for 2151, 811 13 , 2 II q - q. 8 c8 4 8 4 C m I � - -- ---- -- �-----� ode compliance t - r;r v-.c i; I ' N.{•S All multiple units shall have 75 1— 2 Narrow steel Joining material. 1- S �� I � 1A / L 14GLTCHT1141. I II l l4 6, RLL wi �oaw 1 000,2 /fEACtEl25 2. 2x to U, fJ .o . TYPICAL ROOF Class A, Asphalt Roof Shingles W/six fasteners per shingle 15 Ib underlayment felt Framing per plan with W Exterior Grade Plywood Sheathing-see (fastener schedule) TYPICAL SOFFIT 8" Overhangs - 6"Wood Fascia S 6"wood rake boards, cover in alum (opt) 1z It.ItiY»E 1'( Vented Vinyl Soffit 9 7-- Rafter uplift connections at all Bearing locations, ` TYPICAL EXTERIOR WALL 2 x 4 Wood Studs @ 16" on J 12 center, Double Top Plate, Single I�il sole plate, Y" Exterior grade Plywood Sheathing-see (fastener schedule), Tyvec House Wrap or •til equal, Vinyl or wood siding Wall-to-wall uplift connection at all bearing walls .See dwg SCH-1 I(�pleepit TYPICAL FLOOR '/," plywood sub floor, glue and nail as per fastener schedule Floor joists per plan , g per code-all spans " G(2' ISI TYPICAL FOUNDATION CONST. , INTERIOR WALL FINISH hL 8" poured concrete wall on 16" x 8" Provide'/"Gypsum Wall Board on Concrete well footing continuous ceilings And Walls except Exterior Damproofing 2-2x 6- Y basements& unless noted, / /,,, treated sill plates, Sill seal tel. Moisture resistance Y2" Gypsum 61AA-1 Termite Shield, Anchor Bolts as I� Board in Bathrooms, and fire per foundation drawing-hold 12"off �J` resistant gypsum board as per corners max. Uplift strap code. connections at all bearing walls-' See dwg SCH-1 'See DWG SCh-1 for uplift Details. Nailing schedule and general INSULATION SCHEDULE Q Refer to the MEC check v notes - compliance report within this set of ---- ---- -- plans or attached thereof. 12 % al 2f = 10 " J _ b 0 �( v h�� ,� Ilii Lvi, CL u II 1 li S y I 11 it q 12 q_ 11 •4 — _ _ 2� 92ccl, v'I 4'I v 121x ° 9 ' e D G . zX! 0 �2�'L NIC {,W1GN d ti/ v 6� cFy ® yCAA d N 2 A 20 Zfi(7 Hill 4? , Q tio o Gl ..-cl. _Q 310 3!fil 0 a d _ +p G�0�7 .r $�✓. V J r WI^. 4n Y�rJ �S L�� i� �I a 3 2 1 'I - M rZAIl NM Z c8 �" J U1 d] x1 FAQ I (/T - - -- _ o'nni i_souTF.oto ' x x n i 1 II -- d I II 7 � i n 4 1 II N ly l ?' '� �� ` � �0 2KK eRTc 11 4 A lz io ? b. 2 lq o qn LEI . . . [�n '! R+yc t.,v ToAll (o` . - T. _121 fpn, qtl. Ill,q" Fi q", 1, �1" qn I yp d0 411 \c G J I`n // °L N ti a l� I� (ti oZ i9 LLL/// 'j eoC a o K of 2xco too ofall 0 •p <�" q- N 1 N N / � i I i I U)RII1 N YwJ Iod 2 X 10 22 I Ifo "OG � 3�y 2 -ZN/e' \ _ I 2 Xq I 7 g16i as — -N - - rz4 � ae _ 8 � — 2 x 8 CJ1(o y dG ti ' \ cA 2 l� Cn �Ch Z W ----F--i — — I WINDOWS \ W W C71-- �/ Plans Indicate Andersen I i m 2 0 1— — model numbers. Provide l/ 1 r n Q UQ 0 i, Low•E Insulated glass with a 'l�0 I?j • 2 i I U I I it Design pressure rating of - = Q 117 DP'>O.,Substitutions made I� upon meelirlg 4,20 for I I /.-r� / it ` I I QII q ; 8" (o (_gir A!—all gen.notesill code. ILII/ "7 Code compliance j All multiple unify shell have - . Narrow steel joining material. 2�J �u2 HY1rA ; 14 40 -i/4"olio AL(. N,E.q�225 2 - 2 xIo yiN, G , — �.T ------- `+ fzle�E .iEJTJ. c�p FfyT �� — IZ I el TL— /'Eft IZ �L E VA ' g YN_ \ 12- Ll-f 2LlTjo Q — : - 12 / II ❑ - -- rev l Q' IZ �.�r u — I I � --__ - --- I - _._ I ISI � / �'• _ 2 Lill f✓I I FJ i 12 I� li �I o --- - - -- OC(DZ_ U W 1 7- C7 v REOA- 0 i /x ......905✓r '-�It ' I Go t _I�. - � ear � c, e v <+ -rro All V14 T/©� I+ dl I. 3" J�7i J1 Z, 211Tu3 L/W Vic_ 1 SNtuYz Tub bAV vNl W c- "k it - - - \ , 1 \ I 51nI1C. L^� WG t � / IaJ M 19WIS M. &547cm r Gv Co LVL � I - - 14 -� ,3 To AS, G,rJ./� U 14T I � r_ zI I - M TYPICAL ROOF -� Class A, Asphalt Roof Shingles I2 W/six fasteners per shingle 15 Ib underlayment felt , 0 Framing per plan with -- Q� - -- -- - - - -- a� 1W Exterior Grade Plywood -� / \ Sheathing-see(fastener schedule) TYPICAL 6"Wood Fascial&6"wood rake t 12" Overhangs i boards, cover in alum (opt) Vented Vinyl Soffit .--_f--•--- -- - -�'•--;Y:+�[1- ���Z\l� *t I t,)\ � `�b,�� ��- Rafter uplift connections at all • 11 T—' Bearinglocations, ' 8 F TYPICAL EXTERIOR WALL 2 x 4 Wood Studs @ 16" on I center, Double Top Plate, Single sole plate, %" Exterior grade - 1jt� � • I /Lx PlywoodSheathing-see (fastener I` GL schedule), Tyvec House Wrap or equal, Vinyl or wood siding •'V Wall-to-wall uplift connection at all bearing walls. ` See dwg SCH-1 1 i _ TYPICAL FLOOR — -:- -- - ------r --- .... ... �I — %" plywood sub floor, glue and nail as per fastener schedule W Floor joists per plan d W Bridging per code-all spans - TYPICAL FOUNDATION CONST 8" poured concrete wall on 16" x 8" ' Concrete wall footing continuous �� T brl y_w� �M Exterior Da late,, ing seal 6- l""l lit'"rfif`� I�Ln treated sill plates, Sill seal Termite Shield, Anchor Bolts as 9 i� per foundation drawing-hold 12"off 1 N - corners max. Uplift strap connections at all bearing walls See dvig SCH-1 �yy INSULATION SCHEDULE i h , Refer to the MEC check I`- compliance report within this set of plans or attached thereof (�Z W p INTERIOR WALL FINISH t / ,�1 ' -Ar7 Provide '/V Gypsum Wall Bo.,d on .�V&D ARC C j. ,51 _` _ f�• _ ceilings And Walls except CF5 r,P� hip `V basements& unless noted, .as= Moisture resistance G" Gypsum ram •^ >v v sAy = Q Board in Bathrooms, and fire resistant gypsum board as per ; ,y;-� -- --- -- -- -- --- _- - -- --- ---- .r code I - FF--- 'See DWG Sch-1 for uplift Details i Nailing schedule and general notes lFfi U1, dPlj ly'� S4 III'dll I�I� o,l 5-0 �i °II C°w6Le-asefblsuOL ssu�g 2CH-4 11 bLoAlgeq 9f eo welt otfosllsoea i — ` — bion _ 2lwbeou6Holgomua IN 3_W: 2s94ua msl12. .2es qNO OCH-J a " nbl!If agsb ouusfloue sf ell OW C Qn / eacp suq of seep all I blsfeM M — �j0C1Sc1 fi __ j W —� ti M\S S CFA�EK 'N -i oµCowsle suq polq V,.fo J&ott QN m G, 13�'r.L to �ISbw'£ 5 O - 3e x 9„adnewWIUIWnW GW msapsr H°Iq JSP 011,Nqfp N F S of LA m @ S3,oo esu GL- efolJl: 2\9.C� 3B� ou csufsL- I s afoa: ou CGU;GL g ' I C, I t (nyo • J 919,: @ 1s. 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