The URL can be used to link to this page

Home My WebLink About31395-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31370 THIS CERTIFIES that the building NEW DWELLING Date: 01/03/06 Location of Property: 800 WINDJAMMER DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 4 Lot 17.26 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 19, 2005 pursuant to which Building Permit No. 31395-Z dated AUGUST 25, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to ZOUMAS CONTRACTING CORP. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0153 12/30/05 ELECTRICAL CERTIFICATE NO. 104162C 12/22/05 PLUMBERS CERTIFICATION DATED Rev. 1/81 12/27/05 HI -TECH PLUMBING Au orized Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 7110 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 a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L 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 - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.0''011 X Date. U I e� % /d � New Construction: ' 1 _Old or Pte -existing Building: (check one) `' // Location of Property: f7D L) i n ` /A" P. 0/7 -So -Tho House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section -7—q—J — Block 6 Lot t'7 Subdivision Filed Map. Lot: _ Permit No. 3139 Date of Permit. la rT)(2, i Applicant: Z", dot Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ � o0 G gc.(oV5OT co -E3)310 Underwriters Approval: Final Certificate: (check one) i Applicant Stgna ure Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 12/22/2005 375 Dunton Avenue 104162C East Patchogue, New York 11772 (631) 286-6642 Issued To: Zoumas Cont. Corp. Street: 800 Wind Jammer Drive Village: Southold Zip: 11971 Town: Southold Section: 79 Block:4 Lot: 17.14 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 X❑ Residential ❑ Det. Garage L7 Attic X❑ 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 36 46 32 5 2 3 Dishwasher Washer/Amps Dryer/Amps Oven Ranga/Amps Microwaves 1/20 1 20 1 30 1 40 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 2 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 % [ 1/20 1 Bldg. Permit: utner 1- grin Spec Outlets / 1- Garage Door Opener Receptacle / 2- 30 Amp A/C Disconnects / 2- 15 Amp Air Handler Disconnect -Wzc� Hugo S. gurdi President Rough Inspection: 11/10/2005 Inspector: John McMahon III Final Inspection: 12/20/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. LOT AREA = 21.500 SO. FT. 05-534 MAP OF HARBOR LIGHTS ESTAIM MAP OF HARBOR LIGHTS ESTATES SEC 4 SEC. I LOT NUMBER 78 LOT NUMBER 41 N 25'54'50'1_ 100.OQ' FD MON RE–MR o Ari Ari '' N N r ward o aA ^ �7 ( n o � 27.0' — aD 2 DmNF1iR r F9rorrl ' I o Z z brrs GAR ® d�Y , ' m 1S. . En / tss 1 w. \715 o MOM �t S 2554'50V 100.00' ino PROPosEn so ►aoE WINDJ"MER DRIVE 0 o R10HT OF WAY n in (PRIVATE ROAD) W z z � S 25'54'SO V 100.00' S 25.54'50"00 120.00' o: NOW OR FORMERLY 2 FREDRICK A HAROLD REESE V O N z NOTE-- CESSPOOL. SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. : r NL-ALTH SERVICES Z ;.::.::----""ORX FOR p1E DANE ;jai.'`ad in�Or 4~ by Oils PA. al w r s ami fou O arSaGda"FOR A&M IQF14 L!cF)lv00 & t o',tiu�r ------- —. _�_ _.-- 12-7-1005 FMiAL SURVEY wrqffar ar rfr ar awes w r* ,Clear fr• aw astir 4 Msa 9-21-2.005 FOUNDNnM LOCATION w[ 4r1 Ira womma noir war nra we room w m =.wu j AWs"w == &° "=w JOB No. 05-300 FILE No. 852 F Rmm AAM• Arrr w a a a w rias, aassafmm SURVEYED FOR THOMAS i JUDITH J. HEDGECOCK VWM� raosraa ar rwrt w wp 6000 r A Maar,, Or rL'aara ws OF wr aaw vem iris oaarasra LA qtr 0a9oa rwr mz wa. m far ay w 9f MAN no am 1w wwa * yp p wtt wG r a axwmmu iir STRIATED AT BAWEW AHOY Ar 1lowIIM �I�11. Aw r! _ �� W M r �wrt� f�wr� we �sr AY11ff11�[ w Am1s�a r+wurr TOWN OF SOUTHOLD. SUFFOLK COUNTY. N.Y. taw or wrwf w w fws ww wr umrsora � •x a � 1' = 40' DAIS 8-31-2005 mmm rn Cru or a ,,Alam w a A wr was arrr. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAI3 No. (REF OILY) 1000-79-4-17.14 ORSK 2006 INOMIS h JUD" J. 1EDGECOCK BANK OF AMERICA HAROLD F. TRANCHON JR. P.C. PECONIC ABS WT INC. LAND SURVEYOR P.O. BOX 818 -7— p r Jam– 1888 WADING WADING RIVER, ins+ NEW YORK. N.Y. LK:. No. 044M 631--929-4898 HAROLD F. TRANCHON JR. POW. LIC. No. 2115–E To" 1111, $3095 Mss Road P.O. Baa 1179 Soa&M. New Yak 11971.8959 BUILDING DEPARTMIM TOWN OF 80trMOLD CERTIFICATION Date: Building Permit No. 31 3C4 r Owner: ZoiMq 6041r4 ��ns (please print) l Plumber: �, - yr, k el `''" dvlq (please print) Fue (631) 765.1813 Wwhaw (611) 766-180@ I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. gal (Plumbers Signature) Sworn to before me this u� day of bla� 20 N , �0 Notary Public, - yT- County 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. 31395 Z Date AUGUST 25, 2005 Permission is hereby granted to: ZOUMAS CONTRACTION WADING RIVER,NY 11792 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WIHT ATTACHED TWO CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR at premises located at WINDJAMMER DR SOUTHOLD County Tax Map No. 473889 Section 079 Block 0004 Lot No. 017.014 pursuant to application dated AUGUST 19, 2005 and approved by the Building Inspector to expire on FEBRUARY 25, 2007. Fee $ 1,155.90 Authorized Signature ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ------------------------------------ FOUNDATION (2ND) Z) - -- / dL� - - - y ROUGH FRAMING &-- PLUMBING a y ,,L T,� INSULATION PER N. Y. STATE ENERGY CODE i v FINAL Q - — _ _ ADDITIONAL COMMENTS C S J t _ O 1 S W NOF SOUTH , v „o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] rNAL LATION [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / t Y DATE INSPECTOR Zf4 3/3�sz- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING/ STRAPPING [/ ]� FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION eVuwelrc. 4 Mom BE: l /r/L�-05- I 17_A r :j INSPECTOR r , 30SZ a/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE /0 , n -o� INSPECTOR [ 3)37 -5 -.7 - TOWN 139-5-.z. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST x] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION • N itorl � �I A-IZ�1` i I DATE f n'�®S INSPECTORA� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [] F NDATION 2ND [ [ FRAMING tif1 [ [ ] FIREPLACE IMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: � DATE �� INSPECTOR 3/3?s'Z, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [� FOUNDATION 2ND [ [/ ]� FRAMING/ STRAPPING[ [ ] FIREPLACE A CHIMNEY [ REMARKS:L ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION t - s i DATE d;4�� INSPECTOR -� I 765.1802 BUILDING DEPT. SPECTION [ prFOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR tom rN�DwF�� os -'o N J, 64.6S QS IQ. w COI 7%.'rV pZP' PT f p( MrS TF�"REE YEA:' 'S 1",5:11,111.? CF APPROVAL La O 4V 04 R�kGtoof c7p r 40 emrm- 1. ELEVATIONS ARE INTERNCEO TO AN AROYE9 OATOM Emm" 6 ATION3 ARE SHOWN TAS: IIN.O 2. INFER TO FRED IMP FON IEST HOLE DATA. 3. NNW" SEPTIC TANK CAPACRR$ FOR A I TO A NEONOOM IIOOi M 1.000 9AILOMs. .. rl TARO r', L0006 A'-3' TOE, r-1' OUP 4. AI W" LEACHING SYSTEM FOR A I TO 4 K ONOOM HOUSE M 390 q n SONN•AU ARA. 1 110¢x, it Ow. 6' AN. . Pawai EO wANNON FOOL � .� _ - (///a PK0F0Em ILM.IMC fWOI . =mq'Mm SOW TAR 6, TI[{p�LiNTM OF WELLS AO CESEFOOU lMONN MOWN ARE TOM MD .-OISEMFN7fOl9 AND/OR DATA OWNIM FROM OOIR9. ./ sw�4� Z'S OQ. TEST HDE-+ N f QO u 1 Q'110. �Y' 4 T O�y AV 46 w TEST HOLE DATA (TEST MOLE DUO BY u.,� n ( 09rs ON JUNE 13, 2002) T I0101NI KNv/ L91N a M ILWI SNp SY 11noR FFA: ro cDVME aWo R r R n To LA WO W UIMILRWF3D AImATot M NIROd TO THE 3110FEr N •VKN R SECRON 7400 OF TN YORK 3f X Oxx;ATION LW. OOP6 a 96 MAP NOT BFA/Ac M LAN FAO!p !AL OR E mem RN EIORL NOT BE OC NKNONED 10 E A YNSI TRU W W. CONMWgIM NErAm NFR01 OR: NM alsx m TR PR9ox Fog wUY TIE SLIMY N FWRNT6I, MO ON M6 ONIWF W M mLE aasNr aossNRIrAL A9DNY ANo LWp 1�p uNTm 1q(gLOAR�� MIOM CflRpgRnis W NOT TRTRONFRA61 INE OF OWN Mi. N EA ow !wwl9i 0. i At1: ONlF SNNtI AR 1KfT QMYMI®. SURVEY OF PROPERTY SITUATED AT EAYVIEw TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-04-17.14 SCALE 1"=40' JUNE 14, 2002 AREA = 21,500.00 sq. it. 0.494 ac. CERTIFIED TQ: PECONIC ABSTRACT, INC. ROBERT VAN MATER ANN MARIE VAN MATER is,?. 00,I Joseph A. Ingegno Land Surveyor Tdb &,,Ws - %WdMW*. - Sib Pb1n - C"Wkwbm Lcs l PHONE (931)727-2090 Fm (531)727-1727 ORR;fS LOCATED AT ALAEMO ADDRESS 13W ROANOKE AVENUE P.O. B" 1931 RhOWEM• Nn YarY 11931 RlrMteOO. N. York 11901-0865 T LOT AREA = 21,500 SO. FT. 3 O O N 0. ko 0 M3 1D C: 4 (J� IV MAP OF HARBOR LIGHTS ESTATES MAP OF HARBOR LIGHTS ESTATES SEC 4 SEC. 1 LOT NUMBER 78 LOT NUMBER 41 oQ�W1 r y w� 12 N 25'54'50"E 100.00' FD MON RE—BAR ` 262005 w � rn J m H � z 4 N a<O Z FC i.a'N — U W N IV W m 43.7'El j § to —27.0' (Z 2 13.5— FOUNDATION C' I : Z o II ul z a 14. m o 1.2 t).8 n c 1 1 �y� IL Fc MON l\; ,/�' (`)✓li1T,�c� S 25*54'50"W 100.00' CC l/Ti1 _PF 50' WIDE WINDJAMMER DRIVE cc RIGHT OF WAY m (PRIVATE ROAD) Z Z S 2554'50-W 100.00' S 25'54'50V 120.00' J It NOW OR FORMERLY 0 FREDRICK & HAROLD REESE o V N Z 40 M Q O vF U] Z aE w—mm (aR mmmm" Ws mo nor DE Rll mm m M nolmlt 1!O AM NPI A NEWC FANPW NO UNC NP MOM AM Mal KMNM m OW rS ""''III of A9M toxo W"A roolR FaM PMMii 4m ANolR m suE OR NN' U*M CORIrCML umonmam M30mPN oR NORM m DO saw N A %DAMN or mamm 7m of M " vm wn tlmm UP. GmRw M mm m 1m m !MALL INN ffim m M nNiol ni ilor m ano o pW M NP or NE MW m DE MW COWW M', WANG M AMNW MM U r #jjVM= Uo® MSL NP m M NN M O TIE poli @MOAMM SMM= AN liP T @WMPKE TO A00"=K 90"RMM aR lumulaw aR Cam W TNN PAlNiT Wr rW MWM MUNE iiN'AK1 NN®'EL ON 0� NPI. S&L lir t ommm m t A ma =a Carl'. CERTIFIED ONLY TO: N.Y. LIC. No. 048992 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E BRIGANTINE DRIVE 9-21-2005 FOUNDATION LOCATION JOB No. D5-389 FILE No. 852 F SURVEYED FOR SITUATED AT BAYVIEW TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. SCALE 1' = 40' DATE 8-31-2005 FILED MAP No. DATE TAX MAP No. (REF ONLY) 1000-79-4-17.14 DISK 2005 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, iT792 631-929-4695 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followin before applying ? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO.�S- Check. Septic Form N.Y.S.D.E.C. Exammed , 20_ Contact: ZOuMAS CONTRACTING CORP, Approved 20Mail to: PO Box 361 Disapproved me _ Wading River, NY 11792 Phone: qa- LIS 70 '�,'ML %- Building Inspector J APPLICATION FOR BUILDING PERMIT Date i d . 20o 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 b} 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 Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with ail applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 7_).,^a-) C14irac T.Ns " . (Signature of applicant or name, if a corporation) P0. gex 1J)/ /17901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises If applicant is a corporation, (as on the tax roll of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License N 1. Location of land on House Number 3o6a proposed work will be done: deed) Hamlet County Tax Map No. 1000 Section % Block 4 Lot Subdivision Filed Map No. Lot (Name 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building__�Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars (to be paid on filing this application) Number of dwelling units on each floor 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 Dimensions of entire new construction: Front S '7. a Rear S 7. t Depth ? Height Q J Number of Stories 2 9. Size of lot: Front I Do Rear I D 0 Depth 01 ' 10. Date of Purchase W J -6V Naive of Former Owner ✓ A �. I 4^i 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: P6 13. Will lot be re -graded. 14. Names of Owner of Name of Architect Name of Contractor Will excess fill be removed from premises: YES C,v .( o• Qo 10 wcj•+ Phone No. 9 ot 14� . P eW Phone No We,— y y.rt ! 'Phone No. " 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) :�0 hn Za, /h 0 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 4{ of e u 20 �1 Notary Public PaTr,!clti F!oa�lsosu Noiry public. S[aca o£',; .,. � nrtt Suffolk County No. 62-a ,. -3o R8 Canmisslon Expires Maren-!�?yg� Sig -nature of A�p�t Town Of Southold P.0 Box 1179 a°2Aaroru—ii r 3:8uo±0HAv-'+&!gdWd 5X: bUM°WnAaF#c/cm? igwltw"u_r of+6-o�%/a#�> ***RECEIPT*** Date: 01/19/05 Receipt#: 5156 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3425 $10.00 1 1 Septic Permit - Construct - Resid. 3424 $10.00 Check#: 5156 Total Paid: $20.00 Name: Zoumas, Contracting Corp Pob 361 Wading River, NY 11792 Clerk ID: LBOHN Wj Internal ID: 3425 Applimt/ Date. Owners Native:.._ . ArGhitecU Q�te. Citgineer:. __ Submitted: SCTM #: l7islrict: �aoo Sectia(t: !3{ocf:: 7 Lo(: ._1 7P 1'rojcct } q Subdivisioi' . . LocaflOW Single R separate Required cemocatjon: e No Req. i1cy. � f% / Ztttting 1)tslri_ (t of slzc: Aqual: f (Lot covcrasc OCA _ p.rot�ciscd // (Frons (Side Yard Proposed: j (Rear Yard Jb Protwscd Project Description: RE QUTMD FOR RITYIE N.A. NO YES/ Number Suffotk County HealthDept. Naw York State. D. R C. Town. Tnwtees Town Zoaing Boatel approvaf: Town Planning Board approval.' — l Flood.Plane Elevation V? / Flood Zone:NW;I v a 0 • (n�27 des DATE /� 17.1 + 1-7•2-y pR,QPC-RTY MAP NO. -y_ - MAP COORDINATE NOS.I7g DEED RECORDED IN LIBER (2� 35_ � —PAGE — SUBDIVISION NAME OR N0. MAP BOOK PAGE BL. LOT REAL PROPERTY TAX SERVICE AGENCY SUFFOLK COUNTY CENTER INDEX INITIAL RIVERHEAD, L. L. N. Y. "Do' SKETCH 102 FORM p ANCNOR LA 12 10 h 13 ti 34 i 265 172 .6 17.26 67 ASSEMBLED & RETIRED 1000-07900-0400-017014 1000-07900-0400-017024 �RREEPL4CED BY ./ 1000-07900-0400-017026 D E C E VE JUL b L0005 10 BOARD OF ASSESSORS TOWN OF SOUTHOLD OWNER: 17.26 ZOUMAS CONTRAGTRdG CORP. BY GEED 12359 178 12,7105 RESEARCHER! PLOT T ER—_5..-- DATE_ CHECKED BY RPTSA Form 101 ?l �- _4_ 4 .Y`TOWN OF SOUTHOLD PROPERTY RECORD CARD nOWNER /n `� STREET VILLAGE DIST. SUB. ACR. '7 REMARKS -K 21 + TYPE OF BLD. PROP.CLASS � � LAND IMP. TOTAL DATE 1 @O O ycryl ZL?G +` -�„)�9`,Z�Q- �`%11-Pv6c.�-c{ r4ecse �'est -G4I rHkEl- 4.F iL - Z3S9 sc V of i SFS Gotm � ue FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD I WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT ROS j - LQ} iE6 1 ck0' �r ACR. '2_3 REMARKS 7 , 10 i ! pt f TYPE OF BLD. /I PROP. CLASS LAND IMP. TOTAL DATE -7 `J -(0,W-0q 12 3 ) /641 we FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL F 4t,N'a oR LJ ol k °'" �W Qo oz 4`P 0S.7 O+ `fir"`tk cb� / W Aye ff I a 4e 40 lb ' /Q' 4 �q 3 TEST HOLE lfdT.1� y NW6q OS, B* i, O 10' 10. E r W o � 3�. 1pLKCot ?-"1T fay;?' F [N"::�'1 od +. ,:..'1`f3:i'�•i2viC � ` �a b w IRMrs ,L3i�rRy � 00 QJJS Lrc. rt- �,-7' min 2 ,e;< h yam/ •Z� J RO ED• 00 • os a4 `7 T`":Y;.'i(."e'iJt'y+�, . •Po0. p>(piFES TETiUE YEAPs T'Rr.) ^.A TIAL[ U, OF APPROVAL r� v MOTRA, 1. ELEVATIONS ARE REVERENCED TO AN ASSUMED DATUM EXISVI to ELEVATOIU ARE SHOW Tft 100.0 2. REM TO FLEO W FOR TEST "OLE DATA. 3. NORRMI SEFM TANK wACMS7 A 1 TOW 4 BEDROOM HOUSE n 1.000 0 - A,TMIRY'67 4'-3' WME. rEEP - D 41. Np,RLULF SYSTEM FOR A I TO 4 BEDROOM HOUSE IS SOO p n SIDEWALL AREA T Pa91a' "DEEP, R• Aw pawasp MAISON Peal l _ P001� lfiLLlRllfr FOOL SUFIC TAME . '6.,iK.IDGTRM OF Taus AND tESSFOOLS SHOWN NEIlC11 ARE rpm FNID L:.', • i -� TOFN ANO/OR MTA MM" FROM MERL rod ^e " �R•08,10. W TEST HOLE DATA (TEST HOLE DUG BY MCDONND CEOSCIENCE ON JUNE 13, 2002) P NM BIIOFaI savor UMA a 1' EO.n Loner SnMO SM 3' sono FeIE ro ronT.E 340 3w u' ROM.' DNL TO EDIUM WO v Ir TO THa nm IL1mn,MM an lloanox SEmsuMrana NEWYORK 9i.CIRN 7M OF THE NEW raRl Sfn1E EauanoN ur. COPES a M5 SUR4Ey MN' NOF BfnPFF TIC LAND RUTEIOMR RRA 9W OR O'SKESED W� E w1NAa NPrO 'E D mTEA:ao1a NRGTm LE]Ea11 save RUN OKY TO TIE PF11140H FOR R"OM THE SUMAN Is MMPMRAM.Y 6 Oi TO THE W� TUep1 CBI= WAYR:END"U E gqTW OF INGHT /OII EASEYB6S OF TOF M $ AMU, NO, 1110011 ARE MOT OWRMfR3D. SURVEY OF PROPERTY SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-04-17.14 SCALE 1"=40' JUNE 14, 2002 AREA = 21,500.00 sq. ft. 0.494 ac. CERTIFIED TO: PECONIC ABSTRACT, INC. ROBERT VAN MATER ANN MARIE VAN MATER Joseph A. Ingegno Land Surveyor TRk Santo - SubdMMom - SI. Pla- - Corwblctw LMy PHONE (931)127-10]0 Fax (631)727-1727 OF" E5 LOMTED AT MQNO ADG335 13M ROANOKE AVENUE P.0- ea. 1931 RNERHEAD. Nn Yak 11931 RlreAmd. N. York 11901-0965 SUNRISE ABSTRACT LLC. P.O. BOX 199 SHOREHAM, NEW YORK 11786 VARIANCE SEARCH TITLE NO. 622 -5 -2221 -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 & F That said examination, dated June 1, 2005 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 1983 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. The liability hereunder is limited to $25,000.00. SUN SE ABSTRACT LLC. Sworn to before me this z,(A�day of 4-7t.,.r[,._j 200 0 BY Paul Derwitsch, President �! 2AR$ARRA UE I',S',- ",� ..;1' PUBLIC. State of New'. f i. a. 45'00183, Suffolk Cuun`7 Term Expires March 7 Title No. DESCRIPTIONS PARCEL "A" (SUBJECT PREMISES) 1000-079.00-04.00-017.014 All that parcel of land being in the Town of Southold, County of Suffolk and State of New York, being a parcel approx. 100 X 215 on the westerly side of Windjammer Drive. _ PARCEL "B" (ADJOINING WEST) 1000-079.00-04.00-017.002 lot 78 M/O Harbor Lights Estates at Bayview, Section Four. PARCEL "C" (ADJOINING NORTHWEST) 1000-079.00-04.00-011.000 Lot 9 M/0 Harbor Lights Estates, Section One #4362 PARCEL "D" (ADJOINING NORTHEAST) 1000-079.00-04.00-010.000 Lot 6 M/O Harbor Lights Estates, Section One #4362 PARCEL "E" (ADJOINING EAST) 1000-079.00-04.00-017.017 large described parcel south side of Windjammer Drive PARCEL "F" (SDJOINING SOUTH) 1000-079.00-04.00-067.000 described parcel approx. 100 X 215 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. SU= -SCT LLC. P{{A''/UUL DERWITSCH, PRESIDENT Sworn to before me this DPW day of 7 "-1�4, 200,5 • � PuBLiC �s;. DEED Meadow Point Properties Inc. Dated: 2/14/64 to Rec. 2/18/64 Frederick & Harold Reese Liber; 5501 cp 199 (each 50W) covers all parcels ------------------------- CHAIN OF TITLE FOR PARCEL "A" LFrederick Reese (all his 50W) Dated: 4/27/99 to Rec. 4/27/99 Gay Reese Liber: 11959 cp 711 Premises and more ------------------------- Harold & Gay Reese to VM Holdings Inc. VM Holdings Inc. to Zoumas Contracting Corp. LAST OWNER OF RECORD Sworn to before me this qday ofa""ci 2005 Dated: 12/2/2004 Rec. 12/7/2004 Liber: 12359 cp 175 Dated: 12/2/2004 Rec. 12/7/2004 Liber: 12359 cp 178 SS STRACT LLC. PAUL DERWITSCH, PRESIDENT CHAIN OF TITLE FOR PARCEL "B' Frederick & Harold Reese Dated: 9/4/86 to Rec. 9/25/86 John P. Jr. & Kathryn Devine Liber: 10132 cp 399 John P. Jr. ------------------------- & Kathryn Devine Dated: 2/26/99 to Rec. 3/12/99 Steven & Ann Marie Alluise Liber: 11950 cp 801 Steven & Ann Marie Alluise to Mark Ghuneim LAST OWNER OF RECORD CHAIN OF TITLE FOR PARCEL "C" Frederick & Harold Reese to James Volkland Dated: 7/26/02 Rec. 9/4/02 Liber: 10132 cp 399 Dated: 1/22/71 Rec. 1/28/71 Liber: 6876 cp 582 James Volkland Dated: 7/29/71 to Rec. 8/3/71 Jack F. & Clorinda Burdi Liber: 6978 cp 368 Sworn to before me this .YeJAday of _gj; /`, 2005 �it.t..c_�Cly -'3 oZC7J� 7w= RACT LLC. PAUL DERWITSCH CHAIN OF TITLE FOR PARCEL "C" CONTINUED Jack F. & Clorinda Burdi Dated: 9/3/75 to Rec. 9/10/75 Benjamin F. & Edna J. McLarty Liber: 7906 cp 472 LAST OWNER OF RECORD CHAIN OF TITLE FOR PARCEL "D" Frederick & Harold Reese Dated: 11/21/73 to Rec. 11/26/73 Anthony & Patricia Zic Liber: 7538 cp 90 Anthony & Patricia Zic to Anton & Donna Zuvicic Dated: 4/30/74 Rec. 6/28/74 Liber: 7665 cp 340 Donna Zuvicic, as surviving tenant Dated: 10/27/03 to Rec. 11/20/03 Edward C. & Ann W. Veprovsiky Liber: 12284 cp 909 LAST OWNER OF RECORD CHAIN OF TITLE FOR PARCEL "E" X Fred a/k/a Frederick Reese to NFB Development Corp. (all of his 50%) Sworn to before me this .4'04ay of /y 2005 Dated: 2/10/94 Rec. 3/18/94 Liber: 11670 cp 935 rA8TRACT LLC. PAUL DERWITSCH, PRESIDENT CHAIN OF TITLE FOR PARCEL "E" CONTINUED Harold Reese Dated: to Rec. NFB Development Corp. Liber: (all of his 50W) ------------------------- NFB Development Corp. to CCUG Associates 12/28/93 4/1/94 11670 cp 935 Dated: 5/25/95 Rec. 6/2/95 Liber: 11727 cp 641 CCUG Associates Dated: 8/9/01 to Rec. 8/28/01 Zoumas Contracting Corp. Liber: 12138 cp 389 LAST OWNER OF RECORD CHAIN OF TITLE FOR PARCEL "F" Frederick & Harold Reese to Albert R. & Rosemary Bertos LAST OWNER OF RECORD STATE OF NEW YORK COUNTY OF SUFFOLK Dated: 12/13/68 Rec. 12/27/68 Liber: 6480 cp 113 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. 84Z JRACT LLC. PAUL DERWITSCH, PRESIDENT Sworn to before me this Zfkday of g' 1, 2003 OL - ASPHALT FIBERGLASS ROOFING SHINGLES ALUMINUM GUTTERS AND LEADERS ON 1X6 CLAD FASCIA VINYL SIDING FRONT ELEVATION - RIDGE VENT MATCH RIDGE IX2 ON 1XE ON FLYING GABLE STEP FOOTING 30 DEG MAX ALL CONSTRUCTION SHALL "THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. BER CERTIFICATION 0 CONTENT BEFORE %ATE OF OCCUPANCY _R USED IN WATER Y SYSTEM CANNOT D 2/10 OF 1 % LEAD. PLUMBING ALL PLUMBING WASTE ,kWATER LINES NEED ING BEFORE COVERING "ER nERSCEBTIFCATE APPAWT S NOTED 11ATF• - Ii? P 9 313915 a �RIVVC VCJVi A SCR£ FEE: D LOINER NT (TYP) NOTIFY BUILDING �c "AENT A' B _ 12 765-1802 8 AM TO 4 °' FOR THE �I a FOLLOWING INSPECTIC' 3: �1 1. FOUNDATION - TWO REQUIRED ` - PO FOR RED C"NCRETE POURED ,z II 4.ENTS III _ rte• L RIGHT ELEVATION 12 4.5-- }� 2. ROUGH - FRAMINGv& PLUMBING 3. INSULATION pp 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. (� ALL CONSTRUCTION SHALL MEET REQUIREMENTS OF THE CODES OF t 1 YORK STATE. NOT RESPONSIBLE F DESIGN OR CONSTRUCTION ERRO J PROCEED WITH a�>, stsvao �` UNTIL SURVEY a e�' �AS BEEN APPROVED.N �I OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY (GeNERAI NDTfs I.TxeARaxrecn cG2TwcxnoxAFwJEa oM.rrooeFPXanurRo iTaMaNINb coHFwarAxcE TOnW BMLPae CODE W RY ErATEW xEwf9RlL 2 ALL WTEYAIa, 488E1MHM CWaiROC NmEONPIYEMa M SAW ACCORMWE IYM Ra BINLLNV COM OF THE#TATE W NE6x,9M ANP V~ACIIFES MVIMICTONa. a raIYFYALL PRMhWNE 16ORfAMDOVRNOCONa1RUCTN)M WNFYAACa rW PaCUQAIKY69. 00 xorsP.IIE PR.NR9PL A LEV411NW F/pY 1N6nE FLAN;MMUI1pR'SFOP491/L,ibN OR RDAN!Wtu NEGATE ARtraIELa CERII11GT10NANOa AMOLARONW NY9 LAW.OMWNIOf ARE RW COPYNONr W rTMAAcwrEcr. E RIE ARL'XIrEC1a N01 NELNNpMLEIOR flapECOVpEY,FApaaICE. PRf119YMM. RMIOVLL CR XAMWAW WAt1EaiOa,MAEANPOW YAIENAL4 MtaE1PVYq YOLPARO OR MLOENL E rNEARCINIECIANWLI NO IFNIOMNY1lIYlgICONEMI.GRONYE,Na WRR)ON, IECNA101a4 E[aSaN:tl. PINCIDI..RA OR tANTYFNCAI/ITOM Arm R9OWAYIN coNlMerrPNWTrx 7xE YDRR THE A r sNAu xor sE ReroXaaLE FPR ENroRa oR pRMwNa W iNHOMNERCOARI4CIGR ORD/BCOMrR3CTOR1. f. IN®E ALAMNAMWLMT®#LOPE ANO ARE a1MmEP FOR1aE EY gOgHEYf.EPOYNEY' BIM.PEV lwmwrM.cnaN GVOMLFREIROFfIPIY1YMHMAL L1MNa aFLEOrFO ernYOWNRP. nMAADMrxr. xorPPxrRAcnP rooDNTRa. iN100X1TiEN:ipN FRocEes a NOTAMWONB4I.EIORApNIYNO DIEFMAL u CON1fM3C7F01YLBM9AM0 slTraW COYIVMYE 1YMALL 11BDNA9 LC1Ea, LOCAL uNq RBYNRMMNMORaINMIN7Y/ORA relncLa.w lac naARcarEc»Lurunrooxxaauxr nwoFARrrarTrEREra�M unr®ow. r ro rNE FEE FAm rap seRVAN9i RflIPRGn E IaEW INMORARB99N AVMCA/Y MMpNSACCpTAAGEW IxE AIOVFCONpIpNd ANO AREAPAMW 1XEAM®IIIr MFrN IXFARCNRYCT. 8301.2 DESION CRITERM: VALUE R301.2.1 WINO LIMITATIONS'. GROUNDSVOWL I FBEN&L WINDO W3 kM— DOORSSHOWNSNEETA4 _J BASIC AM 120 3 CATAGORY C 12#012.1.1 VEND DESIGN CRITERIA E ANATHERIMBIFROST MIS HAS BEEN DEM/ff1 UN-FDOW- IMTHMEFOLLOWINGAPPR01E0 SIE OBABN." NOOMA93-M:W REFERENCEFORBASWINND DECAY MBIRYMT - - SPBDoF12omwmmCLo3D 0. N A BUXOM): AP4PA WOOD FRAME CONSTAUCTION MANUAL OYFC".. D U E DS F. L LE ROOMS 140 LrN60 M MBIA NMMB�WE - SLEE IN DD 30 60 DRIB RESM.. GLAZED OPEMMS 140 ARE RBOUNPED TO BE PROTECTED A I HSTO LO40 - AS PER THE AEOUotE30M OF ATTI N GE 0I fEW1.44R20121.2-SEESNEETMI 40 LS AT _ R301 A EXPOSURERYBS '. DEAD LOADS ARE BASED ACTUAL NORTH B SOUTH -MATERIAL WEIGHTS OF ASSEMBLIES EAST B WEST B ROOF SNOW LOAD AS PER ASCE 7 W A . PSF(0.1X1)(,)(1). 32 PSF 'E2�NwT FRO.M3631EC PROM*ms ' BUILDING AREAS: SQFT RRST FLOOR LMNG I m SECOND FLOOR LMNG TOTAL LIVING AREA ion $268 I OPEN TO BELOW I 27 GARAGE AREA COVERED PORCH 113 243 WM. a. ft. Eiwmric Nicosia ARGHITEGT 4u M.W 3aa.LSW 203, PON J.N.n9O, N.Y. W77 T.WW.: (631) 926 W. Fu (531) 92656/2 wxx.ONmiwN.can. EOPq. Afc®9NmiwM.can WINDJAMMER DRIVE SOUTHOLD, N.Y. I NOTES 4 ELEVATIONS -1 I �,joIJ D40310 I Scale: 1/8"=1'-O" I I COMPLY WITH CHAPTER "46" PURSUANTTUSEuII FLOOD DAMAGE PREVENTION OF THE TOWN CODE. SOUTHOLD TOWN CODE. RUNOr 45-1 OC � II II III III -111 IGCI uIN, L IJ I LL — - — _ — — — — — — — — — — — — — — — — — --- REAR ELEVATION r�\ RIDGE VENT LEFT ELEVATION L/ ELEVATION NO RM.1 Approved nadaS or addmw" W "load W d Ina WIKArw In ry a pothon a b W plainly Nrble ave MNbe awn 5N aeea or road 6o*V de pop". RS 13. 5.1 Vwkr p and peasd WemWas Me be W,,nmW In aderWna wkh oN PLtmw manutacluno remmmondad u b ad" dN asrpn prwwre Spa . MUBere MMI be WW by an mppm Meng ebaaWy. Noe,," n j on deaden. L/176. MLGbns FMII be cwede d nWrhp a bed d 1.5 tnas Me de gn"Sao Kane. RnS 1 no ooerw wed MnnoWs SIWI W eorM,,d m wM a manner as b P.,Y,, SIS a00umuWw dwWr Wodn 5e we assembly by prdN9np a weer mladw bane, bd*d 6N SMrlor,weer as Ill by Swum RIW2. R600.1 Vali dwril A ra lMrin of a 1 -Ins, (26,1 mm) SpW oW W Wovood beNaal the hlsd and Meand sh edlln7 MSN bwdon of an vents. R501. Roof waenbdas SINN W kudded M accwdaro WM oW Cede aM ale appm mbufwl nl In WM M InSWcSmS Suds tlW dN Icaf m&a,bly Me earn, b MOMo< and budWlp or SbV Wa. RmNnpa Mall W Instead N SUM a roll as b pdaeo M(Aabae wasMp 5e we VWWJh lad" h 11N OopIM. enough nWasee pamarde mater, r wmcdmS WIN, 5n, rod pew d oum prebSWro or dwlpas h row Root wrorings red W ppaW N mornrda,,, WM to ppNaMo dahbns d das ndrMWn bwhxbm. w geearw ad n. aemwa Wool ruminum or WPW MdhV nsW.m V 112 poo shanec WM•mlMmArl9M1mtll damaM hall YAW 6n,bolMwWVMMasown S'4 NM rldtad IMMNmS rle PwWM dadph the olNrhbp.Fatim- "I wm* WM ASTM F1667. A$OWt Meme Me Hate of W hWrlsro pa Mr*o. UndSWrnmant Me W pPdod sMlye Mtlllon, parer b an, eW asB hdn 5e ver, and WPW 2 NMas, featured su5ldeWy M hold! In Pew. EW Ips rad W der by a Mr. In ams whaN Ma avenpday wV,, e N Jour, M25d w Mas, MIw Ower 5ut wrlslSt da Iasr dsp tyea d urodaymeM wmotd bwMr a da """I Ip WOW nKldlde l b"m aha,, Me W Wed bI Ave d wmr NWerymaR and aemd tram Ma cave's soeM a Poe at Mar 241r4tleo N4tla on, aAw, ae Inn, doe Wklft.. UMrlgmad aPpWtl N awe suaFd b No W Wo WoMw Man 110 mph $hall W appw WM oonWlerl rasMtM resonant N samrtlrba WM mamdtlueh h,ar, 36 n hmo on ooa. FaSMms w b W appdet rorM Me avadp nd faMr slwli tlNn 151,.1.1 m Carts. FlsoNnp faraphan .Head tlWl oon4y WM tl1M aacllon. Baw w asP das1N,r0 ahatl W Ileiadad m adatlalW WM nratdMMe NSMNrbll 001014 -ch hme. Cap MSSW dadllanwmYonmatend mrr fnona"nwhW 0.016ewh eadoesa. Cap d %* She W corrosion mNot mW d mNMwm homer 0 alonl6rbeas bOWS&lpAVIWIWAIMW w Cools wcadalwW covered! vain yS nenlWn Wtldn Ireblrft WbrippybN0d MIM WV vet'sIwMy STMD 24 oldrldaa),Vadsy Slhp d w pry domoaM m8 NMrq oompylo xVM ASTM D 224 Typ II an T2 aIN w.fiver761MW (Bt4mm)wMadrrlpI OyaeasMWdIn RIW t and 2 dove re11 W pamllYd.Spadry MKNMyneM"be Ms Mr ASTMD 1d0 may Wwadm ladddN U mats 30Aald�ldaa1NMtaroclutedm tle Naw shoartatlr of waam, uMnal Ina Was.CWkr dYale"hkV, arelW rlwt mead r d oar wad U61 w tla cool wrenbl0. Mb , eashblN. Me W byseethe YOnt PI Mdq mld OMw N. ae@ averool rla emwvrMaspod atrk, vara Pada w ddmey dartllq Man, W Wdad aaddo b .sawn, oNrNM malldwMlaYa pdrdM NSWCtlw. ROOFING: 6 NAILS PER SHINGLE ASPHALTIFIEERGLASS ROOFING SHINGLES AND ACCESORMS -SEE CODE NOTES ABOVE. ALUMINUM GLITTERS AND LEADERS TO SPLASH SLOCKS OR DRAINAGE AS REQUIRED TRIM: VMITE ALUMINUM CLAOING. RAKE TRIM: IM ON M. SPACE FOR SIDING. FASCIA 2X6. CONTINUOUS VENTED VINYL SOFFITS. SQXNG'. VINYL SIDING AND ACCESORIES, WNDOWIDOOR DRIPEDGE, FLASHINGS, TAPED TYVEK HOUSE WRAP. VINYL SIDING TO CONFORM TO ASTM D3579. APPROVED U.L. LISTED FLUE CAP AND COLLER WITH SLOPED STAINLESS STEEL CHASE CAP. CHMIINYSFLUES TO BE 8-0' MINIMUM OVER ROOF AND 2.0' MINIMUM HIGHER THAN NEAREST STRUCTURE W TH IN W-0'. CRICKETS AND FLASHINGS AS REQUIRED IN RS05. j £ric Nicosia WH(TBGT 414 MaM BaasLStio 207. Pod Ja6ewn. N.V. 11771 Tobyhnne: (511) 026e55. Fm (431) WS.,da w4w.admhaW.aam. Elnsd: wl[oeblladae.PPPI WINDJAMMER DRIVE SOUTHOLD, N.Y. �-- NOTES d ELEVATIONS -2 I Date: A-2 R r -e" wu ad IA W CALV SOLTaW & Ey b WASHERS THRU GIRDERS, 04 PPT _ J— _I POST ON I?MW DIA PL FDpTWGg R M,uMiSwAwAaaP \ WDH PM Pobi BASE ANO t?'/2�fe PPi O0 —.2817 — — — � uxou anvmuHP— � A+cHOR B3LT �O 8" THICK 3,000 PS AIR ENTRAINED CONCRETE r X18' MADE CONTINUOUS, KEYED P.C. FOOTINGS PC ALAS ON SAA %AAE OR S' Cla BASEMENT iJi�s ^ a e P.C. elAe h I (b I'SIV X11-74' LVL GIRDER ON 3' DN STEEL Im ,' COLUwle ON 2 J'X2'-O'Xt'd P.C. FOOTINGS N 3V-2' d W-7, NrG3IPK. J r > 3C IN 1 t4 �I bk HEAT j. F d t r SR' A H R BOL d8' O. 35'-2" MMSfA TpGG LECOEA I II T 1" 9 T-11° CGA MIST HANGER To PPT MOGER SOLTED TO RIM %OMD WTH tG' DIA ONLY IAO BOLTS e WASHERS W O.C, STAGGER VERTICAL 134" CCA 4 — 9E'-10" I 5T -z" L MIST IWADER TO PPT LEDGER BOLTED TO RIM BOMDmTH 1T MA GAV LAD %urea WASHERS 100 C, STAGGER VEATICAL POSTONIr MIN CIA C FOOTINGWJ HRU ORDER864%4 PPT POST ON IYMWOW PC FDOTMO% WH PM POST BABE AND 17 ANCHOR BOLT t P THICK a=PSI AR ENTRANED PC ALAS ON SAA %AAE OR SI.BGRADE IMTHM IMO MLED WIRE NEW PITCH SITS TO OVERHEAD OCCAS I Im UNEXCAVATED I --- III�#II I\" zr-A^ T FOU TI N NO ES: R323. 1 In eree, wb),Wb MalydSMSQl AM NIt Inc~,nAn S, pro"NMI Mpuhe dM Pee W SPPIm+d pMASI pnwvMlwely bEWd Or deCEyHwbbrN Amba. R324.3.1 Tnum M rule, rlotcl 8 *t W WAS M 80I)XI wCE w AWPA. R324 SWUMN nMMB wnOW.TdnTW MMEb,, PlewMe PMEr NI#vSV beWd vpW In SCDPdlAw will, the AWPA AvwxAn, AM abmNAsreelelere w .Ch.*W wd v+saM! MAY Wp be MISAM deprMMN w Nb CEnddm,. INMA OMnEpe SMbCE dMAMpe MM be MVErbd b Sr3wEAS a OtlMr EPprond KMA a opdecd%n not b mwb • hmM, Lob MMA b, GrW W w w b dreM wabr Ewry Rpm buMWM "14 a mlMmMn ole kRJME wAMn eM ArN 10 Mt Or rAabe NMI bs aEvMW M Swum drelrrBE away Ran tib Inn,Sm. R401A.1G,WSChnicr Evaluation. In Nee a•O,,pE, SEM,d°MOal"Mumaw W 10M6DwMp values In Taft R401.4.1 hive bwn,UMnW. Ca"pMENbb a eNNp, KIM Ned M IeelevEd In eartanMMS wdh R401 4.2 ASSUMED SOIL SEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,BP,SC,GM,GC NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION, R402.2 CpneM,. MASSIE, ,,G b p K O, Ona,, SM ,J thereof NMI ow" w db,PPAubb SMdeM, IMbd 1n ACI 318 a ASTM C 1137. REMbrdp Abel AM bE WASOM b M M OwtITTalw with ACI 318 Amn, belt b M bwr1lprmA,,, w8h ASTM 307. MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,000 PSI .28 DAYS, CONCRETE AT BASEMENT FOUNDATION WALLS.EXTERKOR WALLS, PORCHS, STEPS AND GARAGE SUBS IS TO SE AIR ENTRAINED. IN CONFORMANCE WITH ACLTIE NOMINAL SLUMP. WALLS 8, SUBS 5. RAN Golan Fooling, MMI M wggrtW M undmArbed" wM. All A Rn,, botlM A NMI M PISCES M IUM Y-0' MIM SM below gnm E. TM top nEbCE W koWW MMI be level. Che gee In "ad" AM *,AM, NOPE MRJrMnMM" W M cOMomlErcE w8h R403. 84104 lCMMab FO.Madw Walt NEE be Ol"wUtted w AS MMI M IEOWn RAGA AM ACI 318. IASMM,hd net b, pbcW palm In, wM MMI nE w,, rye EUMda, ww ,, EM hes been aneMnAl to tial Seer Ebbs, a hes been MMId,,, ACES b pawM O npebytibmm"ll. SuNbMig4 nDnAMW brvRll, euPPMAg IeE, tltw1bEt pf uroWncW bEddlq. RA06.1 FRMXbtlM DMIME,. A aYlpe edabm M Iq rpbl,d SOpca Win NthI the Un MeSdI WMweEt1lMdM6MyWm, G aISOI, as mbMeeE„MdT be b bRA08.1. mad, reqLim gLdm drMM In O3MM R AS ,wMwoafOwXAOa tlWr bIAl brMWKIMhetillW OrLuNb mmumIbCEMd bebw Waft. R406.1 FMMUtlen SrnWw 1p. EASES MMM rWWW IS IN, 0 MpAA, by SpdM R400.182,kLTA&UcnweltdWb hUMrMwtloeehEIMbI auwbleopme, beWdbebw WW NMIMdWWoobdham SMbPoleMbA%pbtib MMhed Wbdeby SPWftaMMIMff b 4mppOO*Vwwatapm ftmEbAMEEEbdM SEcIMn RAOS .In new w11EM • Mph wal,r bale a pdMr Esvre WFwMr cpnd dprM eM AnewMI b eWL AGE ST burMWw WE" NM MIAMI pyr EM OMAN, hNNeble a uuble AP¢U bO dKI below GrWe NMI bA wtlapoWS w pa R4062 RAOT SME! 00MnMJ AB wMecee (babe EM AN S) ol WM wumw SW be Gh'w E shop COST Of ItM-Thbline pelts wCeW for carCEbnHeMEbM AM m,,N, SEM. ARM,nwl mw AACA"tl wltPNprHnN,tml. aCEbd MEN CEA,nw wit WP bUMV 0, , EhENMd Mb MGAMr MM tib bWbm vAW ry eQwbbletiUWEMbsrmp ebb ambWed In In tial mrla,b Wb. 61kED A&Cy 8.5" MIN WIDTH FOR TRIPLE NICOs�9 �:ALAN %�� PLY LVL LARDER - SEE 0CKPOCIFT S STY DEEP LVL POCKET 3" In - LrI 10 IX DEEP C AIRSPACE-- 3 9T 0{O 3-ARNMNM SEAMMS STEEL OR SOLID SLATESIRMS 8502.8 BPY TVJO PLY BEAM POCKET 8PG lF FF PI V RICARA 0^~.1 SM- ASTM 307 GRADE 80 THREADED L ANCHOR SOLT WITH NUTS AND _ 0° 3'X3• SLOTED SQUARE ' WASHERS.SEE FOUNDATION PUN FOR SPACING R403.1 ANCHOR BOLT Eric Nicosia ARCHITECT 414 MGM BMLS,AS 203, Peel McElwp. MY 11777 Tebpla A: (631) 9261466. F,r. (631) 926-wA3 www.EdGNmW.aam EeeN'. ErbpEEmkCElE.wm WINDJAMMER DRIVE SOUTHOLD, N.Y. FOUNDATION PLAN Job0:040310 Scale: 1/8"=1'-0" Date: 8/18/05I By: E.N. I Rev: A-3 A" on 57'-2" T�L1 BIXRO METAL LLOIHB ORYER E%NNJ6i U NOOK WCi }O EMF]:IpR WIi1H DP1NPER, KITCHEN PFi W1DINp w1}H FT) RAIUNOBIfO^��i 2 -VNO — FPrBTEPE _ FYAY0811R 5-3^ 4 PP LNOI wlRl gNDNOB 4 2910 � �. I I sr 43D r m OPwwq pr01F011Fn for YAMbarm dobM OWI rrlwl M MpkMnFn , of ft Large MIMM b (ZI %II1'4 LK 2-'1f10 -SDI1a 1211-W'- IW LW BO70 I . 1913M"%&1/C FUJBH LW-- V WoOo 221(10 35'-e" p.TD LAUNDRY — (p A� O. ON L PA BV73--- J 9 O<- %d �� y FAMILY BIXRO METAL LLOIHB ORYER E%NNJ6i U NOOK WCi }O EMF]:IpR WIi1H DP1NPER, KITCHEN IA4C 2 -VNO — WMDINCONPoRMNgEIMTNR15F1 INDMNNUFN8 ATbN '( NICOS� /j INETRIKTIONB MD OETNLB MDC81A1.1; T_� µ tOR ___ _ 2dwDE 14HOlm U.LIAEELEDEEIF 9 I I d9ft mg u FIIFE Iww OI opw*W Prelad4d San F Nbony dab%. GIPd LID®IND FIRE DOOR _ OPwwq pr01F011Fn for YAMbarm dobM OWI rrlwl M MpkMnFn , of ft Large MIMM b FUM FL F FT �B TB- N 1211-W'- IW LW BO70 I . 1913M"%&1/C FUJBH LW-- V WoOo 221(10 b I U. ' R TL - YA -- DWNdOPMPWNMMdunwdkwd aPrwMN. AMdo nb NMMpoYMaoN SEFWR 01.2201.2 cwcw1 (p A� O. ON L PA BV73--- J 9 O<- %d �� y IN -A" gc� bOb 4'-D" 4" SHUTTERS TO BE IN CONFORMANCE WITH AMERICAN PLYWOOD WTY %rP BOADONWNIB._ � A 3OWy CFJIINO W1rnH la 14'TYF£%GYPSUM IY-2' UA m BOIAD ON INBDEFAE i O WALLpI AONIN0GUTAX0MAOE o o b� GARAGE I SII u b e'1HIOJ13.000 M MR ENTAMNED a DINING b e LIVING eI i N WPEEIIH.P`TStMowo WRE MESH, PRLH IAB i0 ti DYERHEAn DDaRe T -r COVERED PORCH N4'X1' PPT DECMNO For 944 58841 FRA14EWITHA%4PF EW£L POSTE S• OC — >GIrt11M1..C.L- 55" 41 B'S 29110 Iq BIXRO METAL LLOIHB ORYER E%NNJ6i pn WCi }O EMF]:IpR WIi1H DP1NPER, MIND BORNE DEBRIS REGION. Anew, wudn NunOFIM p" mI WHIN, OP mM d IA4C 2 -VNO — WMDINCONPoRMNgEIMTNR15F1 INDMNNUFN8 ATbN '( NICOS� /j INETRIKTIONB MD OETNLB MDC81A1.1; . �� .�G FO tOR ___ _ 2dwDE 14HOlm U.LIAEELEDEEIF T�I� N --BORNE DEBRIS PROTEC710N REQUIRED 4141MHBML6BIM 203, Pad JalMnm, N.Y 11177 T4RwbwN: (621)12&4458. Fac (631) 9261643 - MIND BORNE DEBRIS REGION. Anew, wudn NunOFIM p" mI WHIN, OP mM d SPED AqC, 2 -VNO — —1 '( NICOS� /j 2869 F-_- . �� .�G FO tOR ___ _ 2dwDE 14HOlm U.LIAEELEDEEIF 9 COU. YUANTS d9ft mg u FIIFE Iww OI opw*W Prelad4d San F Nbony dab%. GIPd LID®IND FIRE DOOR _ OPwwq pr01F011Fn for YAMbarm dobM OWI rrlwl M MpkMnFn , of ft Large MIMM FUM FL F FT TOL of ASTM E 1188 and of ASTM E I818 rNwwwN#RMIn. WaW FmebaFl p", 92461ERAr1mWRNNnkrlwadT/1a WOh FLM•mWSOmFpon dBIaN FMp Mp4rmMad • V WoOo Ion opwtlnl pmbctlon M ono rM Mk•Fbry bdNRMF. PFMF ENO M pwol b onm SM >tG 0 U. ' R TL - YA -- DWNdOPMPWNMMdunwdkwd aPrwMN. AMdo nb NMMpoYMaoN SEFWR 01.2201.2 cwcw1 (p A� O. ON L PA BV73--- J 9 O<- %d �� y A• p gc� bOb � SHUTTERS TO BE IN CONFORMANCE WITH AMERICAN PLYWOOD WTY %rP BOADONWNIB._ � I. 3OWy CFJIINO W1rnH la 14'TYF£%GYPSUM UA m BOIAD ON INBDEFAE O WALLpI AONIN0GUTAX0MAOE b� GARAGE I SII e'1HIOJ13.000 M MR ENTAMNED PC BIAS ON BOND BABE OR eI C WPEEIIH.P`TStMowo WRE MESH, PRLH IAB i0 DYERHEAn DDaRe i Tao' — — 4 � 29 (10 2-9(q TWdWB_ — TW2MS WINDOWS: ANDERSEN 400 SERIES TILTWASH WITH LPN E GLAZING (DP30) A TW3046 PROVIDES A CLEAR OPEN AREA OF B 77 SOFT AS PER ANDERSEN DATA AND IS IN CONFORMANCE WITH R310 WINDOWS SHOWN PROVIDE ROOMS WITH AT LEAST B% LIGHT AND 4% VENTILATION IN CONFORMANCE WITH R3031 VERIFY ALL QUANTITIES, ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING W9NDOWWOORS AND BEFORE FRAMING OPENINGS. MINIMUM WNDOW AND MULLION DESIGN PRESSURE RATINGS+ DF30 UNLESS NOTED EXTERIOR DOOR ASSEMBLIES ARE TO HAVE A MINIMUM DESIGN PRESSURE RATING• DP30. % PR6�A1Ep NNDPAMED POigH POET wITH 0.1FT CONNECTON TOPING BOTTOM ALL FRAMING LUMBER TO BE DOUGLAS FIR -LARCH R. PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE 02. TYPICAL HEADER 912E IS TO BE 2.2X10 MINIMUM UNLESS NOTED NO HOLES ALOWED IN LVLS OR ANY HFADER/GIRDER. NOTCHING AND BORING OF SOUD SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AFS PA WFCM. DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS SOLID BLOCIONG UNDER NON LOAD BEARING PARTITIONS.I JOISTS TO CONFORM TO MANUFACTURERS I NSTRUCTIONS. JOISTS'MFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. SOLID BLOCRIN(U SOLID WEB STIFRNERS AT ALL SUPPORTS, DIAPHRAM SLOCIONG AS INDICATED. NAILERS FOR GYPSUM BOARD CEILINGS AS REQUIRED, FIREORAFTSTOP CHASES AND PORCHS, LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS. E"2,000,00)0. FM 2800 PN, F"286 FW LVLS TO HAVE MINIMUM OF T SEARING. NO HOLES ALLOWED IN LVLS. DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER WITH A MINIMUM OF 2 ROWS OF 100 NAILS IT O.C., 3 ROWS OF RBE NAILS 1T 0 . FOR 14^ lr MEMBERS. SEE MANUFACIUTRERS INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF SIDE LOADED MULTI -PLY BEAMS, CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING HANGERS, AS PER MANUFACTURERS INSTRUCTIONS. SEE LOAD PATWISECTKXN SHEET FOR ADDITIONAL ROOF STRAPS, HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC. IRA AFNPA NTCM Nor INCLUD" UPUFT ■ HOLDOW COmwCrpNa DESCRFTON-Commmut IFN, NNABSNALSPACENG ROOFCEBORI: ROOMry SMlglw F MNbg P6pr46MFN SYu0bM S6FNM,p k6wbr2erN a N-ae Oda% 12' a.a BFM 9kuekuN dhrbMp 4'P4vkukaT2eM fol d^se a0ga.trae. IlNol lmerpn•2M.W1,p/'P6dmBFr2rw SC S'aooddA $'aa BW 1 e dM*w 9011101,11 ad d'so a4FA Maa BNd 18'awgFNMF od 4'ae000%4'4aBNd AdRrRop MOF PD mBbp 5041 pwnkor CaM,q JaNO/ap PMMIbWOFNaR0 2-o pr/am (bP°mmkv S-1Nd OmAwmainet"OPPI CeNr TIab RN3r pFOWnNMey1W WEAR Mp paM,AIM III F-iNMnp OTmmpB apw BbNmgbRNbrN14uW,4"" aWOJ 24M wd,Wool RMP�bRNMr(r16oWlaR Sda M w,ol oppmWALL.- Berl-GYNhRg M�oal M. WdgW /Fa0. SFf0 WALL' BJIwaO Bw,d- ISN NOW Tae. *On MI ANtl BMuckow bMFEMIIp M 0'40"AmIra&Mld TOP PRIM b Tow, MFM ObeiY m g I4Nd PBT Feet Top PMN kpgawMuw ffsaseaW 4flkf ldrrb•wnt MM 3wol T0SBM(IYoOaMq 2.120 24'ae. NwOr TO NaFor6imm w y /Hol IN'a. along edgm ropeNmA, Pim b m,w(am nap 1b pw Fkd TOpraeMSMN we"ftOWIWMS 2.10d PW'FBO SONNY F/NF b Fbr J*NMBm MM pr Rbl FLOOR. 301Nk0N71808ubvw-gbo& b d'aeg1W 1]'e.e.NNd. JdwbSOFNMpkewft ..WI 4J0 pr/0M odd" b JOIN pPNRNF 244 Poll WWII BRPMgbJapf ReWOaN� Diol PNNM wodog b SM OF NO Ph" p0►naoe&Ifd FFM kink LadOrSbp ie lwm PYFa.naNFq 3-16d owhjoM Jaw OR LWOW re gaal,(11"Imme .fM pr/OM BAM Jebfb JNN (rrolH,aWm 3 -led pwiwm BondJOMbB1IPYM Med pr A1w I "TS FAPpJCABLE TO BEM COIFD/MMMCE WTN MANUF. INSrRUCTpDNS Eric Nicosia N --BORNE DEBRIS PROTEC710N REQUIRED 4141MHBML6BIM 203, Pad JalMnm, N.Y 11177 T4RwbwN: (621)12&4458. Fac (631) 9261643 LIST OF ABBREVIATIONS MIND BORNE DEBRIS REGION. Anew, wudn NunOFIM p" mI WHIN, OP mM d SPED AqC, OX. AP )WMTE APA w• CAI SM COMW moon NEN~OR, wmre OR, bob wnw Wood It 110 mks Per l or IIWWMn or "ItINIF1 ft WIC Find FpwlbgobofIII WIN tr1120mIWprhour '( NICOS� /j ri WASSo MTION BP BEA IfE'f . �� .�G FO tOR 1601.1A S R3012.1.21MamtlrwF,FW pW1ndP1In bV2olnP IOPME W WhW Serra 9 COU. YUANTS d9ft mg u FIIFE Iww OI opw*W Prelad4d San F Nbony dab%. GIPd r OPwwq pr01F011Fn for YAMbarm dobM OWI rrlwl M MpkMnFn , of ft Large MIMM FUM FL F FT TOL of ASTM E 1188 and of ASTM E I818 rNwwwN#RMIn. WaW FmebaFl p", 92461ERAr1mWRNNnkrlwadT/1a WOh FLM•mWSOmFpon dBIaN FMp Mp4rmMad • V WoOo Ion opwtlnl pmbctlon M ono rM Mk•Fbry bdNRMF. PFMF ENO M pwol b onm SM U. ' R TL - YA -- DWNdOPMPWNMMdunwdkwd aPrwMN. AMdo nb NMMpoYMaoN SEFWR 01.2201.2 cwcw1 (p A� O. ON L PA BV73--- mppoy aiMTdW nE wWQ61 BSN pmorNlonIMe COM 9 O<- %d �� y A• p 24W NO SCREWS it D.C.(1T O.C. IF PANEL IS OVER 6-M SHUTTERS TO BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS DESIGN 01- SHUTTERS FOR WOOD FRAME BUILDINGS ALL FRAMING LUMBER TO BE DOUGLAS FIR -LARCH R. PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE 02. TYPICAL HEADER 912E IS TO BE 2.2X10 MINIMUM UNLESS NOTED NO HOLES ALOWED IN LVLS OR ANY HFADER/GIRDER. NOTCHING AND BORING OF SOUD SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AFS PA WFCM. DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS SOLID BLOCIONG UNDER NON LOAD BEARING PARTITIONS.I JOISTS TO CONFORM TO MANUFACTURERS I NSTRUCTIONS. JOISTS'MFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. SOLID BLOCRIN(U SOLID WEB STIFRNERS AT ALL SUPPORTS, DIAPHRAM SLOCIONG AS INDICATED. NAILERS FOR GYPSUM BOARD CEILINGS AS REQUIRED, FIREORAFTSTOP CHASES AND PORCHS, LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS. E"2,000,00)0. FM 2800 PN, F"286 FW LVLS TO HAVE MINIMUM OF T SEARING. NO HOLES ALLOWED IN LVLS. DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER WITH A MINIMUM OF 2 ROWS OF 100 NAILS IT O.C., 3 ROWS OF RBE NAILS 1T 0 . FOR 14^ lr MEMBERS. SEE MANUFACIUTRERS INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF SIDE LOADED MULTI -PLY BEAMS, CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING HANGERS, AS PER MANUFACTURERS INSTRUCTIONS. SEE LOAD PATWISECTKXN SHEET FOR ADDITIONAL ROOF STRAPS, HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC. IRA AFNPA NTCM Nor INCLUD" UPUFT ■ HOLDOW COmwCrpNa DESCRFTON-Commmut IFN, NNABSNALSPACENG ROOFCEBORI: ROOMry SMlglw F MNbg P6pr46MFN SYu0bM S6FNM,p k6wbr2erN a N-ae Oda% 12' a.a BFM 9kuekuN dhrbMp 4'P4vkukaT2eM fol d^se a0ga.trae. IlNol lmerpn•2M.W1,p/'P6dmBFr2rw SC S'aooddA $'aa BW 1 e dM*w 9011101,11 ad d'so a4FA Maa BNd 18'awgFNMF od 4'ae000%4'4aBNd AdRrRop MOF PD mBbp 5041 pwnkor CaM,q JaNO/ap PMMIbWOFNaR0 2-o pr/am (bP°mmkv S-1Nd OmAwmainet"OPPI CeNr TIab RN3r pFOWnNMey1W WEAR Mp paM,AIM III F-iNMnp OTmmpB apw BbNmgbRNbrN14uW,4"" aWOJ 24M wd,Wool RMP�bRNMr(r16oWlaR Sda M w,ol oppmWALL.- Berl-GYNhRg M�oal M. WdgW /Fa0. SFf0 WALL' BJIwaO Bw,d- ISN NOW Tae. *On MI ANtl BMuckow bMFEMIIp M 0'40"AmIra&Mld TOP PRIM b Tow, MFM ObeiY m g I4Nd PBT Feet Top PMN kpgawMuw ffsaseaW 4flkf ldrrb•wnt MM 3wol T0SBM(IYoOaMq 2.120 24'ae. NwOr TO NaFor6imm w y /Hol IN'a. along edgm ropeNmA, Pim b m,w(am nap 1b pw Fkd TOpraeMSMN we"ftOWIWMS 2.10d PW'FBO SONNY F/NF b Fbr J*NMBm MM pr Rbl FLOOR. 301Nk0N71808ubvw-gbo& b d'aeg1W 1]'e.e.NNd. JdwbSOFNMpkewft ..WI 4J0 pr/0M odd" b JOIN pPNRNF 244 Poll WWII BRPMgbJapf ReWOaN� Diol PNNM wodog b SM OF NO Ph" p0►naoe&Ifd FFM kink LadOrSbp ie lwm PYFa.naNFq 3-16d owhjoM Jaw OR LWOW re gaal,(11"Imme .fM pr/OM BAM Jebfb JNN (rrolH,aWm 3 -led pwiwm BondJOMbB1IPYM Med pr A1w I "TS FAPpJCABLE TO BEM COIFD/MMMCE WTN MANUF. INSrRUCTpDNS Eric Nicosia WHITEGT 4141MHBML6BIM 203, Pad JalMnm, N.Y 11177 T4RwbwN: (621)12&4458. Fac (631) 9261643 wwa.adonlMW.aam EmM:4d00aETIFMIa.Fwn NANDJAMMER DRIVE SOUTHOLD, N.Y. FIRST FLOOR PLAN Job#:040310 Scale: 1/8"=11 A —4 A Date: 8/18/05 By: E.N. Rev: SECTION A -A 1 �SRS T OF RAFTEO TERS AT RIDGE OUTLOOK/FLYING GABLES IF PROVIDED: NAIL ROOF SHEATHING WITH ED NAILS 4" O.C. TO W -V FROM GABLE END. USE HT7/RT7 HOLDOWN AT 2XS LADDER FRAMING IS- O.C. BALLOON FRAME ALL GABLE END WALLS OR BLOCK/BRACE GABLE ENDS TO 101 INT CEILING DIAPHRAM CONNECT RAFTER TO PLATES AND PLATES TO STUDS WHERE KJL-�) NOT ALIGINED WINDOW/DOOR HEADER STRAP EACH JACK STUD: 1-1M" X 20 GA STRAP WITH -1 ad NAILS EACH ENn AND USP MP4F OR SIMPSON LTF PLATE AT SILL TO BAND JOIST. 48d COMMON NAILS IN EACH END OF 1-114"X20 Ga. STRAP 19" O.0 OR 2X4 COLLAR TIES IN UPPER 15 OF ROOF 19" O.C. rROOF RAF! RSTOR S DS OR PORCH GIRDER 4-8d COMMON NAILS IN EACH END OF 1-1/4X20 Ga. STRAP - OR - USP RT100R SIMPSON LTStS- NAILS PER MANUFACTURER. STlX16 TO STUDS AT SECOND FLOOR] 4-Sd COMMON NAILS IN EACH END OF 1-1M" X 20 Ga. STRAP. SIMILAR AT GABLE END WALLS LTS T JuIIST AND FOUNDATION 44d COMMON NAILS IN EACH END OF 1-V4 X 20 Ga. STRAP 1W O.C., WRAP UNDER SILL OR USE USP MP4F OR SIMPSON LTP4 PLATE Sr O.C. 51B' ANCHOR BOLTS 4B' O.C. NTH 3"X3" SLOTED SQUARE WASHERS - USP/SSdPSON LBPS IMS' ATYPICAL UPLIFT CONNECTIONS -1 SCALE: 3/4"=1'-0" VENTING TO BE IN CONFORMANCE WITH CHAPTER 31 -VENTS 3' MIN. VENTS THRU ROOF .-1.6" WC 125- 3" LAVI3. CONTINUOUS RIDGE VENT :- 1.5" WCC j 125- LAV TUB2" _ 2. SHOWER [T-UB--B-ATH TRO -MR BATH 6 FIXTURE UNITS SHINGLES: a NAILS PER SHINGLE, ASPHALT ROOFING INSTALLATION IN 6FIXTURE UNITS - 1.S-`I�,'11.5"I 0.0 LAV SINK DW 21 WASHER STANDPIPE 18.0 31 3- 1l2 BATH KITCHEN �W H 4 FIXTURE UNITS 3 FIXTURE UNITS I FIXTURE WIT'S FRESH 3" WASTEAIR IN 4` HOUSE DRAIN CLEAN CUTS AS REQUIRED HOUSETRAP BY SECTION P3005 2 l W APPROVED COPPER r CAST IRON SLOPED TO SUPPLY LINES APPROVED SANITARY SYSTEM PLUMBING RISER DIAGRAM SCHEMATIC - NO SCALE RIDGE CAP SHINGLES ON Grow 7YV LCONSTRUMO-N-A880 LIFE CONTINUOUS RIDGE VENT 1w.w.enmkwN.aaR EmeN: "M�"IIWceeNern Area a -2X1ORIDGEBOARD Cont ROOF CONSTRUCTION: PrMmMr SHINGLES: a NAILS PER SHINGLE, ASPHALT ROOFING INSTALLATION IN UA - CONFORMANCE WTH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE 0.0 'KITH APPROVED UNDERLAYMENT. FLASHINGS. ACCESORIES 160 18.0 SHEATHING: 7015` APA RATED PLYWOOD, ad NAILS AS PER NAIUNG SCHEDULE B T ALLUMINUM GUTTER AND LEADERS ON 2XW FASCIA BOARDS 3 3 MIN LAP 13.0 0.0 WITH CONTINUOUS VENTED SOFFITS _ IS 0.3W 82 WALL CONSTRUCTION: m :I� U 36 VINYL SIDING ON TYVEK NTH 0.220 B 1142 14.0 JOIWAWNDOWIDOORTAPE ON 7JIWAPA RATED STRUCTURAL SHEATHING Se FRAMING ON STUDS 16 O.C. SIDING TO BE INSTALLED IN CONFORMANCE VATM R704.5 I ANCHORS TO T MM W N LEOOERS WALUCEILING BOARD. JW MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKLE RIM BOARD SOLID i. ROOF TO HEADER HOLDOWMS IW O.0 BLOCKING PS4 HEADER TO COLUMN CAP GUARDS AND APPROVED HANDRAILS. SEE PUN NOTES PPT DECKXNRDER/FOUNDATION. SEE PLAN NOTES N' I COLUMN BOLTED THRU DECK JOIST W<'reG R,vYA'Kb SUBFLOOR.IXAIE h 2X4 HOLDOWN CLEAT IC 0.0 -_ - BOLTED CONNECTION- SEE PLAN NOTES Salo RA113OARO " aN, '� COLUMN BASEMOLDOWN SIMPSON PS4 BLOCMNO -- TO 17 ANCHOR SOLT � B0.TEp SILL CONSTRUCTION: 2XS PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEA ON TERMITE SHIELD ANCHOR BOLTS AND HOIDOWNS PER FOUNDATION PLAN POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS, KEYED FOOTINGS BEARING ON UNDISTURBED SOIL SEE FOUNDATION PLAN FOR WALUFOOTING WEE AND REBARIANCHOR SOLT INFORMATION - DAMPROOFING OR WATERPROOFING AS REQUIRED BY R405. DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS I PI"L MNSTRUC Z ION SECT/ON7 4• PC SLAB. OPTIONAL VAPOR RETARDER ON COMPACTED SAND ENERGY REPORT: OwpM McNamned by un d TM USDOE W*aa INNN"d by M""Wryd au TM 4rMral ProM"Nm of dM Na, YM SINN EOMp)' CamwMlan CmshK% l Cod. Chapter 5. SectaM 502,503,604 W 505. HIM W and RESd** Campllence ROW Now York SMe ErwW Cmaarwdon ConFbueson CPM RESdwck Sahara Vrelan &5 Rales 1" COUNTY Suadk. MOD 5760, TYPE: OUadMd 1 Fa1MY, HEATING:NenElecMc COMPLIANCE: Pum Mean. UA- 347 Project UA - 383 3.5%Bahr Thm COM Cana 1: FW Gelft CONNq 2: CW=dM CMW4 SkyNBM Wd FreaM, OM Pam WW 1: Max! Frrn-. IR O.C. WOIMw 1: ArMr"en Low E Dor 1: AnMmn Law E Door 2: SON L. peal Olueq Flow l: W a:1 JdN SONAR 1: 62 AFUE COMPLIANCE STATEMENT: TM VOpoead WONdin4 MVe In d(X%NTld Is mNMdea+WM, aha b1d M plans, ePiodho•tlam,am o cekdMlan&ONIMd%AT One prm6 epd cadW.TM propceW eydema Naw Wean dwW*d N meal OM New Yodl Stw Enr4y Comxvtlbn ComWdon Ca" IytlrrnNd". ARCHITECTS SEAL. SIGNATURE AND DATE IN TITLE BLOCK ENERGY NOTES' CMlln41. Fat CWk14 R-19 0 C&ft imadw. Ventmat WMe. Ceapa 2. CoVednI CGWV . R-16.0 MAY irwIftan VedllMhn INI Ne. WMI 1Wood Frim, 1B' o. a., R-13.0 avly IruNmaa Wndaa: U-Iwer. 0.34D: AMr"n- Low E Gleft S44W". Waad Flrn", DOOM PAm. LLNdar. 0.430 Dor 1: GIOM. LLNda: 0. W..Artlrean Dr. OOor2 SoOd. U -Valor: D.22D: SM WFb"rpeaADr FRaTs FIM 1:Wood Jd-L Ow Unewdl wd Space. R-16.0 caHy Im14"Non HVAC Eauarwa, InNuMI N mdrrrMrKa wNW Sec SM. BOW. 62 AFUE MIN. Air UNOMae: ON 1.4JdNa. penWMMm,W"Na Pat opw*W in 5M WWN wv"lope ITA NOT, -micas of WNak"4e mud M"a d u apadSW M 502.1.4.2 RWMW N" mud M Type C r"led W InMWdwNB m WM aft M mid d q"MNI W PMvrlt ON NMMgInM OM wO wllble eaNM.V"pr R@Wdr WM m aM wham-O,w lift d"Imnunbd aNNnq.Wed"A IWKS 1.0 pMm ma Morwa Idsndka n: Malarla4 W "pnprd met M kl"dMW "o OW aampllema mea doom uNj W moot M In a5W M amatlwlm v4m IN, m"ndaaWaT" wwalw1al NMWWpuand mot. WdIMaOm In ooNorm wIMBr 503 Fk"pMM mut M ImIMIW wall dyd Rana mrt lxwdble 6Mpeaa iscn, W Mud M m7Vlded wNh a awns dmmbu"tlm W, r womd by M WAN mot Saha, Wdr Neaft b be im aW M Od4arinYw" wM SMAlon SW. Inww raalWn Nd waW MN, M aha Nv4s M TabN 1. Hea5D4 W Dadlna PIPOC Imuletlon N conla++rl wlm Swbn 603. Nicosia Grow 414M&SMLSWY203,Pm J*faw.N.Y 1177/ G" 1w.w.enmkwN.aaR EmeN: "M�"IIWceeNern Area a CrvNY Cont M Door PrMmMr R -VMI R -V" U-F"pd UA 1020+8.0 0.0 62 160 18.0 0.0 B T 0.420 3 2270 13.0 0.0 151 242 0.3W 82 W 0.110 U 36 0.220 B 1142 14.0 0.0 Se COMPLIANCE STATEMENT: TM VOpoead WONdin4 MVe In d(X%NTld Is mNMdea+WM, aha b1d M plans, ePiodho•tlam,am o cekdMlan&ONIMd%AT One prm6 epd cadW.TM propceW eydema Naw Wean dwW*d N meal OM New Yodl Stw Enr4y Comxvtlbn ComWdon Ca" IytlrrnNd". ARCHITECTS SEAL. SIGNATURE AND DATE IN TITLE BLOCK ENERGY NOTES' CMlln41. Fat CWk14 R-19 0 C&ft imadw. Ventmat WMe. Ceapa 2. CoVednI CGWV . R-16.0 MAY irwIftan VedllMhn INI Ne. WMI 1Wood Frim, 1B' o. a., R-13.0 avly IruNmaa Wndaa: U-Iwer. 0.34D: AMr"n- Low E Gleft S44W". Waad Flrn", DOOM PAm. LLNdar. 0.430 Dor 1: GIOM. LLNda: 0. W..Artlrean Dr. OOor2 SoOd. U -Valor: D.22D: SM WFb"rpeaADr FRaTs FIM 1:Wood Jd-L Ow Unewdl wd Space. R-16.0 caHy Im14"Non HVAC Eauarwa, InNuMI N mdrrrMrKa wNW Sec SM. BOW. 62 AFUE MIN. Air UNOMae: ON 1.4JdNa. penWMMm,W"Na Pat opw*W in 5M WWN wv"lope ITA NOT, -micas of WNak"4e mud M"a d u apadSW M 502.1.4.2 RWMW N" mud M Type C r"led W InMWdwNB m WM aft M mid d q"MNI W PMvrlt ON NMMgInM OM wO wllble eaNM.V"pr R@Wdr WM m aM wham-O,w lift d"Imnunbd aNNnq.Wed"A IWKS 1.0 pMm ma Morwa Idsndka n: Malarla4 W "pnprd met M kl"dMW "o OW aampllema mea doom uNj W moot M In a5W M amatlwlm v4m IN, m"ndaaWaT" wwalw1al NMWWpuand mot. WdIMaOm In ooNorm wIMBr 503 Fk"pMM mut M ImIMIW wall dyd Rana mrt lxwdble 6Mpeaa iscn, W Mud M m7Vlded wNh a awns dmmbu"tlm W, r womd by M WAN mot Saha, Wdr Neaft b be im aW M Od4arinYw" wM SMAlon SW. Inww raalWn Nd waW MN, M aha Nv4s M TabN 1. Hea5D4 W Dadlna PIPOC Imuletlon N conla++rl wlm Swbn 603. Nicosia ARGHITEGT gnEric 414M&SMLSWY203,Pm J*faw.N.Y 1177/ T"Nphm".1581)4254455. F¢ (0311 affia648 1w.w.enmkwN.aaR EmeN: "M�"IIWceeNern WINDJAMMER DRIVE SOUTHOLD, N.Y. 5ECTI0N/RI5ER/ENERGY Job#:040310 Scale: 1/8"=1'-0" Date: 8118105 By: E. N. Rev: -6 5r -T 48-8" PP STEPS FWGe0611R att,a � 131,3W'%,Yv4'LW NOOK "2"a .. Vr FUEH LVL 4" 4'-D" M y 0 LID S FOYER 1 (21 11 3MX61N' FLUSH LVL T-2" 4" R N TW3I Nt aTt10 -I� 144" 3 FAMILY ®8€� 4D inY BON 14'•1" 2'-0" F a � O Yl LIVING ® 1 n 1 � xw.n roumen TW3D16-2 ® u COVERED PORC y R d4'XB'PPT DEOKIND � �7 22X10 5 5" — — — — — SS" _ - 4" _ — sxmrmlLEDAFDVAwtmPORCHPoervniH uvLFT CONNECTION TOP ANpnJTTaN iHRI DECKS M4%�o C�2tt CC NEWEL i6T OFM PaSYB ; A) 13'-T 8'-0" 14' 5r -T WINDOWS. ANDERSEN 40D SERIES TILTWASH WITH LOW E GLAZING (DM. A TW PROVIDES A CLEAR OPEN AREA OF S." SOFT AS PER ANDERSEN DATA AND IS IN CONFORMANCE WITH R310 WINDOWS SHOWN PROVIDE ROOMS WITH AT LEAST 8%LIGHT AND 4% VENTILATION W CONFORMANCE WITH R303.1 VERIFY ALL OUANTITIES ROUGH OPENINGS. MULLIONS. TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWSNOORS AND BEFORE FRAMING OPENINGS. MINIMUM WINDOW AND MULLION DESIGN PRESSURE RATINGS. DPW UNLESS NOTED EXTERIOR DOOR ASSEMBLIES ARE TO HAVE A MINIMUM DESIGN PRESSURE RATING. DM. 11 1 WHITUT TN.PMM: (WI) 9284450. Far: (6311 B2&0513 MAU3141I M.in Sh..t.6UXs Pat J.6d.m, N.Y. IITTT LIST OF ABBREVIATIONSIS PPi8TE SOUTHOLD, N.Y. ,tF Job#:040310 ADI PLMIMAIA APop -4 - 2BeB TW215210 r /-7 C.mM CEAMWf ASONRYUNIrS - DP URERATING J,CJ.M FLOOR JOMrCEffJM JOET, ROOF RAFTER ��GJ��1.. PC CONCRETE 221118 �. ppr PRE53UREPERSERVATIVE TREATED WOOD ML UNDERIVIRITERSLABORAITORY - O.C. ON CJWISR SPACINGTYP TYPICAL SOLID NETAL +D FLU ORMWUS SMIOKE DETECTOR CLDTHB DRYER EXHAUST LAUNDRY 1 pIICT i0 EXTERIOR WRH ON . VATNIIDINCOId MAMEWTHR,501 D -1 AID MMIlFAC1MER8 MTALLAnON T-07"', -- IHBTPUI TIOmE HD DETAILS I L1 " KITCHEN I � � 2686 NN ro Y.IX101 � Iwo 2888 -10'� S-0" U.LIRn BBF -III' N- TLOBMR1G flRE 0.UR. std be I — 1G' -T 23b R4 _ § DINING pi k1 S9'TYFEXGYPSIIY BOb CN WALLS. Of°R 4O n I OflLRIG WRHDE TYPEO # n BOMAUL I=IEiACECFIpIEE MUSE o , $ WNL IADINING OMNI£ I GARAGE YY0 I yy •Y _ 4PT GENE ON WD BABE OR S 2.2X10 b BL 0 S TW4p18.2 HIRE MWI1118CH TOcn TO WPtOVEHEAD[ R8 OVERHEAD WCRB 0 A Y4MI6lV9 iMT,E LtLt 1 0 2-Zxto a2x+0 6 48-8" PP STEPS FWGe0611R att,a � 131,3W'%,Yv4'LW NOOK "2"a .. Vr FUEH LVL 4" 4'-D" M y 0 LID S FOYER 1 (21 11 3MX61N' FLUSH LVL T-2" 4" R N TW3I Nt aTt10 -I� 144" 3 FAMILY ®8€� 4D inY BON 14'•1" 2'-0" F a � O Yl LIVING ® 1 n 1 � xw.n roumen TW3D16-2 ® u COVERED PORC y R d4'XB'PPT DEOKIND � �7 22X10 5 5" — — — — — SS" _ - 4" _ — sxmrmlLEDAFDVAwtmPORCHPoervniH uvLFT CONNECTION TOP ANpnJTTaN iHRI DECKS M4%�o C�2tt CC NEWEL i6T OFM PaSYB ; A) 13'-T 8'-0" 14' 5r -T WINDOWS. ANDERSEN 40D SERIES TILTWASH WITH LOW E GLAZING (DM. A TW PROVIDES A CLEAR OPEN AREA OF S." SOFT AS PER ANDERSEN DATA AND IS IN CONFORMANCE WITH R310 WINDOWS SHOWN PROVIDE ROOMS WITH AT LEAST 8%LIGHT AND 4% VENTILATION W CONFORMANCE WITH R303.1 VERIFY ALL OUANTITIES ROUGH OPENINGS. MULLIONS. TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWSNOORS AND BEFORE FRAMING OPENINGS. MINIMUM WINDOW AND MULLION DESIGN PRESSURE RATINGS. DPW UNLESS NOTED EXTERIOR DOOR ASSEMBLIES ARE TO HAVE A MINIMUM DESIGN PRESSURE RATING. DM. 11 1 P -/ f I AMIMGAWTEs -. ALL FRAMING LUMBER TO BE DOUGLAS FIR -LARCH m. PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED NO HOLES ALOWED IN LVLS OR ANY HEADEPoORDER. NOTCHING AND BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AFa PA MOM. DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS. SOUR BLOCKING UNDER NON LOAD SEARING PARTITIONS.I JOISTS TO CONFORM TO MANUFACTURERS I NSTRUCTIONS. JOISTBIRAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. SOLID BLOCKING/ SOLID WEB STIMNERS AT ALL SUPPORTS. DWPHRAM BLOCWNG AS INDICATED. Mi.ERS FOR GYPSUM BOARD CEILINGS AS REQUIRED. FIREIDRAFTSTOP CHASES AND PORCHS. LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: E:2.000,000 pd, FM 2mD pM FY.2B6 pN LVLS TO HAVE MINIMUM OF 3' BEARING. NO HOLES ALLOWED IN LVLS. DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER WIN A MINIMUM OF 2 ROWS OF 160 NAILS 12 O.C.. 3 ROWS OF led NAILS 1T O.G. FOR 1P-18' MEMBERS. SEE MANUFACTUTRERS INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF SIDE LOADED MULT4PLY BEAMS. CONNECT JOSTS TO FLUSH HEADERS, ORDERS STEEL FRAMING HANGERS. AS PER MANUFACTURERS INSTRUCTIONS SEE LOAD PATHBECTION SHEET FOR ADDITIONAL ROOF STRAPS, HEADER AND SILL STRAPS HOLOONNS, SHFAR WALLS, ETC. NALWO SCNEWLE•1NN4. F6PA REF18eEyC¢ NDT 61cLWW G upLFT a HOLOOWN DommmoN3. DESCRIPTION -Commas NNM ANAILSMAL SPACXG ROOFCEIAMS, RaA.-Shko. 6 Io Qftftw~ 3bu%6LMSM.VAW-hmpb Za6. M 6'aa Nlsa 12'aa IMM 98RmaaI.NSh6'0AI9'4'P"mMwZe M 6" as ado%. 1T as IMM IN "- 3110004p 4' PmlmmmZmm M 6•aa.OVA Toa OW ShmWft OFM*.nd Apft 0.m.. M PaamyA Yaa6W Immpm-OFpph mMF4"wmm. M 4-aa.d4TA 4- M& 3.M RIIh1YR0 PAMoft.-W 34d wmtbw Omww JNNyrap Plm.(m.Ymlm.q tad wyNm DIRnO.MMWm.SY RmY(1109"A IrQ SAM .mmmp NCJaa "wP/dm. Comv Jam LAP At podum iM am* Alp comm TmmRmlwpwwmm.o 9 -IM wO.slMma O/mn"6 Bb m P Mp M0** 241 ..ah and pnd• " 11M mobwd aws ma9md•CON"a M Paul Taa.4P, IM, 6W WALL- GypwmBa -W&N MCaal 7%, edg%10"aa 6Nd m oodu NShOW&W ed 6' C. m414 12 -am 6Nd TappMmmrpph"ffiM. &v" 2-1M whim rap Plmmmmlf. I INC60 .0 MM Rbb .kft •4md To Bmomm.na" b1M m"aa memom T*H"dvffim".s.Q 1M /Taamftve111.. Tamm. pmmmmlM(mmnm0 1M prYp TbpSamNppgmm.hm00-0" b1M w. Balfaaplm.mFinaTJOMSRM b1M wmN FLOOR. 36o 11&GSNNma-p 11 M 8•aanbm 12"aa3Nd. Jame m 3mWmbskdw Ift"mmem 1-W wpm BTMOhgm Jaw (m.Yl.som &M ..' wd mcidnamidom ..1" 2•Id mK3.rM 01 , m110 m SB m rap pml.(b.NTom mm ..ah emah L.aym3w ToOmmm(6m -Aw 3•iM YJmN A,&t.L.4Tm Ta Btrm IbeYm#.Q J%W wla4m Bmq JOMbJNm(mMII.O.d1 Lim wj / ami JN wsm%mpa.aM" 2-16d wmN ACIMFAFFLICABLEMBENCONFORMANCEL MANUF.MTRUCTNTNS eric Nicosia WHITUT TN.PMM: (WI) 9284450. Far: (6311 B2&0513 MAU3141I M.in Sh..t.6UXs Pat J.6d.m, N.Y. IITTT LIST OF ABBREVIATIONSIS WINDJAMMER DR. SOUTHOLD, N.Y. A Job#:040310 ADI PLMIMAIA APop -4 `O CL- CD M BUMONaWEDE7E TDR NICps /-7 C.mM CEAMWf ASONRYUNIrS - DP URERATING J,CJ.M FLOOR JOMrCEffJM JOET, ROOF RAFTER ��GJ��1.. PC CONCRETE ppr PRE53UREPERSERVATIVE TREATED WOOD ML UNDERIVIRITERSLABORAITORY - O.C. ON CJWISR SPACINGTYP TYPICAL +D FLU ORMWUS SMIOKE DETECTOR 9 <� y� 1 P -/ f I AMIMGAWTEs -. ALL FRAMING LUMBER TO BE DOUGLAS FIR -LARCH m. PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED NO HOLES ALOWED IN LVLS OR ANY HEADEPoORDER. NOTCHING AND BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AFa PA MOM. DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS. SOUR BLOCKING UNDER NON LOAD SEARING PARTITIONS.I JOISTS TO CONFORM TO MANUFACTURERS I NSTRUCTIONS. JOISTBIRAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. SOLID BLOCKING/ SOLID WEB STIMNERS AT ALL SUPPORTS. DWPHRAM BLOCWNG AS INDICATED. Mi.ERS FOR GYPSUM BOARD CEILINGS AS REQUIRED. FIREIDRAFTSTOP CHASES AND PORCHS. LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: E:2.000,000 pd, FM 2mD pM FY.2B6 pN LVLS TO HAVE MINIMUM OF 3' BEARING. NO HOLES ALLOWED IN LVLS. DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER WIN A MINIMUM OF 2 ROWS OF 160 NAILS 12 O.C.. 3 ROWS OF led NAILS 1T O.G. FOR 1P-18' MEMBERS. SEE MANUFACTUTRERS INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF SIDE LOADED MULT4PLY BEAMS. CONNECT JOSTS TO FLUSH HEADERS, ORDERS STEEL FRAMING HANGERS. AS PER MANUFACTURERS INSTRUCTIONS SEE LOAD PATHBECTION SHEET FOR ADDITIONAL ROOF STRAPS, HEADER AND SILL STRAPS HOLOONNS, SHFAR WALLS, ETC. NALWO SCNEWLE•1NN4. F6PA REF18eEyC¢ NDT 61cLWW G upLFT a HOLOOWN DommmoN3. DESCRIPTION -Commas NNM ANAILSMAL SPACXG ROOFCEIAMS, RaA.-Shko. 6 Io Qftftw~ 3bu%6LMSM.VAW-hmpb Za6. M 6'aa Nlsa 12'aa IMM 98RmaaI.NSh6'0AI9'4'P"mMwZe M 6" as ado%. 1T as IMM IN "- 3110004p 4' PmlmmmZmm M 6•aa.OVA Toa OW ShmWft OFM*.nd Apft 0.m.. M PaamyA Yaa6W Immpm-OFpph mMF4"wmm. M 4-aa.d4TA 4- M& 3.M RIIh1YR0 PAMoft.-W 34d wmtbw Omww JNNyrap Plm.(m.Ymlm.q tad wyNm DIRnO.MMWm.SY RmY(1109"A IrQ SAM .mmmp NCJaa "wP/dm. Comv Jam LAP At podum iM am* Alp comm TmmRmlwpwwmm.o 9 -IM wO.slMma O/mn"6 Bb m P Mp M0** 241 ..ah and pnd• " 11M mobwd aws ma9md•CON"a M Paul Taa.4P, IM, 6W WALL- GypwmBa -W&N MCaal 7%, edg%10"aa 6Nd m oodu NShOW&W ed 6' C. m414 12 -am 6Nd TappMmmrpph"ffiM. &v" 2-1M whim rap Plmmmmlf. I INC60 .0 MM Rbb .kft •4md To Bmomm.na" b1M m"aa memom T*H"dvffim".s.Q 1M /Taamftve111.. Tamm. pmmmmlM(mmnm0 1M prYp TbpSamNppgmm.hm00-0" b1M w. Balfaaplm.mFinaTJOMSRM b1M wmN FLOOR. 36o 11&GSNNma-p 11 M 8•aanbm 12"aa3Nd. Jame m 3mWmbskdw Ift"mmem 1-W wpm BTMOhgm Jaw (m.Yl.som &M ..' wd mcidnamidom ..1" 2•Id mK3.rM 01 , m110 m SB m rap pml.(b.NTom mm ..ah emah L.aym3w ToOmmm(6m -Aw 3•iM YJmN A,&t.L.4Tm Ta Btrm IbeYm#.Q J%W wla4m Bmq JOMbJNm(mMII.O.d1 Lim wj / ami JN wsm%mpa.aM" 2-16d wmN ACIMFAFFLICABLEMBENCONFORMANCEL MANUF.MTRUCTNTNS eric Nicosia WHITUT TN.PMM: (WI) 9284450. Far: (6311 B2&0513 MAU3141I M.in Sh..t.6UXs Pat J.6d.m, N.Y. IITTT wAW.aAmlmamuXn. EmW:.rla®NknlmW.am WINDJAMMER DR. SOUTHOLD, N.Y. FIR5T FLOOR PLAN Job#:040310 Scale: 1/8"=1'-0" -4