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30760-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30853 Date: 04/13/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2320 STARS RD EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 22 Block 4 Lot 22 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 1, 2004 pursuant to which Building Permit No. 30760-Z dated NOVEMBER 8, 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to LUISE COCHEO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEAT TH APPROVAL R10-04-0117 04/13/05 ELECTRICAL CERTIFICATE NO. 96324 04/04/05 PLUMBERS CERTIFICATION DATED 04/01/05 HI-TECH PLUMBING A h iz 76Sigfiature Rev. 1/81 S77?(LS � � G/� t_r. ror- Pt c le, v� Form No.6 TOWN OFSOUTHOLD -( d - YSTO BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY / ({ 1 , .,i This application must be filled in by typewriter or ink and submitted to the Building Depart t v/ith the fol�o,f / ;11i A. For new building or new use: k��; rp- I 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual nattwatvb topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shalt state the reasons therefor 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. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00 v Date. L / 0 New Construction: /s p Old or Pre-existing Building: (check one) A Location of Property: 3 go S-rA RS .J 1jux."o/✓ House No. Street Hamlet Owner or Owners of Property: LO V/ S E Cc c.4 Co Suffolk County Tax Map No 1000, Section Cza Block Ll Lot F g+ Subdivision MA6e 0r- v Wo a D>Filed Map. :53/r Lot:: _ /7 Permit No. 307A0 Date of Permit. 0t/ Applicant: ZOv.N.03 6A/✓raAr,11,Mcloe Health Dept. Approval: Underwriters Approval: X Planning Board Approval: Request for: Temporary Certificate Final Certificate: -_ 0 (check one) Fee Submitted: $ S..O 0 Gf 305 icant Signature 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. 30760 Z Date NOVEMBER 8 , 2004 Permission is hereby granted to : LUISE COCHEO 2190 STARS RD EAST MARION,NY 11939 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 2320 STARS RD EAST MARION County Tax Map No. 473889 Section 022 Block 0004 Lot No. 022 pursuant to application dated NOVEMBER 1 , 2004 and approved by the Building Inspector to expire on MAY 8 , 2006 . Fee $ 992 . 40 Authorized Signature ORIGINAL Rev. 5/8/02 w w w w w w www w Z Z Electrical Inspection Certificate 'Q Issue Date Electrical Inspection Service, Inc. Application N 4/4/2005 375 Dunton Avenue 96324C East Patchogue, New York 11772 Y� (631)266-6642 Issued To: Zoumas Cont. Corp. Street: 2320 Stars Road " Village: East Marion Zip: Town: Southold * Section: 022 Block: O4 Lot: 022 Contractor: D. L. T. Electric (L) Lic. # 4966-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool X 1st Floor X Indoor X Basement ❑ Hot Tub Residential ❑ Det.Garage LXJ Attic I] 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey Sol Switches Receptacles Fixtures GF/ Heaters A/C Fans -- r 33 40 36 5 2/3OA --A Dishwasher Washer/Amps DryerlAmps Oven Range/Amps Microwaves A 1/20 1 20 1 30 1 40 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 2 6 1 rq Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 X w� Bldg. Permit: Other Equipment f4:70>, 41 1 20Oamp panel with main breaker garage door opener receptacles 1 2O/220V well disconnect Hugo S. Surdi 1 15/22OV air handler disconnect President 'N Rough Inspection: 02/10/2005 Inspector: John McMahon III Final Inspection: 03/31/2005 49 Inspector: John McMahon III W M This certificate must not be altered in any manner. Inspectors may be identified by their credentials. W N e r w �► w � wssss Xk . SUFFOL,r�o Town Hall, 53095 blain Road W Fax(631) 765-9502 P.O. Box 1179 • O!� Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 307/ 60 Owner: L01 52. CAGjj E-O (Please print) Plumber: —c4 PLU Aj ,91"C— $lease print I certify that the solder used in the water supply system contains less than 2.%10 of 1°/o lead. �// (Plumberl Signature) Sworn to before me this day of �' 20ij. ' '� Notary Public, CountyS'i EPN'_N G. REMUZ3 JR. G7.-. :-CC,stctaolNnv York C - : .n TcSJJdkCCU nE+�lres.IWy31, (J 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ /ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ V FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `C( DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ vrfRAMING( ) [ ] FINAL [ ] FIREPLACE & CHHIIMNEY [ ] FIRE SAFETY INSPECTION REMARKS`: DATE INSPECTOR �.. 765.1802 BUILDING DEPT. INSPECTION [ IF DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR J j, 7�n�- 765.1802 BUILDING DEPT. INSPECTION [ � FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ','y"y"t DATE Oli 0 INSPECTOR -ICA, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING [ MIAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 30760 �. 765.1802 / 1 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [�] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE FIRE SAFETY INSPECTION REMARKS: DATE I �' OS INSPECTOR Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631 -208-3351 January 19, 2005 Town of Southold Building department RE: Zoumas Homes Stars Road East Marion, NY Permit # 30760 The metal Rafter to stud strapping as installed in the field on each rafter instead of the Simpson H-2 Wind load fasteners as specified on plans meet the New York State building Code of 2003.** C' r'si IA �7 Sincerely; Robert Higgins, AIA JAN 20 SUNRISE ABSTRACT LLC. P.O. BOX 199 SHOREHAM, NEW YORK 11786 VARIANCE SEARCH TITLE NO. 622-S-2137-SS STATE OF NEW YORK) SS : COUNTY OF SUFFOLK) PAUL DERWITSCH, being duly sworn, deposes and says: That he resides at 10 Long Bow, Wading River, New York 11792 and is over the age of 21 years and that he is President of SUNRISE ABSTRACT LLC. That under his direction, title was examined to the parcels of land described on the annexed Schedule and labelled Parcels A, B, C, D & E That said examination, dated August 30, 2004 discloses a chain of Title to determine if any contiguous property was owned by an owner of the property involved since the date of any previously applicable Zoning Ordinance as of 1982 and that this affidavit is made to assist the Board of Zoning Appeals of the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof . SU E TRACT LLC. Sworn to bef me this �C/ �ylFfday of % 200y BY Paul Derwitsch, President BARBARA UERWIISCN NOTARY PUBLIC,State of New York No.4800183,Suffolk County Term Expires March 30 49L-- a 0 07 DESCRIPTIONS PARCEL "A" (SUBJECT PREMISES) 1000-022 .00-04 .00-022 .000 All that parcel of land being at East Marion Town of Southold, County of Suffolk and State of New York, known as Lot No. 17 on "Map of Soundcrest Woods, Section 1" and filed 6/9/69 as map No. 5315 . PARCEL "B" (ADJOINING NORTH) 1000-022 .00-04 .00-023 .000 Lot No. 18 on said map PARCEL "C" (ADJOINING EAST) 1000-022 .00-03 .00-005 . 001 described parcel 10 acres PARCEL "D" (ADJOINING SOUTH) 1000-022 . 00-04 .00-021 .000 Lot No. 16 on said map PARCEL "Ell (ADJOINING WEST) Stars Road STATE OF NEW YORK COUNTY OF SUFFOLK PAUL DERWITSCH, being duly sworn, deposes and says: That he resides at 10 Long Bow, Wading River, N.Y. and is over the age of 21 years and that he is President of SUNRISE ABSTRACT LLC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. SZSE S�TRACT LLC. PAUL DERWITSCH, PRESIDENT Sworn tobefQpr me this r/ aFtk day ofi/L iGt� 2007 BARBARA A�DECRW SCNu�� NOTARY PUBLIC.State of New Yor!•. No.4600163 Suffolk County Term ExmrF- ^arr 10 1W.—2,�)u7 CHAIN OF TITLE FOR PARCEL "A" Robert Schroeder, George Dated: 7/5/69 Schroeder & Marilyn Schroeder Rec. 7/9/69 to Liber: 6580 cp 526 Theodore Schroeder ------------------------- Theodore Schroeder Dated: 8/2/82 to Rec. 8/12/82 Robert & Ethel Schroeder Liber: 9226 cp 131 ------------------------- Robert & Ethel Schroeder Dated: 3/10/03 to Rec. 5/12/03 Luise Cocheo Liber: 12250 cp 700 LAST OWNER OF RECORD CHAIN OF TITLE FOR PARCEL "B" Theodore & Robert Schroeder Dated: 7/5/69 to Rec. 7/9/69 George & Marilyn Schroeder Liber: 6580 cp 529 ------------------------- Marilyn Schroeder, surv. tenant Dated: 6/8/99 to Rec. 7/29/99 Victoria J. O'Sullivan Liber: 11979 cp 219 ------------------------- S;3 rt CT LLC. 1Sworn to before me this PAUL DERWITSCH, PRESIDENT 9tb—dayy of IMC-f-41 200 BARBARA DERW CH IC NOTARY PUBLIC,State of New Yarm, No.4800183,Suffolk County Term EialreS Marr: �O!Ye O U 7 CHAIN OF TITLE FOR PARCEL "B' CONTINUED Victoria J. O' Sullivan Dated: 12/22/01 to Rec. 1/28/02 Michael J. O' Sullivan & Liber: 12165 cp 781 Victoria J. O'Sullivan LAST OWNER OF RECORD CHAIN OF TITLE FOR PARCEL "C" Dorothy E. Cook, individually & Dated: 11/19/76 executrix of George C. Cook, Jr. Rec. 11/22/76 to Liber: 8145 cp 148 Dorothy E. Cook ------------------------- Dorothy E. Cook Dated: 11/18/88 to Rec. 3/3/89 Richard Israel Liber: 10810 cp 251 ------------------------- Richard Israel Dated: 5/6/92 to Rec. 5/12/92 Marion Woods Associates Liber: 11465 cp 114 ------------------------- Marion Woods Associates Dated: 1/18/99 to Rec. 2/8/99 Richard & Camille Sinatra Liber: 11944 cp 487 LAST OWNER OF RECORD StAMT LLC. Sworn to bef me this PAUL DERWITSCH Z-7t day of (J 200 BARBARA ULKGullour, NOTARY PUBLIC.State of New Yo;. No.4800183,Suffolk County Term Expires March 30 �.v2pU 7 CHAIN OF TITLE FOR PARCEL "D" Theodore, George & Marilyn Dated: 7/5/69 Schroeder Rec. 7/9/69 to Liber: 6580 cp 523 �- Robert R. Schroeder ------------------------- Robert R. Schroeder Dated: 10/7/99 to Rec. 10/20/99 Martin & Audrey Gensler Liber: 11995 cp 956 ------------------------- Martin & Audrey Gensler Dated: 3/12/02 to Rec. 3/22/02 Anthony V. Cocheo & Liber: 12176 cp 121 Luise Cocheo LAST OWNER OF RECORD STATE OF NEW YORK COUNTY OF SUFFOLK PAUL DERWITSCH, being duly sworn deposes and says: That he resides at 10 Long Bow, Wading River, N.Y. and is over the age of 21 years and that he is President of SUNRISE ABSTRACT LLC. That the above are true chains of title as shown on the record in the variance search made under the above captioned title number. S SE TRACT LLC. a; Aw4d PAUL DERWITSCH, PRESIDENT Sworn to befokp me this /e cA7 day of : 200 T BARBARA UEKBtHo—% t49TARY PUBLIC State of New Yor No.4800183 Suffolk County Term Fxwv , V7,- 3i1 3�?U FIELD INSPECTION REPORT DATE COMMENTS W l o FOUNDATION(1ST) x &ALJFOUNDATION(2ND) - z 4, ROUGH FRAMING& 10 PLUMBING U Vr INSULATION PER N.Y. a STATE ENERGY CODE FINAL �• ADDITIONAL COMMENTS I ((�� - 0 z X a • O o � z - 0 d � d � e TOWN OF SOUTHOLD 1 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTNIENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. 567402S> Check Septic Form N.Y.S.D.E.C. Trustees Examined /� � ,20 � Contact: ����tt�� Approved ll 20� MailPUM CONTRACTING CORP. PO BOX 361 Disapproved a,c 1A1pAnq p4"r NV 117n-- Phone: H 5 70 i Building Inspector �,;�•; — 2W4 APPLICATION FOR BUILDING PERMIT ` Date 0 0 20-TY 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 buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulctions, for the constriction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances, building code,hous' ode, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appA�e, Sration) Wading River,NY 11792 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Gel-JE RA L CONTR pr-rnlz dame of owner of premises &d&vY4 LyoG LOG 9c (as on the tax roll or latest deed) If applicantZ rporatiorif75Rnature of duly authorized officer (Na a t le of corpor officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be dg,4e: ��II S-VA KO A D 4,sr 1kA140 nJ House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Z Z Subdivision MAA o F So t/"O C^e-4 SE 04@MFiled Map No. S3/ Lot /7 ame) 2. State existing use and occupancy of premises and intended use and occupancy,of proposmWonstruction: a. • Existing use and occupancy n b. Intended use and occupancy �i4►Mro) r weda4 RNP /YA'a6 ReAti �° 3. Nature of work (check which applicable): New Building /Y Addition Alteration T Repair Removal Demolition Other Work (Description) 4. Estimated Cost JC 0.wo 0-0 Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front S'.a►b Rear Sol-6 Depth 3 S -fl Height 4,�2 Number of Stories a: JqXa.6 Re jL Dec K., 9. Size of lot: Front /01 Rear 109 Depth 199,Z 2- 10. 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: /N'0 13. Will lot be re-graded Will excess fill be removed from pr raises: YES /NOl C04#60 �M7.~AM.a L/ 14. Names of Owner of remisesv �Cyst Address Phone No. 4*7 7- 3 o6 7 Name of Architect .. Address Phone No �� 33S t Name of Contractor t, « Address peg lRgw ?.LrW - Phone No. 929- 457o 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE EQUIRED 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) SS: COUNTY OF_(�j f fVqQ _0 Aw,,y 1 S 2Nvvvtg-S being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (.S)He is the Co�{atp i.._„ 014„4, (Contractor, Ageorr Agent, pora�e�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 21v1 tPOLN day of /Ll L 20_Qy_ Notary Public Signat licant STEPHEN G.REMIIZZI,JR. MLIC,State of New York CME251965 CecGced in Suffolk Cou* LYmmisiwuEq�frsrtduhr3l, zr.u ) . LOT AREA = 20,570 SQ. Fr. , I f _ �,ti l o c �Z NOW OR FORMERLY COOK 3 �y S 10'48'30"E 109.00' FD >>co PIPE FC 0.2'S ° 0.4'W F Y �AN1� ° O+c (V CN N 30 _ 00 (O E FC 0.3'S t0 W m m Ir z W Z 0] � � O � J Z V p ;n 42.7' m FOUNDATION 9.8• N LTJ p 31.0 p 'CN N 20.2' 21.5' ^ Z On WELL p1 3.4'N f^ Z (n O o o O 2270. 1 7' FD N 10' 17'20"W 109.00' PIPE STARS ROAD 12-06-2004 FOUNDATION LOCATION THE OFFSETS (at oroa s) M*WN HERM FROM THE STWCIIMEE TO THE ?%NOW uxts ARE FOR A St'67eMID PURPOSE AND UK AMO NEPOMME AR MOT JOB No. 04-463 FILE No. SOUNDCREST WOODS xnvam TO 01WE THE 0=WN OF FUCM RETAPSW MIS, POOLS. PATIOS. PtAMTSW AMaM, AnOtf= TO ttunnxOS OR NV Oma CoNsn%cn°M. SURVEYED FOR UKMMl°MLO)ALTISRAOM OR AOOnm To TNM RUNlY is A NOtATM OF 9FCItOM LOT NUMBER 17 7M OF THE NEW MW STATE EMW M LAW. MAP OF SOUNDCREST WOODS SEC 1 M~TEM WOMTEO HOW *KL Mut OWY TO THE POtSOM FOR AMtOM THE SITUATED AT EAST MARION KW4W a PWM M AMO ON to WALF TO TIE TITLE OOMPAMY. OOAOM AMM Amer NO temm PlPffU TOM tM W MORONL AMO TO TMS ASSIMU OF THE LSMTMA NSTI UROK tMTAW EES ARE NOT TMwaFaRF TO AOOnwtft Setmmas TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SunEauoO OM EM COM OF THS SAWY MW NOT BMW THE L#00 SUNNIC 's RUM SE&OR SCALE 1' = 30' DATE 10-26-2004 EM§0R WAL*PLL NOT SE COMMDERED To ME A%NLIO TWE DOPY. FILED MAP No. 5315 DATE 6-9-1989 CERTIFIED ONLY T0: TAX MAP No. (REF oNLY) 1000-22-4-22 DISK 2004 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, t �Y NEW YORK, 11792 HAROLD F. TRANCHON JR. PENN. LIC. No. 21159E 631-929-4695 LOT AREA 20.570 SQ. FT. NOW OR FORMERLY COOK FO (/�q " a".cr4B`30"E PIPE FC e T!: 04 m 1YI —.�—._.._._..._- .. . FF 0.3•S b 72' 47• 00 z 49' 72. r- m 25.6 2 CE 42.7' O n 2 STY FR a DWELL 9.6• O .y W o LAR 31.01 d' ON h pu and porch od N 1* 21.5' N • 20.2 b) WELLN z 46.s' to O 56.3 ` ` 2270.17' ro 4- c.) .GT U I C_, 109.00' PIPE N 1(?'17'20"W NOM CES- yEF11c T LKaTOIS eY STARS ROAD z; 3-15^2006 F>!+K LorJ�T1a+ Q i6e1�R• rR vIMl1� ,2-06--2W4 r,,,.a,� now,.W. mm ,"" •6 Wr JOB f 04-463 FPE No. souN T WOODS 'rA 6"M wwj ws "a. W"M'1r6ia FOR & u16 ,e v comma nF w ' LOT Wiva" 17 •mwm•p�m ivwrrer�r vouua+ MAP OF SOUNDCREST WOODS SEC , an IN am=mum MARION Now IM& part m wa rw m goar 5111UT�0 AT EAST pllitr p u6an WID IM rc°K� '~r TOWN OF SOUTHOLD.porm SUFFOLK COUNTI. N.Y. 6p dr Wt 6rw pMrr M Mt wn awrsrm��°�A°m � I- = 30. DATE 10-X26-9� a �rra DATE 6- awm dr�pear i m s A Flip IAAF No. 53,5 DISK 2004 am womwo of TAX MAP No.(REF ONLY) 1000-22-4-22 CERTIFIED ONLY TO: BANK HAROLDLF� SURVEYOR JR. P.C. SUFFOLK SUFFOLK TIRE IpSUp W*lAE COMPAW P.O. BOX 61B ,B66 WADING R�YORK, 11792 AD WG RIVER. 631-929-4695 I0 . Lr-L12 IC No -E HAROLD F. TRANCHON JR. PENH SURVEY OF LOT 17 - - - - - - - - - - MAP OF 5OUNDGRE5T NOOD5 5EGTION ONE FILED LM q, Ig6q FILE No. 5315 Lot ,a W y E 51TUATE: EA5T MARION TOWN: JSOLMHOLD dwe11`ng S 5V1 T O�l� WVIR 1 1 , MY �(� o 1) 5URVEYED 02-24-03 +4Q"B. W910 1gg•23 �,f�FC v 1V r 3 r l PROP05ED HOUSE 06-21-2004 177 HEALTH DEPT. REVISION 10-15-2004 �� SUFFOLK GOUNTY TAX a 0 N 1000-22-4-22 SUFFOLK COUNTY DEPT. OF e1.31' test ; 9 HEALTH SERVICES tt R10-04-0117 9 '' e1.3' '' Q• Hole - _ - - - " p 9 LOiWCochW Chicago Tide inoeavx Compmy ��E- ' 0 Vacant $ o I U I � �` \p g F.p 1 •' fl I I ® Iwopo5e _ Test. Hoio TINe1.3,' co HcuI onold 5126!.2004 11 i b�„dm9 - - / ewe o 0 9 pr,e+ o Z II 1 I I t � 1, II fl v. /nO �_� die l l int] Ot 10 I WitM1 Y ICA lll� SUFFOLK COUNTY DEPARTME`1 OF HIZALTH SERVICES PERM%T FOR APPROVAL OF GONS7RUf:T`.ON FOR A SINGLE FAMILY RESIDENC* Jr:L'I NOTES: $ 4 d .S. REF s, DATE O . N0. a . g 2 N APPROVED o PIPE FOUND FOR MAXW;11 i OF �ABEDROOMS IIEXPIRES THRs E i EARS FROM !JATE OF APPROVAL t;jAMr� ONS REFERENCE SUFFOLK COUNTY TOPO MAPS 9 -�-°”` ELEVATIONS � •�• -'�5-• • ^= �� � AREA = 20,510 sf or 0.41 acres JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC SCALE I"= 30' RIVERBEAD,N.Y. 11901 mpoi Oro ----- - 369-8288 Fax 369-8287 REF.-Mp server\d\PR0S103_129. ro t Permit Number RESeheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSof[ware Version 3.5 Release le Data filename: D:\budders\zomnas\zoumas\The Brookville Model\1800 sf,energy\stars rd.rck PROJECT TITLE: THE BROOKVILLE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Fami1v HEATING TYPE: Non-Electric DATE: 08/06/04 DATE OF PLANS: 8-04 PROJECT DESCRIPTION: Stars Road DESIGNER(CONTRACTOR: Zoumas Homes COMPLIANCE: Passes Maximum UA= 380 Your Home UA— 378 0.5%Better Than Code(UA) Gross Glazing Area or Cavitv Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1700 30.0 0.0 60 Ceiling 2: Cathedral Ceiling(no attic) 100 19.0 0.0 5 Skylight l: Wood Frame:Double Pane with Low-E 6 0.380 2 Wall L Wood Frame. 16"o.c. 2159 13.0 0.0 148 Window 1: Wood Frame:Double Pane with Low-E 275 0.360 99 Door 1: Solid 41 0.400 16 Door 2: Glass 40 0.360 14 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1030 30.0 0.0 34 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with specifications.and other calculations submitted with this permit application. The proposed systems ha e�lp New York State Energy Conservation Construction Code requirements- When a Re " Registered Design signed this page,they are attesting that to the best of his/her knowledge,belief,and professional jud aq suc -+W specifications are in compliance with this Code. a Builder/Designer Date r � I r heck Inspection Checklist ork State Energy Conservation Construction Code -re Version 3.5 Release le —ATE:08/06/04 PROJECT TITLE:THE BROOKVILLE Bldg. Dept. Use I I Ceilings: [ ] I 1. Ceiling is Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ 1 I 2. Ceiling 2: Cathedral Ceiling(no attic).R-19.0 cavity insulation I Comments: I I Above-Grade Walls: [ ] I L Wall 1: Wood Frame, 16"o.c., R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0360 For windows without labeled U-factors,describe features: #Panes_Frame Tv pe Thermal Break?[ ]Yes[ ]No Comments: I skylights: [ ] I 1. Skylight 1: Wood Frame:Double Pane with Low-E,U-factor: 0.380 I For skylights without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes( J No Comments: I I Doors: [ ] I I. Door L Solid. U-factor:0.400 Comments: _ [ J I 2. Door 2: Glass, U-factor. 0.360 I Comments: I Floors: [ [ 1. Floor I: All-Wood JoisvTruss:Over Unconditioned Space, R-30.0 cavity insulation Comments: I I Air Leakage: [ J I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ( ] I Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated, the fixture must be installed with a I 3"clearance from insulation. I I Vapor Retarder, [ J Required on the warm-in-winter side of all non-vented framed ceilings,walls.and floors. I I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and senice water heating i equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ J Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-1. [ J Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds,gaskets, mastics I (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ 1 Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code, as applicable. I Service Water Heating: [ 1 Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 T or chilled fluids below 55 IF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts 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 1.5 100430 0.5 0.5 0.5 10 Table 2: Minimum Insulation Thickness jor HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant. 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 10 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) r� J//1 Tip, o�u.G coL�1J n � S - _ — A Ir�U-�7� J___� � 1 TYPICAL ANCHOR BOLT 1 story: Ya" @ 48'on center I2 story: '�:" 23"on center- minimum embedment of 7° f.� with 3" x 3' square washer � U '/'", Hold 12"off comers and hold -, FJCTEF2l�R'BA ENT U.J l v -pJ '( r to 12"off each end of each Sill plate, Uplift step econtraate walla and concrete bi 9 ��'�'� connections at all bearing See dwg SCHOns. ' stair, railings,guerdrafl.4ntl we , ale landing with 4'drain to Jt? Q •U v 9r't • 1 2-Lac fo _vv�� IT _ N 6p11>, ((ri' rI r dt r LL Provide 5I8"TYPE 'X' Fire 4 } —� - r^I� -f•,,,Jrq 01 Rated Gypsum wall Boalp Q- J T, above the furnace as per New 1111 Yak Stale Cade.LL I I� N J yJ TYPICAL FOOTINGICOL - Q 24-x24'X12't ick poWM p . (JJ IL4► W�p Concrete footing 5 3W fl 4'(yAr -71 I f_ 2 Diameter steel column. ,1 otl LOi �il 1/ (yi, Pl w (ti0'I �/ coLl'� W ��I,I'I U_ II J Q. - BASEMEN j N 51 � �t 4'cont. Slab installed in N T f I e-0 accordance with Section R508, p � lV r" Provide bridging as per code - -- 1 2 n U typical all spans. N - Z IW- Q v > I INFX AVATED 4'poured concrete slab with 8X8 10/to WUIM,on compacted granular fill. 2X8 or 2x10 treated nailer log a Pitch slab-/,fit to garage doors. - bolt.to frame with h' boles _ J At 24'on center with teco V Or use 2x2 ledger board. I z G'6 iJ �S I%(il�V 2 2 2 _1x12 2, _ x12 2 ' ? KtN (� Nz 1 _ — z K of O D DO - ._ . -_• -__ D D lit-- Pp W-Sf WWOM oM p Simpson PHD5 Hold-downs _ Ur V D _ o with 5/8'anchor and 14 SDS% x 3"wood screws. Provide at comers of garage walls and ' doors and at building comers- ,�'r>�'�© ' �4r��, G see Foundation Ian and SCH-1 I �? d'.q N - ap ! tt I a p I -oil l , r`�✓' tletail sheet for detail py�`yu iii _ TYPICAL POROH/DECKx1 y TYPICAL FOUNQATION FOOTING �•,4 In accordance with chepter4 of - 24'x 24'poured pier footing Naw York State Code. B' poured concrete wall an 18'x B' virgin soil for covered porches Concrete wall bohng, exterior I or 12'cont Pier for decks, Damproofing,2-2 x 8 treated sill r,�P„,f coal post-See detaikon dwp plates. Sill seal, Termite Shield.All �C7C_I �` sch-1 for detail and strapping- 2 ^� foundation walk n . G> N to extend to virgin 1411; uplift connections. soil and be full halght walls or L GiA R construct step footings as per code R403 1.5 1 it i 2(11011 _o 1 Framer to verify centerline of „1 window over sink with kitchen layout plan provided by Owner GLJ G1 (OO�p IJ ALL pra/�J-11�I �1 or builder. LI- � aP � 2 "x lilts ,, wl. � 31iY'r �n 31 p1 Y-�tjgH d (2&j 51-1 K- Factory Built fireplace inserts /1 u, � shall be installed in accordance Sl N ry A with section R7004 end metal �% U ' � P� "' r/�I 'fes FX f / � Flue shall be installed in , U) ' accordance with section R1002 It `I y of the Code. J 4-1,0 I J pal = h " 11t ri - - gyJr� It T to - -- F�3 � � o I_ ^� It oL TI2'c - L p ti J jL ~_ p�LL v xPIK V 1 v 0 i --- X ° - \21S X wx �- 9 NN 0 - ii 1 rr 11 I /Lrr U'r 3'r Q"rr �Ilr —9ylUa - X11 I �I'C' 11 ,{ 1 �T � 3 L x 11°E 4 vL 3'2 x I I' " wL n J - - 1 `I tii .W.1 3 J a rr// ❑ rn ❑ b' QXXX 1'' ---- r � � �. . �I I° p (Z Q O w � w ' ProviGA�Fire Rated Gypsum abo vvq. -r�, �I v J� e N -T) --- Yin l�) s�ppc r�'c \ wallboard on walls and ceiling of r-Far- Ir,cS iu garage asper code sections R702 and 80Were gaage nnI I 2 2,f 1Z abuts dwelling- use fire naiad sf(eSlJr�Nies 400 S myyode/(Hl�numbers. (be rs.wallboand an garage side and h' -3p5Z ' Z Plans indicate ANDERSEN fire rated wallboard on opposite I 12Provide LOWE glass with a aI=- 1 0' rzi_.� minimum design pressure rating V W z sectide in accordance with code _ W a,11 a`-'+' PORCH 1 of DP 40 with DP upgrade kit N LU K section with heated wags -1 rao-e- 1 Sl SubstFlutions merle upon •common with heated areas. -d- Refer to drawing dv+g-1 for N Z D¢ j (7.H Porch strapping 9! Q' g/4 � CF,7a.2 meeting NYS Code. See Z w 1— 9 N J general notes 9, 14,20 WC ,rn� = ut M 3. 2KID p}-Q1 - mC nV � p0 22 �n d ✓ ? p � d ,.� r� 2' K 7 wLJ HrJS gP1Jai.F'� .f4 '_� . � w (plrpll QI X11 t a 2c t ' a 44 NOTE: es noted " �-� 1 "1, -4'r yt' Otherwise, center all windows in rooms, center above fixtures, iI, 1 ✓I� and hold IS"off comers. � ' • /a1=�A', (030 51F / I S-Smoke Detector �'� :.l'{ CnZ rj r' C-Carbon Monoxide Detector Refer to gen. note N18 TJ 0 we, LAV 50-00 LAV TUFT W4, r • � a �n l� '1 ,SII r I2., � �-=_3n 40 WAA - GAV Wf, 5Mak. I-> -i C� �I I, '2u corrrt� Ft'�nal,IGc) �,Jt-T�r''�I 2-51MpsuJ F}.2 C-L.tpS oaf E ala r�AaT e2 �ST 1 PATI d C �ho�T GACA— PIA?Bss c111T TYPICAL ROOF , �I - oll �s f.�f"'II`�fi r✓ f2 f �rf�J Class A, Asphalt Roof Shingles, W/six fasteners per shingles Ulla it U installed per section R905.2 , 1 - �1� I.!?I,J r�I 7 lee&water shield per code R I Sh:oP c'�t_ct ".0- L V section R905.2.7.1 - ---I-- 15 Ib underiayment felt _ _ 2- T_x f 2 0�041E h/etil 1 Framing per plan with U %'Exterior Grade Plywood Sheathing�see (fastener 51 r IL l schedule-dwg A) 12 I n P lJ O TYPICAL SOFFITIFASCIA �j 9'Overhangs-typical 6"Wood Fascia&8'wood take. G' .I boards, Full Frieze boards-cover 'Lh°K 5� N�c� gArtl-I �R Fk 2 T� 'A"' • ' In alum (optional)Vented Vinyl 6 r 0 °c ,�I'( J Soffit, Rafter uplift connections- -all Bearing locations see dwg4 I„�lam" TYPICAL.EXTERIOR WALL •�VI 2 x 4 Wood Studs Q 16'on �; I Q center, Double Top Plate, Single 170 ' sole plate, 'A"Exterior grade - O qct 0 `�J - Plywood Sheathing-see ` (fastener schedule), Tyvec +r M N ,1; House Wrap or equal, Vinyl Or "Ip 0 l fall L wood siding,foundation-to-wall- "I p rafteruplift connection atall I _ dAl< c_L �f� N g� bearing walls. see dwg A RAIL l 2 tl .i tilZ. 2- 2x l0 1=I-J 0 ALT 5 EE �J I I rG�° I � 1 I o�T r�7 4 Q x € ISR (!t�'vG l K'� C. 0 iu z p�inGlIt 1� WFa Vllyb 'Nr111J �km c� I "Qc x 3tLritJ X12 J -' iti 3 cc t�E- Autl �, )^"J OI-I IiJ 1�1y1�1d TYPICAL FLOOR > > � > Gsa.11�5 %*plywood sub floor,glue and gmac,lI1 lu _J K¢ nail as per fastener schedule IT- \ Floor joists per plan qo — 12 pn VIII 4n fe, 13 Bridging per code-an spans TYPICAL FOUNDATION CONSTRUCTION %0040 PI.AT — —�� 2_ L zc 1-Z 4 _ l� S" poured c ncrete wall on 16"x �•l l .fit, '71,0 12' I`) n- 0 T poured concrete a wall tooting, ' Exterior DemPrpofing (section I 5% e p CfIG- —� W z Rage), 2-2x&treated sig 'Pae I-1 P 1— (/) LU W R 3v c I reg , plates, Sill seal Termite Shield, 0 4 I o — a a V N Z ~ z > M Anchor Bobs as per foundation W LV — = W drawing-hold 12'on comers rN 'y o • z m 2 C7 V o z max. Uplift strap connections at Q gEi all bearing walls-*See dwg 4 (2<'-ul' INSULATION SCHEDULE hIC4 fl�� 00 Flat ceiling R=30 S.f,r`-¢ 'I "yr,�r>A Vaulted ceiling R=A,9 Floor R=30 - I II L> ^a Walls 2x4 .R=13 Wells R= 2 � All gazingzing U=.3.3 5 ,�o r >:r Door-solid U=.35 •.,� I INTERIOR WALL FINISH Provide IA"Gypsum ll on ceillapC And Walls Board I� CTI I� `F y basements&unless noted, 11 f II r l,tom Moisture resistance h"Gypsum C+ck2 I - " G Board in Bathrooms, and fire J I z`- resistant gypsum board as perII,c /CIA P, I/q u, I T-1 71 T—I - I R✓ � n� IF-,j r 2 2/ _ iy Sky L. FR ? i2 12 E]- - soJc:iw u, ��� s� FFIi - 1 21 I.�. II - S4cpy 0 /-S- T I a IJ J - v -_- - - W J N N N N ~ Q ? ? > —Illy (A o K d' Df r --- .. W z UJ U W LU LLJ Z of co z TT— V ___— I — I �h•✓.•.✓ w'Via; 9 (A-) /`RAIZ rnMa•u AI CIINSTLt11CT'ION NOTES 20. Glazed openings in wind-borne debris regiuw Urns 22. lledign Load IuPornrallom: , Nailing SchedulA for lateral and shear connection requirements in Exposure-B$C 1 All warts shag conform to me 2092 Residential code of 10. No backfill shalt be placed against the foundalion walls within hurdcam prone regrow within one villa of The a. Ground allow land: 4S psi i� Number of nail spacing Y NEW YORK STATE, Lecal Building,Zoning& The until flat floor framing is lit piece or brace foundation mini man high water tine when boric wind speed is b. Rooms other Thso dttplmg; L1r40 reef nJ Description Common nails D1r10 f J moor sale, o; New York Slide Energy Conservation Conslruclblt 11. DonUle Juiata ander nnnllcl nartllloos rad under 110 miles per hoar or granter or 120 miles per boor,shall ps mdy 110(mph) 120(rol Code. ALL CODES shall supersede drawings and shall a 1161poais. Unable Gmw around all openings in floor meet lila requirements of the large missile Int of ASTM C. Sleeping nonce LL-30[Sind DlrlOpaf ROOF FRAMING 4-811 4.8d per rafter be lhcorro pled Into drawings whether they are and roof framing. F. 1996 and of ASTM F. 1886 referenced therein. e. Roof: LIr30hedralpof and Ding ryf Rafter la lap plate (toe-nailed) 4-BJ 4-BJ per Joist 12. Illegal flashing shall be provided were concrete nbols R30L2.1.2) e. Rauf with cathedral ailing LL�30psf and In Collin joist to to plate (toe-nailed) Indicated on the pleas or not. 8 P ( DlrI3 f Ceiling joists 10 parallel rafter(lace-nailed) 7-16d 8-16d eeach ach rah 2. The reference slndard that was utilized in Jim design of wood,rad wen decks abut borne hawing, s. Ezttpllon: Wood structural panels with■ P• Ceiling joists laps over partitions(fece-nail) 7-16d a-16d p the structure Is lite American Forest& Paper Association 13. Joists hangers required al all amb structural load minlmum'1'l,lckness of 7116 inch and m maximum f. Decal& exterior balconies: LIr60paf and I. Collar lie to teller((ace-nail) Card Pei lie DL-10 sf :L/4 Joist l) -, collar l to rafter(toe-nail) 2-8d 2-8d each end (AF&PA)wood image conslruellon crossed for one-and bearing condillogy span of S feet shell be permitted for opening P d opily Mas. �' g 2-18d 2-16d each end live fondly dwellings 1995 high wind Edition(800-090- 14. All hnbilnbit rooms shell be provided will,aggregate projection. Panels shall he Precut la aver the g. Guardrailswithout and l,age:IL a 10 par and' s/a mist 2"MINI, rel I Mirk Rim Board to rafter(end nailed) per roller burin of■allotment of e% orthe floor area of glint glazed openings with Attachment hardware h. Allis wllhoug storage:LIrlO par and DL 10psf dopes,Nlnn. �'•- V1� Rafters to ridge, valley or hip(toe-nail) 4-16d 4-16d P 7732).THIS MANUAL shall be Incorporated Into the g g z/a lobs- I 3-1Bd 3-i6d per rafter i. Allis with storage:Ltr29 f and DL�10 sf omdh, iAnx. Rafters to ridge, valley or hip (face-nail drawings whether They are indlcnled on the pilaw or not. sawn.The ndnhnum onennble area(ventilation)shard he provided. Allachnent shall be provided as N I 1/0 joist provided at■ minimum of 4% follows; J. Seismic design alegory C l dope,,Mem. WALL FRAMING 3. dirills dimmsiens shall lake precedence over soled F Iu designed gust wind n time wind speed art 19 mph or �/�y Top plate to lop plate (face-nailed) 2-18d 2-18d per loot dlmeminlls• I3. All door said window hcaden to be 2-2x18 unless noted Table 1689.1.4 W.r/ Z oinls-each side p •echadnle far wood nlvweod macer: design gust wind speed of 120 mph. W Flim• 3.2n 5uu,1 :nese J"lat owl r•flor notching and borh+d Honda Top plates at intersections(lace-nailed) 2-16d 2-i6d I 4. The canlraclor prior to dart of construction shall vatll� Year O Stud 10 stud (face-nalled) laid 2-1 Bd 24"on center all dimensions,existing or new and be responsible far I6. Veal dryer to exterior rad bathrooms shall have Type less than/ pmol sunt [noel sant Header to header(face-nailed) 2-1 i6d per c along edges mechnnieal venlltsOn where so window is provided oe Tyue less al oless Ihnl equal than/ 2-18d 2-isd per alud field ec ENERGY NOTES .O Top and hollow [tele to stud per tool S. All electrical and plumbing shall enfonm to all Stole; separate swlldu Equal l0 4' equal l0 6' equal a B' Bolton plate to floor joist, band joist 2-18d 2-16d P 10d laid 24'011 Centel local,county codes,and shall be Impecled nod approved 17. Guudnlls an required where the difference In orad Is BIIBI-up corner studs 1. The Architect certified that to the but of his knowledge, W BIIIIc-up gliders and beams, 2-inch toolbar layers 10d 10d by the governing agencies. General canlraclor shall be more than 30 Inches and openings In guudraiis to be 4" 21R"N6 wood 16" 12" 9" belief and profeslMnal Judgement,Ile drawings are In „ - ' Nail each layer at 32'on earlier at lop and isodose responsible fret•oil Inslallnliuns,malerinis,design,ere. (Inches)maximum. Ilandralls are required on dais will, Screws or IBJ z """1b"res"\r u,n°eau• And stagger nails.Two nails at each end and at each splice Shvt*complianceEnergy to Il,e MEallon natal for the New York - N,,,,°°>sr^�, 6. All footings dull bear on virgin, undisturbed son u�hh ■ 2 or more rivers. (R316.Q nails Slnle Ene Comervalion Comtrucliat Code effective s ars°1 - - , ndnimnm hearing capacity of 1-lot per square Poul. 18. Smoke alarms;Shall lie provided In each sleeping nom, 2111 Na wood IG' 16" 12" ray I Z •P,•°°„'r _ ,,,,,,.„I••,,,°I°, FLOOR FRAMING per joist onleide of each separate sleeping arca In the Immedinle Screws July 3'2002' O ars 4-8d 4-8d P 1 7. Poured In place concrete shall have n ullimate P I A J if r sh,Nn°cn•„ i"°'^^'""•'^ Joist to sill, lop plate n girder(foe-read) 2-8d 2-8d each end 2. shall b the system slmti meet the NYS Emmy Code.It Wi U �sun OI �s,s•' Bddging to joist (Toe-nail) comuressh'e s�rengle rel 28 days of 3080 psi,except vicinity of the bedroom anal on ash story of fie • This table is tined on• mulumm wind Spred(3-second guse Y pup110 s1ud Blacking to joist (Too-nail) 2-Bd 2-8d each end . of a 138 mph and•33-foot mean rest height shall it the resign and w the General Contractor to 3-16d 3-16d each block exposed slabs,gnrxge dabs and steps shall be 3300 psi. dwelling,Including basement vial Cellan. Alarms shall be P a anhmlt the Design drawin of the mechanical I Blocking Sri sill or top place (Toe-null) 3.16d 3-i6d L `um..ns• Ledger sl,ip to Beam (Face-Tele each just (1"402.2)Concrete shell conform to the latest ACI Interconnected and hardwired la a commercial source. F,gamen admit be installed al opposing ends of[be wood 8 -�.. ma"o•...rr• 3-8d 3 8d per joist Slndmds. W IIENEVEII all alteration,nddlllom or conversion ts structural pneis. system damped and sealed by ■ department.engineer Ir W �} Joist on ledger to beam(Toe-nail) 3-18d 3-18d per joist required 6 the owner or balldlwi department• V Band Joist to Joist (End-nail) 2 i6d p 8. Judd and Roller Framing lumber shell be DOUG-FIR N2 made to an existing residence,the smoke dclttllom • When Screws are attached to masonry blotto,they shill be q Y -- �-� Banal Joist to sill or top plate (Toe-nail) 2-16d per tool or better, F.=1.6, Fb-87S psi, repetitive member 1006 psi. q'deve of the entire residence MIIS'F be brought up to attached utilizing vlhnQan realelute vision having■ 3. All glass to be double InsutsleJ with LOW-E giddng anal '^ _( n ll Order ea MAXIMUM 11 v! }+ All SHEATHING shall be alta wllh a minimum or 8d common nails spaced al a maximum or 6 itches on When used m duds to resit h'Inna eves F�l 191 Proms 19. Tim Architect eel s" mud Imll noltbo in sharps orRrnunndble for • Th317.1.11) e home owner is rltimate ehdrew sponsible ferla"ta IninQ Ae plywood 4. U-a:l max doom(Incl. Dm•menf)to be imulaled wigs n W FLOORS 9. Bodement lit ll,least hoists tulles a every sleeping ( panel edges and 12 inches on center In the panel field. U'.33 maximum and they shall fee wallmwldpucd- shall have n" least one onennlds emergency escape m the eonslnellon pines of Ihie project,rad for [oasis to the xindaws and door during•storm. Self-closing and fire anted Joan were required. � n Fidnre 3.2b Blurt nolcldnd mel burbrd Ilndt• _ROOF SHEATI-ZING ATTACHMENT REQUIREMENTS - follows: dltaimom net clear opening of 5.7 square reel, interpreting Igoe construction drawing,Building to CODE V J Madmen nail spacing for Bd common nails 120 (m h except grade floor openings to be minimum net clear and eheerving the gnanllly nA gnnlhy of wall k being TABLE R301.2(l) J us n,cnnvacmrn.c1 118 (111111Q P ) performed. if be Architect state mol have nnh at over or Sheathing location' spacing at panel at Intermediate at panel el Inlennediale inching o e ogre feel. hinlmucr sill ening to be 44 I CLIMATIC AND GEOGRAPHIC MAG CRITERIA Q Iii- Vo Edges supports Edges Snppolts Incises shave flnF. Alinimnm mel dear opening height of charge of and shall not he resunnslble for the ya„d suaJECT TO DAMAaE FROM b•s .Id 1 � ) construction mane, nrlhods,leclad nesend sequences OROd110. eESIGNMMIC 0 1 underlay- v I12iIT "/9 j1 IIIeIIOf Zolle 12" 0.0. 6" 12 B' 12" 241111'IICe, mbdnwm net slier opening width la be 20 q ' q 9r10W DESIGN Froel llna Dulpn mol Flood " _ -�-1�� -I - ,yd.,y-r-• �Ir- IxaI 1G a c. 6- 12° 9• 12' twits. pr3ln.q or procednra. LOAD aPEED•('nPt+l CATEGORY' y+'••andna daPlh Armlb' Deary Lm n clad h..;Not Y (' 1 LU -I I I I Ito G SLJ CrLL ro MoD M•o II ms's S 1.10 �v/� 911,11 Boll + g• 6' Far 51: I pound per n;usre tom 0.0!79 kN/m I mile per hour I. knoll. `• © ? I syn r Pedmeler Edge Zane 12"o.c, 6" 12" „ CJ (I/ZII p�W�Q ' WALL SIIEATI IING ATTACI IMENT REOUIRE_M_ E_Pfl_5 all 1114' x20 gage-G1B5 ' Maxhnon null spacing for ad common nails 1114'x 20 gage / 1114'x 20 gage / � -� BDIv Strap w)Ih $ -Ori 110 (mph) 120 (mph) galy. Strap Willi '1 -8d / galy. Strap will, 4)Bit `/,) Common nails in Inch f Sheathing location spacing al panel al Inlermediale el canal al lul0unedlale Common nails in each Common nails In each _ End Q 10'on center. z.n n,a,s r,Ez -- -/ ---- - Edges suppads Edges Supports End ® 10' on center. - End ® 18'n center' - Oral each stud Lap 0,umi°r Inlet for Zone 12' o c. 6" 12" 6' 12" Or al each Wir'-TE strap under Whom of </ L� 12" 6' i 2" _ 012 par Ec,U I mill and nail. _ ENLARGE ELEVATION OF 16' O.C. 6" Wrap over taller end 5RE,0 BRACING PANEL NAILING12" IL nag each side. 4' Edge Zone 12" 11 8" 12" 8 4 011 N 16"a C. 6" 12' 8" 6 Via,fit // F 11 `Nf r NTS <.e& Rafter With H-2 Ties el each sh,emo„Pnl1,•. _ i imm�",u.,m 1+ 1 For too(and well sheathing within 4 deet of the perimeter edge of"he root•, including 4 (eat on each side � ,Z RaOer with 5-8d na8e In each w SIDS::.ow•,c+I _ or the root peak, the 4-foot perimeter edge zone attachment requirements shall be used. / FI AIL Tc I Egg,Attach Ties on OPPOSITE µ' n °"• r4rlix �1 'PG �F « 1.91mpson H-2 Tis N each 2, I'IISICNICfS felASpInNh 6111nBIC951a,I1 hCh•111Y"'hied of stillness Simi.:111111111111111 or copper Iooll:lg a3ns, I,••�,� / IL , 6Wea el QgJl'Ibc flslencls shall ticnclune Ibe roof -' Ei.� , Rader wllh 5.Od OnOe In oath t`YGfiI, Ems•shcnlhiugnudcomplynighASINII' 1667:;nm:.nu � minimum embedment of T vdlh of TYPICAL. n 'I _ L-ro 4c RAFfER TO WALL sxLPn Alanal 3'x3' equine hard 4, IIo112'of nnglouG uul.T " 2.1 11...11 rk e2 h•• f1L,,3o1_-( c Zdbc. ' off comas and told 4' 1012'off IT C C�•s(HFTf=T10N6 ftsr_ROOE 0,n.,,", •+ 2w ,�enrna,c c.<-feat.`r`�t'•r'-'( cacti and of each sill plate. • • SPANS LESS THAN *4' WALL BRACING PANEL - � 1 INRIDE•VIEW Inc - - - --1' ,�cJJa:'.fte•�"f - NTS s Foundation-Sill to-to-wall connection _ Rafter-to-Ridoe connection Cantilever-over-Foundation F txl� sty Jy( 2" cJ ____ I GyCd;Dj[M": Ridge edlapa are not requeed PLU14YER C-R-i, r+ ', JN 6 111 _ When collar Iles 0f uuudnal 2x4 lumber CN: LAS L'bNTENT BEFORE t 71, 111 Located In the upper third of rhe Allis space - CERTIFICAi� OFOCCUPANCY p gors '^ i 'warts I 11,4" x 20 gage G- ,,. ,�,•,r1 l ,yI.IYT ? 2ylo And attached to each pair of teflon. _ lglmxn aliab each / to m ro f 185 galy. Step with 5 ��� - / I 7 tN'x 20 gageOL IlF,li LSED IN WATER 20 gage i OIJ'1CVrIG,J 1-ET "' - " y Nail each end of collar lie Willi 5-8d nails l ,P6 OF-'r�^L -�_ „I z-'h'a nil.a"`I5 -ad Common nails at - PAI L TO J gaiv. Strap With (#dPL k' $'YSTEM CANNOT Calm Siren with I ac 16'on center map 61+A1� o(y Common nails h�E(O 7 10 OF l%LEAD. Common a _ _ End Q 16'on center. under sill end nail End ® 18'on c alt 4r Ekll EA I 1 510- ori A.T eAc-'4 ST•Ic7 a j OR 1 �� 11115 [nob ��_I+µ,Joenli'"T S,r°Jn PLUMBING IVVf Go�1TIJfJoJS > _ _ II l `�L tl�WATER LINES NEED I ?>`4I -(Il_1 � Fcvi2 ;= LL PLUMBING WASTE rrNNTNrTT' re.,(,7,1z ,30 y�JAe-laid C� E . G -t5';�-'An1GHo12 gok5f WALL BRACING PANEL - � 2d1'Ps"V. '^' _ is WITHOUT CERTIFIC TE OO TS EW �� yGlsWh P� T LS q �- 4Tweler� T 7nn(na pN7_5 " NTS rotex eal�e I Safi OJE I � � FLO- 3yfy __L J swvn•fuPa I ., ICoo°I , I, �} 4 o,L• 0^1 -1 PERIi-1�'(L'R � ALL CONSTRUCTION SHALL rlu�oo.4 r15' advNa.� ) j ,o•c-I r•l� 10A1-ICI. I'I E.I. aT C1 �� ° E �p nn f0 ( OI " f �I, t II �- pLY bJObd I'~ V �\ \ = MEET "-IE REQUIREMENTS AT THE _ --da- Tat 11/4'x 20 gage y y �purZ cvarl6� y son., oJaa + IAJ1'i�� _ CODES OF NEW YORK STATE. gely. Strep wllh 5-Bal COMPLY WI ALL CODES F i/-i��wr' }' vbo• `'p) I-lal'I.1?.01JTO'V b"-I� Commonnellaln�ach _ NEW YORK STIfn =f o f - 4x2 OAu'->G V Fif�l GA L Y-xtl End 18'on comer. o� CF'�TIFICATION OF AS REQUIRED D CONDITION OF lifz I ;° nP•.,,,,�.In.M' W 00V 'sTl fr-r g-1 Js1a S Su-IprroNJ rIT512 "�- -NAILING 141 CONNECTIONS DTOWNZBA , ( Y2" Nlvwaao rrpp„Vv 4,+1 I�r7'a-1 2,1110, e.. 1', 41• 12i1 I,a 1n I � • rod FfA•ll-S REQUIRED. _ I ' `i SP.E E t.F�✓�^i>� _ _ l-1 rlAl ^T e �� 11 ��15(. van's4 ES I,•J, -9+ovE Fe+e +JNI-J'J�' - 14'1an. a t 'IdL% S HOLD TOWN PLANNING BOARD 1 Iry sea, Jr�IC- IiE - 4 v - Loaie�vT 1. .4fi _II-� Z .q,H,ol.lpq 3l •\ �-••-a-11 -Sic nhse-to-}volt cflnnection -�anlilever over Tirst Roor Wall-to-Wall COnnPrtinli S TNOLDTOWN TRUSTEES P>LOC-I< 1sr1 C�.n,12p•vE PooK. 41 // 1'41.iw G,dc6 r.A,V At garage walls N. .DEC I i 0.R�;r1NG PANEL . 'I�_ l- l 10�ro L''/ -I-BJ rl 1J 1 �nJ �•+ �- - T _ �C2Y-Iso• -U L/ 7on�> \ NTS _ jAYJ ala I.1ccYJ Q o7 C b NOTE: �L,4"0y ILYR az� I 't I'D' ( AT _ I _ I r ,f I I __ APPROVED AS NOT NO PROCEED WITH This Detail also applies to the 1. �" ,u1' n',2 divan LGr P°y( I� �I^�a� 5�v�`� r rI �r �� '�(Z �T F-I(r� 6_1A I I- / a', RAMI UNTILSURL.D. LI/,1L•,,Id ,n.. FiM.u.PI uloQ �r ✓ f� � ���� D E'n' _ _ °,R'rr/ --9F -'�n� I h To the Wall between the Garage I. ON ,I,, A f 29"d° _1- GJ I-I t) I Ti P_ b�? IJ10 Lail LILILT Ni L.D. yf/r.+4 u.l 0.,d L S 1 "'_l - �7 Fcc DODrs. 1.1/ 2 x t - - / 1,Is Cit II I 19 CIA CV06.l•11� (�� / P. ' '- 6L., -dN: ', °AR"'=" N s �rl`ex Tp C�E.JEfL ^I- I-10M a PVVP_ HQR l Simpson PHDS Hold- ,' f _ 'v�ING ,s,E �onls, - DownWlth5/8" anchor bolt >�A,JpP IZI� bJ�oO rycK poRul �E (AIL I � _ � � ,�� � T� e�� UPLIFT CONNECTIONS NPOURE' V) RE . And CNW Coupler nuts I' ROUGH POURED c'. 'WIRE Attach to studs with I I Steel will coocrelas Grade 33.sA G 1E6 GAIv. Slmwinge " a. FINAL H CONSTRUCTION 1A m. H } ��� (r( LJ t FrI •`� Some details may not ■ ply to lite not of drawings 14 SDS I/V x 3' wood screws. ` Is knicklip hen 3. ISULATION ��p KIK . I _` 2x4 Cnnlleem,. "' P L_ Provide at corners of garage walls, I tatted balm m n•a s. loss or C.411so Joist i/� A Qo G�'eCONSTRUCTIONPLETE ORSHALL MEE ' And at building corners-see -__.; , Y i annda End Tam^ ALL BE COM / �r i -z ,o,l Il.,lis \ _ - - -- - - - - -- - Uplift connection details on SCH-1 Indicate uplift connections �W, STR,o4'> W/ � Foundation plan for locations / ii ;._�_ „- % � \ � r-Li NlJ0 r-EILIJ6 y+8d NaVe, I l REQUIREMENTS OTRESPODESOErJ TO IfAnafOr ljpllfl leads room IIIA rOOr assembly LO the relllldallOn. YORK STATE. NOT RESPONSIBLE F i \•1 - ->--= `` ENDWAI L1, - - - 'i ul STS IIIAIAIt et All UOarhla IoDellOn In ACCafdADCA Will, the llelAllA Of 4 e"o DESIGN CTION ERRO a I� int �✓ ~ 'J` � � k 7 C`J1116T9e- - IIIe IAiI ACCOrdhlg t0 (110 WFCM Mellllai. U l� - _ - REflSCEi1TIRCATf - .x , rf � in A A �.gmuua The uplift connections for this structure was design unfloa flECU19E11 ' ra 1 - Wo+ 5 5111 and ceebr Iran. nun-o.n" _fs, i /� 'pan oe_ Exposure B Category I ,�1�,�, 0 25 �' �; DLocIONo-< 9 Ing 110-mph 3-second ped wind speed I O W k/�'�� I� ��.b CQ n in / \ ` 2".4"noon,noll•J I"ranch- _ _ - I I , loace Willa 4-Jed w,ae �'.dl alp LJ seenan A-n Using le WFCM 1996 g wind Edition _ - _ U In 11 hl h D O S fc�lfi R . _ aeluum neem i �� I Thea d ffCct,let eel zn o,lrto slrml� ad Cnaisr ticlb rel 7".c. Jll rad llnlla \ \ �-( 'ja i��"fEn-IUR.. orcowiruclion wmw,m sllNlb 1 Musa of dIis [aided including 0 y; .:rJ I I-``(-I IL. (rte C,1 supervision during claIDs JAG 5?''1TAID 7A11TL1 Ne[*Ill ti contact TYF`ICAL HOLD-DOWN AT "f f 1!1]1//1 Gl/l,G n4Stffing ire q Iain or TYPl)ING CORNERS_ COMPLY WITH CHAPTER'46'• I(aerving the quall(g,ap N STO WtTEPI NTS Figures 3.On Co1161g hrociug gnblo ondWvnll Figure 3.gh Floor bracing oudtvtill ddnal of anewor 6ee``1I1(J,�� ' FLOOJ3:DAMAGE PREVENTION I�Erfnrmed, PURSUANT T SECTION 45-iC_ ' SOUTHOLD TOWN CODE. OF THE TOWN C00E`s` i PrU-- Applicant/ Date. Owners Name:. Reviewed: 11 $` . Architect/ Date Cagineer �bg�- Submitted: 11 4 . SCTM N: District: 1.000 Section: Block: Lot: Project �Q�;1 Subdivision Location: r Sigle&separate Required certtti,cation: Req r Req Zoning District COO (Lot size Actual: S 20 -+t�4- � Il.otcuvcraBc ���I'ruix�ced VI Rw' / Rcq_ ((=rant Yard U�) Proposed: v✓ I- (Side Yard S roposed: (RM Yard Proposed- Project Description: AGENIC]UERMITS Permit )TOR REVIEW Suffolk County Health Dept. New York State. D. E:C. Town Trusteecs Town Zoning Board approval: , Town Planning Board approval: Flood Plane Elevation??? Flood Zone: G Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/22/04 Receipt#: 4873 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#:4873 Total Paid: $10.00 U J C Name: Cocheo, Anthony V. & Luis 2190 Stars Rd East Marion, NY 11939 Clerk ID: LINDAC Internal ID:101412