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31470-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31936 THIS CERTIFIES that the building NEW DWELLING Date: 10/23/06 Location of Property: 165 DEER RUN SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 4 Lot 17.21 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 4, 2005 pursuant to which Building Permit No. 31470-Z dated SEPTEMBER 21, 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 THREE CAR GARAGE & COVERED FRONT & REAR PORCHES AS APPLIED FOR. The certificate is issued to FREEFORM BUILDING PARTNERS, LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0167 09101106 ELECTRICAL CERTIFICATE NO. 106373C 09/05/06 PLUMBERS CERTIFICATION DATED 08/23/06 WM. SCHWAMB PLUMB.& HEAT. or' ed Signature Rev. 1/81 SIL -'I� -�a-g0 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 wA k following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $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 / Date. �17 1�T, New Construction: `� Old or Pre-existing Building: (check one) P\op8Location of f Y: k2L� �C9it 1� House No. Street Hamlet Owner or Owners of Propert}zr>n �u Lit F iter �Pfz�N�2S L L - Suffolk County Tax Map No 1000, Section 7j Block 44 Lot Subdivisionli( QF Zo + r ern 4 -} �,,, (,TV t�Vit ed Filed Map. 111t4 Lot: � Permit No._� 1{��_ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one)1 Fee Submitted: $ Kporicant Signature 6 c 1 Iq 1C__V1 ./ P(lQ/- Cd � 319 3� 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. 31470 Z Date SEPTEMBER 21, 2005 Permission is hereby granted to: ZOUMAS CONTRACTING CORP PO BOX 361 WADING RIVER,NY 11792 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE AND COVERED FRONT & REAR PORCHES AS APPLIED FOR PER PLANNING BOARD at premises located at 165 DEER RUN SOUTHOLD County Tax Map No. 473889 Section 079 Block 0004 Lot No. 017.021 pursuant to application dated SEPTEMBER 4, 2005 and approved by the Building Inspector to expire on MARCH 21, 2007. Fee $ 2,573.70 k�C - Authorized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Etectrrcal Inspection Service, Inc. Application Number 9/5/06 375 Dunton Avenue 106373C East Patchogue, New York 11772 (631) 286-6642 Issued To: Freeform Building Part LLC - Lot #4 Street: 165 Deer Run Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Double -Pole Electric Inc. Lic. # 3913-E __... VJs> s:csrrnsdarhfouidto be irt-ccrtp8oneoivith the -Netiortal-Peetrical-6 =— - n Commercial [J NV Defects D Pool QX 1st Floor [X Indoor X! Basement irl Hot Tub XI Residential I_] Det. Garage iX Attic L-1 2nd Floor X Outdoor f —i Addition C , Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 90 76 115 10 4 2 Dishwasher WashedAmps Dryer/Amps Oven Range/Amps Microwaves 2 1 20 1 gas 1 gas 1 1 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 6 8 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 300 1 X / 1 3 Bldg. Permit: 3147OZ Other Equipment 150amp main breaker panel / 5-20amp pecial circuits / 3 garage door opener receptacles / 4-15amp air handlers / 40amp ac disconnect / 30amp ac disconnect / 2-20amp ac disconnect Hugo S. Surdi President Rough Inspection: 03/08/2006 Inspector: Areal Angelillo Final Inspection: 08/30/2006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. LOT AREA -8Z635 SQ. FT. 0 NOTE LOT CLEARING 7 OPO 01 N 1224 6 IS' D%WiW E43EMW `L' MFOWeOUWY CeMTMENT OF HEALTH SERVII 4,ES APPRO OF CONSTRUCTED WORKS FOR t 35.21 A NCLE FAMILY RESID NCE PV�(A rr•- dispoaal ly fa;.:'.;tic .. I=__'::;l ` :eea MapcMed a " c ecr;:`be satlsbo y FO,e P N 8747'29" W 298.36' LAT NIWBER S Owl C. -N OI w If Ri ?i V 0. i 1' 101.6' - Ab 4: ��' Ivo^). v NoRT�I BA �E W AIW NOTE: CESSPOOL. SEPTIC TANK k WATER % SERVICE LOCATIONS BY OTHERS. 04D 6-26-2008 FINAL SURVEY 11-08-2005 FOUNDATION LOCATION B-18-2005 REVISED PROP DWELLING ��77 12-10-2004 REVISED SANITARY SYSTEM P-16 -C) Lf -01b7 M amen In mm M waueww In M rMe M UM ON M s V n FlNOw Nw UK Nw 7MMOK Ne nor JOB No. 04-262 FILE No. ZOUMAS CONTRACTING NaliO A wwa M i OF rows, aava" nYLA r0ea. PRIM PLAN" iM^ =m 10 Mwaawa M Mn' "M wwrlannft SURVEYED FOR U W n== ILMMM a rWIM m na NOW N A MAlwM OF l rW LOT NUMBER 4 law a M law "m woe Bum= uar. MAP OF ZOUMAS CONTRACTING CORP wvmffm a nam wWl Mm OILY W M Fo FM nrwlr M SITUATED AT BAYVIEW ■mar ■ pWgft no el nw EIK7 W M "U CWW. WAMMO IX lawwr no I awlwlnar L N HOOK IM ID M I"l"ea a M smue m erwwl ne on nw/ewle m ADOMOM wwn nam TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. GWW a la Mader rM Inr � M LIN" alaler W N® WAL ON SCALE 1" = 60' DATE 10-15-2004 °OMaa® "L NVLL Mor Z O° ll a A Uaw las CWP. FILED MAP No. 11166 DATE 10-01-2004 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-79-4-17.21 MCI[ 9Mj N.Y. LIC. No. 048992 N n F. N Pv I Jul 2 NOTE LOT CLEARING 7 OPO 01 N 1224 6 IS' D%WiW E43EMW `L' MFOWeOUWY CeMTMENT OF HEALTH SERVII 4,ES APPRO OF CONSTRUCTED WORKS FOR t 35.21 A NCLE FAMILY RESID NCE PV�(A rr•- dispoaal ly fa;.:'.;tic .. I=__'::;l ` :eea MapcMed a " c ecr;:`be satlsbo y FO,e P N 8747'29" W 298.36' LAT NIWBER S Owl C. -N OI w If Ri ?i V 0. i 1' 101.6' - Ab 4: ��' Ivo^). v NoRT�I BA �E W AIW NOTE: CESSPOOL. SEPTIC TANK k WATER % SERVICE LOCATIONS BY OTHERS. 04D 6-26-2008 FINAL SURVEY 11-08-2005 FOUNDATION LOCATION B-18-2005 REVISED PROP DWELLING ��77 12-10-2004 REVISED SANITARY SYSTEM P-16 -C) Lf -01b7 M amen In mm M waueww In M rMe M UM ON M s V n FlNOw Nw UK Nw 7MMOK Ne nor JOB No. 04-262 FILE No. ZOUMAS CONTRACTING NaliO A wwa M i OF rows, aava" nYLA r0ea. PRIM PLAN" iM^ =m 10 Mwaawa M Mn' "M wwrlannft SURVEYED FOR U W n== ILMMM a rWIM m na NOW N A MAlwM OF l rW LOT NUMBER 4 law a M law "m woe Bum= uar. MAP OF ZOUMAS CONTRACTING CORP wvmffm a nam wWl Mm OILY W M Fo FM nrwlr M SITUATED AT BAYVIEW ■mar ■ pWgft no el nw EIK7 W M "U CWW. WAMMO IX lawwr no I awlwlnar L N HOOK IM ID M I"l"ea a M smue m erwwl ne on nw/ewle m ADOMOM wwn nam TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. GWW a la Mader rM Inr � M LIN" alaler W N® WAL ON SCALE 1" = 60' DATE 10-15-2004 °OMaa® "L NVLL Mor Z O° ll a A Uaw las CWP. FILED MAP No. 11166 DATE 10-01-2004 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-79-4-17.21 MCI[ 9Mj HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 1T792 631-929-4695 N.Y. LIC. No. 048992 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 1T792 631-929-4695 21 06 01:27p (sit 4 4 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11.971.-0959 • • Schembri Homes ae 6319294302 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: p.1 Fa (631) 765-9502 Telephone (631) 765.1802 Building Permit No. 314-7oz. SeCi 1prl -79$10Ck- 000q L -t 1'-7 - ©a 1 Owner: 60- 5ocm W l (Please, print) I Plumber: 1 1� 1 AMC-C'-kiA) 1 mt0 N'1 J l (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this a�'r day of&\ -k 20bU 1 11 NotaryPublic, Jlny t l County DEORAH A. DONEGAN NOTARY of New York No Quafified In SUIfoiN Ccunty ryry,, Commission Expires March 18, LA) Signature) r•st_� rs j. taylor design group architecture + interiors 40 rogers drive, new rochelle, ny 10804 t. 914.740.5966 Town of Southold Building Department Town Hall Southold, NY 11971 Re: Single Family Residence (Vineyard House) Building Permit No. 31470 Location: 165 Deer Run, Southold, NY County Tax Map No: 473889 Section: 079 Block: 0004 Lot No: 017.021 LLC f. 914.931.8088 February 24, 2006 I ,. After having inspected the construction of the house at the location indicated above, I have found that -- to the best of my knowledge, belief and professional judgment -- the ties, straps, and anchors used to resist wind loading have been properly installed to meet or exceed the requirements of the Building Code of the State of New York and the requirements set forth in the design drawings issued by my office. Sincerely, Jason Taylor, R.A., AIA Managing Principal — J. Taylor Design Group LLC DAM �� �y0 1p9��i► Y N�9� 029syy F OF N sign and seal i. taylor design group LLC • 40 rogers drive • new rochelle, ny 10804 • t 914.740.5966 • f 914.931.8088 If Co o� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INS TION [ ] FRAMING/ STRAPPING [ O INA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND[ IN ATION [ ]FRAMING /STRAPPING [ ] FINAL [ ] FIREPLAM A CHIMNEY [ ] FIRE SAFETY INSPECTION - _ In L ��-�i \ P / cr/"- 70 �?— TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [VjeiloNSULATION [ IF NG /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY[ ] FIRE SAFETY INSPECTION REMARKS: INSPECTOR =-ti TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION FRAMING/ STRAPPING [ ] FINAL [ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 3 �7- if INSPECTOR -` [ ] 31 �70 ;?:- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE X-'V_o 6 INSPECTOR 3 I IF7o z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [XJ FOUNDATION IST [ ] ROUGH PLBG. [� �] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! DATE l/� ` INSPECTOR FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) i • i �� ....:�'/✓- �. �_ ._, _ VL INSULATIONUMMVILL STATE ENERGY COi)� rrrr��y All, ►� ,+IFI ••I ,% mum ADDITIONAL • • TOWN OF SOJJTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. 3f 00 1 -- Examined 20 0 i Approved 120:L�— Disapproved a/c Expiration , 2022 Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Septic Form_ N.Y.S.D.E.C. Trustees Contact: Mail APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 91P-2-- '20 o5 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 the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. F 6F*O(LM ' �I LDi NG- '{�¢TM S� LLC- (Signature LC(Signature of applicant or name, if a corporation) l y2 Mrn et)IA AVC Svr/-a 300 � ��Mai`mg addre�of applicant) .9111 S, y /16-t7 r? State whether applicant is owner, lessee, agent, architect, engineer, gene al contractor, electrician, plumber or builder 14 Name of owner of premises (As on the tax roll or latest If a c� rp ati.o,n, signature of duly authorized officer (Pvh;r 16 and title of corporate offker) 4V/ Al Iti/1lix Builders License No. n/ Plumbers License No. Z.8 Electricians License No. Other Trade's License No. 1. Location of land on which proposed woSk will be done: House Number Street County Tax Map No. 1000 Section Subdivision MAP e F 2&,3m *%!� 5rtva�42. i 2 S>+y ✓Fe4,-J Hamlet 31ock Filed Map No. Lot /fogs l5a3 2 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction; a. Existing use and occupancy !/Acnes LaivO b. Intended use and Nature of work (check which applicable): New Repair Removal Demolition Other Work 4. Estimated Cost r%QD DDD • ea Fee (Description) ' (To be paid on filing this aplication) 5. If dwelling, number of dwelling units___Number of dwelling units on each floor N If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /JA 7. Dimensions of existing structures, if any: Front NA Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N/ia Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front • 3 Rear 0606.3 Depth �• 2 Height Number of Stories a- 9. Size of lot: Front gee Rear S w v¢y Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Aatr-n�irr� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOS 13. Will lot be re -graded? YES_ NOJWill excess fill be removed from premises? YES NO Conito.r, -•hndee- Gate a I- 14. 14. Names of Owner of premises PRN GNrYf Address Phone No. Name of Architect 3 A50tj T" LOA- Address Yo &W Dir. �fN ir�Aoh� No 914 (,3 G Name of Contractor S" a #s qg�Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. / 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSJ;,Cd/ /-j� , Kgnf, / / / 11 ` being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the :9%/, LDoe 4Z4 ke-a 14d0P- (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 o, day of 20 G S Notary Public LYNOA M BOHN NOTARY PUBLIC, State of Now York N0.01 B0802M2, 8 fk Cc ty Term Expires March 8, atco LOT AREA -82,635 SQ. FT. NOTE LOT CLEARING SHALL BE LIMITED TO 1 ACRE spo n 7 i N, ( t OCAll1�7 ry 0� 15' ORWM@ MENIM 235.2. N 87*41'29 W 298.36' LOT NUMBER 5 s o. cP a Ln IV��4 �— � IV 11-08-2005 v M WWW (W OMMMOMh Sar MLMOM MM M MM AM MM Tl M PRWM LMS M PSI A MPMOMM MMMOM! AMD IAS AIM TMMMMOK M NOf UM9dY W SIR Im � M/ Fina own" al!/, POO& PAMOM, PIAMIMM AMMNA A=O A "WN ON AM/ OTMT OMN MC IMMAM MM XMVM 1 a AUMM TO Tr &MAI u A MOA M OF WMMM 7>OM W M 1 "W WME MM KM M TAIL MIWYNIMr WMdOMD MW BOLL MM ONLY W AE P FOR MW M WAMY S P WLW. AM W M WVLF w M ME COW" MAWOMM L AMS F AMO L== MMWTrM UWm HM K AND m M AMLMMS OF M LMOMO MWTMMO L WOMMI®M NOT 7AWrSMWE M AWMIMM. MMMNMnM W WLMMrPf o O@Mi OP TM MO WLY NIP Off MEMO M IAO MOMM M M MW MEAL OR S MMM. WML NX E CONN== Tl ME A WLM TML QW -f CERTIFIED ONLY TO: N.Y. LIC. No. 048992 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E 11-08-2005 FOUNDATION LOCATION 8-18-2005 REVISED PROP DWELUI W A �P41 JOB No. 04-262 FILE No. ZOUMAS CONTRACTING SURVEYED FOR 31 �7o LOT NUMBER 4 MAP OF ZOUMAS CONTRACTING CORP SITUATED AT BAYVIEW TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1' = 60' DATE 10-15-2004 FILED MAP No. 11166 DATE 10-01-2004 TAX MAP No. (REF ONLY) 1000-79-4 P/0 17.17 DISK 2004 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 N � n N h ayyO K 2 ry 0� 15' ORWM@ MENIM 235.2. N 87*41'29 W 298.36' LOT NUMBER 5 s o. cP a Ln IV��4 �— � IV 11-08-2005 v M WWW (W OMMMOMh Sar MLMOM MM M MM AM MM Tl M PRWM LMS M PSI A MPMOMM MMMOM! AMD IAS AIM TMMMMOK M NOf UM9dY W SIR Im � M/ Fina own" al!/, POO& PAMOM, PIAMIMM AMMNA A=O A "WN ON AM/ OTMT OMN MC IMMAM MM XMVM 1 a AUMM TO Tr &MAI u A MOA M OF WMMM 7>OM W M 1 "W WME MM KM M TAIL MIWYNIMr WMdOMD MW BOLL MM ONLY W AE P FOR MW M WAMY S P WLW. AM W M WVLF w M ME COW" MAWOMM L AMS F AMO L== MMWTrM UWm HM K AND m M AMLMMS OF M LMOMO MWTMMO L WOMMI®M NOT 7AWrSMWE M AWMIMM. MMMNMnM W WLMMrPf o O@Mi OP TM MO WLY NIP Off MEMO M IAO MOMM M M MW MEAL OR S MMM. WML NX E CONN== Tl ME A WLM TML QW -f CERTIFIED ONLY TO: N.Y. LIC. No. 048992 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E 11-08-2005 FOUNDATION LOCATION 8-18-2005 REVISED PROP DWELUI W A �P41 JOB No. 04-262 FILE No. ZOUMAS CONTRACTING SURVEYED FOR 31 �7o LOT NUMBER 4 MAP OF ZOUMAS CONTRACTING CORP SITUATED AT BAYVIEW TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1' = 60' DATE 10-15-2004 FILED MAP No. 11166 DATE 10-01-2004 TAX MAP No. (REF ONLY) 1000-79-4 P/0 17.17 DISK 2004 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 LOT AR�A-82,6 F ,FL EL '. GAR ELEV 25.5 (21.3) (23.0) F NOTE LOT CLEARING SHALL BE LIMITED TO t N sp , V-Ot NUM (26. °P6T245g"Epi ! 2005 (25.$) lb (25.5) ri _ 7a 15• DMRi10E EASOAW N 8741'29'W 298.36' LOT NUMBER 5 — VACANT NDRTi� M ORMFO (00 CUOMO" ONOON HUMN MM M EOOO10® 17 M FFAM Y LUM NE ION A PONE AMO! AM M 00 TIPTOE NE NOI MIOOm m OMF M OM MI OF P10M WOODS MUA POOIf. WM PIMIOO "AA MOIRR 10 "ONI0 ON AMY oOOI CONEMOWL UM7IRO Mp ALMMOI an MORON 11 1M NOW ■ A MOAIOM OF @.'000 7700 OF M NM VOM SOM MOM IOM. OIAMMON KNOW NOTW OWL OM OA7 TO M MOM RN va" M Offm O NOMM. AM am NO OOINs TE M TTE OOOMNF, OOOM!>/ x AODW AAO unow OONORON UOm NO®N. RO 10 M AOOm O' M UDOO RiAOOL PKIMN m NE MR 7RNMAOVOE 10 AOMOOIL 0oON0OM OR MOSCOW flow OOP® OF TIO WMP YP NOT WON M IMID WATKfOn 0000 MIL ON Oro_ Oi1L OWL Off i 00NMO® 70 M A tlOM TOR OOH'. CERTIFIED ONLY TO: HAROLD F. TRANCHON JR. N.Y. LK:. No. 046992 PENN. LIC. No. 21T—E 1 ACRE Rk�L'r ib'Ft1 FOLD; COUNTY —6 AN 10.015) (25.5) U1 AkDo w r^ w c (26.0) (25.$) A� sEE 6 A NorEh. i4b A� v (25.5) (23.0) 1 1 BA SIE ,&04 2,10-oy-d1�7 6 - 20 - 2005 REVISE SEPTIC SYSTEM JOB No. 04-262 FILE No. ZOUMAS CONTRACTING SURVEYED FOR LOT NUMBER 4 MAP OF ZOUMAS CONTRACTING CORP SITUATED AT BAYVIEW TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1" = 60' DATE 10-15-2004 FILED MAP No. 11166 DATE 10-01-2004 TAX MAP No. (REF ONLY) 1000-79-4 P/0 17.17 __._ HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RNER—MANOR RD. WADING RIVER, NEW YORK, 1T/92 631-929-4695 LOT AREA -62,635 SO. FT. NOTE LOT CLEARING SHALL BE LIMITED TO 1 ACRE F FL ELEV 27.5 JWI0 GAR EIEV 25.5 WNomt _,moi � ��"" (26.0) an (21.3) l lk fn w N {� n N NCID(�p, J 40 v \� ;' �° (26.0) Z a N N 14T ,iMori' is' DMNNADE EASEMENT Q' 4 v (23.0) (25.5) N 8T41'291N 298.36' (23.0) L07 NUMBER 5 - VACANT 1 R-25.00' "tel Lm�.2r N�RT�I 8 A �'VIE� ROAD ME OFFWPI (OR 0000000" 4110UM IROmR FROM INE STGCTUEs TO THE POORRIY UNES ARE FOR A WEOM KWOW AND RYE AND IMEEFGE NE NOT INTERRED TO GUIDE 716 ENWOON OF FEWEL REARM GMIA POOLL MOOR. PUNNMNI AIEAt AOINMM TO MINION IS OR AMY OWER ommffl ReIMIL U MMMM M AUDNIIDM OR AOORMM TO TSS SUAEY IS A WGNION OF SWOON 72M OF IE MDR YORK STNS MUGOIDM IAO. OUDAMTEEE WNIVED KO M WVLL URN OMLY TO ORE MWON FOR 'MMM ORE MONEY O PREPN®, NO ON M NOWF N ONE IIRP COYPAW. 0G9MRNDL AODM.? AND LE ORE RGRNRM UGm HER M. AND TO OE AMIN® OF THE Loom IFMRURGL GINWRDS AE NOT 71000FiSMIE TO AOORUOFML INSRRRINi OR SURMOLONT OWNERS. COPIES OF IMS RPM MP NOT DURING M RNID SREEYORS IM® SM OR DGOW4D SEAL 9WL NOT WE CONT TO E A WE) TRUE L'OPT. CERTIFIED ONLY TO: N.Y. LIC. No. 048992 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E JOB No. 04-262 FILE No. ZOUMAS CONTRACTING SURVEYED FOR LOT NUMBER 4 MAP OF ZOUMAS CONTRACTING CORP SITUATED AT BAYVIEW TOWN OF SOUTHOLD, SUFFOLK COUNTY. N.Y. SCALE 1" = 60' DATE 10-15-2004 FILED MAP No. 11166 DATE 10-01-2004 TAX MAP No. (REF ONLY) 1000-79-4 P/O 17.17 DISK 2004 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: Vineyard.rck PROJECT TITLE: Vineyard House COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.13 DATE: 08/31/05 DATE OF PLANS: 7/25/05 PROJECT DESCRIPTION: Single family residence DESIGNER/CONTRACTOR: J. Taylor Design Group LLC COMPLIANCE: Passes Maximum UA = 870 Your Home UA = 797 8.4% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2260 38.0 0.0 67 Skylight 1: Wood Frame:Double Pane with Low -E 9 0.390 4 Skylight 1 copy 1: Wood Frame:Double Pane with Low -E 9 0.390 4 Skylight 1 copy 2: Wood Frame:Double Pane with Low -E 9 0.390 4 Ceiling 2: Cathedral Ceiling (no attic) 280 30.0 0.0 10 Wall 1: Wood Frame, 16" o.c. 2609 15.0 0.0 160 Window 1: Wood Frame:Double Pane with Low -E 13 0.320 4 Window 1 copy 1: Wood Frame:Double Pane with Low -E 13 0.320 4 Window 2: Wood Frame:Double Pane with Low -E 17 0.320 5 Window 2 copy 1: Wood Frame:Double Pane with Low -E 17 0.320 5 Window 2 copy 2: Wood Frame:Double Pane with Low -E 17 0.320 5 Window 2 copy 3: Wood Frame:Double Pane with Low -E 17 0.320 5 Window 2 copy 4: Wood Frame:Double Pane with Low -E 17 0.320 5 Window 8: Wood Frame:Double Pane with Low -E 5 0.320 2 Window 10: Wood Frame:Double Pane with Low -E 10 0.320 3 Window 10 copy 1: Wood Frame:Double Pane with Low -E 10 0.320 3 Window 10 copy 2: Wood Frame:Double Pane with Low -E 10 0.320 3 Window 10 copy 3: Wood Frame:Double Pane with Low -E 10 0.320 3 Window 14: Wood Frame:Double Pane with Low -E 19 0.320 6 Window 15: Wood Frame:Double Pane with Low -E 34 0.320 11 Window 16: Wood Frame:Double Pane with Low -E 18 0.320 6 Window 16 copy 1: Wood Frame:Double Pane with Low -E 18 0.320 6 Window 18: Wood Frame:Double Pane with Low -E 5 0.320 2 Window 19: Wood Frame:Double Pane with Low -E 6 0.320 2 Window 19 copy 1: Wood Frame:Double Pane with Low -E 6 0.320 2 Window 20: Wood Frame:Double Pane with Low -E 6 0.320 2 Window 20 copy 1: Wood Frame:Double Pane with Low -E 6 0.320 2 Window 24: Wood Frame:Double Pane with Low -E 15 0.320 5 Window 25: Wood Frame:Double Pane with Low -E 14 0.320 4 Window 25 copy 1: Wood Frame:Double Pane with Low -E 14 0.320 4 Window 25 copy 2: Wood Frame:Double Pane with Low -E 14 0.320 4 Window 25 copy 3: Wood Frame:Double Pane with Low -E 14 0.320 4 Door 1: Glass 40 0.320 13 Door 2: Glass 42 0.320 13 Door 3: Solid 63 0.330 21 Door 4: Solid 22 0.330 7 Door 5: Solid 22 0.270 6 Wall 2: Wood Frame, 16" o.c. 2345 15.0 0.0 163 Window 29: Wood Frame:Double Pane with Low -E 12 0.320 4 Window 29 copy 1: Wood Frame:Double Pane with Low -E 12 0.320 4 Window 31: Wood Frame:Double Pane with Low -E 15 0.320 5 Window 31 copy 1: Wood Frame:Double Pane with Low -E 15 0.320 5 Window 31 copy 2: Wood Frame:Double Pane with Low -E 15 0.320 5 Window 35: Wood Frame:Double Pane with Low -E 32 0.320 10 Window 36: Wood Frame:Double Pane with Low -E 14 0.320 4 Window 37: Wood Frame:Double Pane with Low -E 15 0.320 5 Window 38: Wood Frame:Double Pane with Low -E 10 0.320 3 Window 39: Wood Frame:Double Pane with Low -E 7 0.320 2 Window 39 copy 1: Wood Frame:Double Pane with Low -E 7 0.320 2 Window 39 copy 2: Wood Frame:Double Pane with Low -E 7 0.320 2 Window 39 copy 3: Wood Frame:Double Pane with Low -E 7 0.320 2 Window 42: Wood Frame:Double Pane with Low -E 13 0.320 4 Window 43: Wood Frame:Double Pane with Low -E 15 0.320 5 Window 44: Wood Frame:Double Pane with Low -E 30 0.320 10 Window 45: Wood Frame:Double Pane with Low -E 4 0.320 1 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 438 30.0 0.0 14 Floor 2: All -Wood Joist/Truss:Over Unconditioned Space 2788 19.0 0.0 131 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registe ��nEiRL' Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, beli \ � pI)AM professional judgment, such plans or specifications are in compliance with this Code. yp r Builder/Designe Date REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 08/31/05 PROJECT TITLE: Vineyard House Bldg. Dept. Use [ 1 [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: 1 st floor walls 2. Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: 2nd floor walls Windows: 1. Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2. Window 1 copy 1: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? ( ] Yes [ ] No Comments: 3. Window 2: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 4. Window 2 copy 1: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 5. Window 2 copy 2: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 6. Window 2 copy 3: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 7. Window 2 copy 4: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 8. Window 8: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 9. Window 10: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 10. Window 10 copy 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 11. Window 10 copy 2: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 12. Window 10 copy 3: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 13. Window 14: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 14. Window 15: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 15. Window 16: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 16. Window 16 copy 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-Factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 17. Window 18: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 18. Window 19: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 19. Window 19 copy 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 20. Window 20: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes ( ] No Comments: [ ] 21. Window 20 copy 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: I 1 22. Window 24: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 23. Window 25: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 24. Window 25 copy 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ J 25. Window 25 copy 2: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 26. Window 25 copy 3: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? ( ] Yes [ ] No Comments: [ ] 27. Window 29: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 28. Window 29 copy 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 29. Window 31: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: ( ] 30. Window 31 copy 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 31. Window 31 copy 2: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 32. Window 35: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 33. Window 36: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: Skylights: 1. Skylight 1: Wood Frame:Double Pane with Low -E, U -factor: 0.390 For skylights without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2. Skylight 1 copy 1: Wood Frame:Double Pane with Low -E, U -factor: 0.390 For skylights without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 34. Window 37: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 35. Window 38: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 36. Window 39: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 37. Window 39 copy 1: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 38. Window 39 copy 2: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 39. Window 39 copy 3: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 40. Window 42: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 41. Window 43: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: segment arch top double hung window 42. Window 44: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2 units mulled together 43. Window 45: Wood Frame:Double Pane with Low -E, U -factor: 0.320 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Skylights: 1. Skylight 1: Wood Frame:Double Pane with Low -E, U -factor: 0.390 For skylights without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2. Skylight 1 copy 1: Wood Frame:Double Pane with Low -E, U -factor: 0.390 For skylights without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 3. Skylight I copy 2: Wood Frame:Double Pane with Low -E, U -factor: 0.390 For skylights without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: I Doors: [ ] 1. Door 1: Glass, U -factor: 0.320 Comments: [ ] 2. Door 2: Glass, U -factor: 0.320 Comments: [ ] 3. Door 3: Solid, U -factor: 0.330 Comments: [ ] 4. Door 4: Solid, U -factor: 0.330 Comments: [ ] 5. Door 5: Solid, U -factor: 0.270 Comments: I Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: [ ] 2. Floor 2: All -Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: I Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] 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 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. I Materials Identification: [ ] 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. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] 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-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ]I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. 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. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T 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-Circulatine Runouts Circulating Mains and Runouts Temperature ( Fl U12 to 1„ Un 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 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ranee ( Fl 2" Runouts l" 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 1.0 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 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) I App imt/ _ Owners Naaiw,. Architect/ f SCTM #: Dislricl: 1.000 Scc(iott: 131ock: Lo(:._.���� Date. . Subm'wed: ` Projccl Subdivision location: t —_., Name: $igle 8-, separate Required cemrj.wiaw (Yes ! No) _ Req a 3� tiny. !_aping Oislricl:�� (t zc: Actual: / 1 (I-oc cuvcragc OO' �ePri�lxi,cd 7 II ronl 1`ard D r (Si I(yard 1'roposcd; / J (Rear Yard _Propascd ' e Project Descrdption: RF.OIJ1[Rlb FOR k V�>✓W A. i 1O YES Suffolk County Health Dept. ✓ C �/d r, ' �!(o T Naw York State. D. R C. Town Tnwtoes Town Zouhi g Board approval: Town Plaquing Board approval: 1414 Flaod .Plane �Ievatioci ??� Flood Zone: _J �J., Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT..* * * Date: 09/06/05 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3506 $10.00 1 1 Septic Permit - Construct - Resid. 3505 $10.00 Check Total Paid: $20.00 Name: Freeform, Building Pertners Llc. 142 Mineola Ave Roslyn Hieghts, NY 11577 Clerk ID: FRAN Internal ID: 3506 W r HOLDOWN9/2" NI -20 0 PHD6 @16" O.C. 6'-91/2" 3'-8" 5'-9112" PROVIDE 518' FIRE RATED GWB ON GARAGE WALLS, CEILING & BEAMS PER CODE 114" 4" GARAGE SLAB PITCH SLAB TO DOORS 16" WI.60 0.16" O.C. GARAGE 16" WI -6O @16' O.C. I I T.O. SLAB l ELEV. -1'-6' (VIF) I I I � l I� a w I i r, ti I x IQ NIL 4 M I ■V/ I ' 11 I I I I 0 4 a ' z i I i Drawing # SK -051025-2 Date 10/25/05 w 0 Prged Ardrited Description: z j. teylor design group LLC Vineyard House ��^i � + tf"m~om GARAGE FRAMING WITH NO INTERIOR COLUMNS Southhold , NY 40 Rogers Drive New Rochelle, NY 10804 0 o tel. 914 3' fez. 991`144.93^1./8088 Scale: 1/4"=1'-0" 4 0 O HOLDOWN B 1/2" P PHD6 @16" PROVIDE 51r FIRE RATED GWB ON GARAGE WALLS, CEILING & BEAMS PER CODE 22'-0" 16" WI -60 @16" O.C. WT:7.t 4' GARAGE SLAB PITCH SLAB TO DOORS / 16" WI -60 @16" O.C. D A/? e�oapDAM Ar o. 1� Project Vineyard House Southhold . NY T.O. SLAB ELEV. -1'-6" (VIF) "4 K I' N li h, m � I� I I II I 56 v 4 F; I o i I Drawing* SK -051025-2 Date 10/25/05 Z w Architect Description: j. taylor design group �r_c GARAGE FRAMING WITH 9 '�" "" '""' NO INTERIOR COLUMNS a �R' 40 Rogers Drive New Rochelle, NY 70804 4 8. o fax.914s3 8000888 Scale: 1/4"=1'-O" O 1/2" �-HOLDOWN 91/2"NI-20- PHD6 @16' O.C. 6'-91/2' PROVIDE 5/8" FIRE RATED GWB ON GARAGE WALLS, CEILING & BEAMS PER CODE J 1'•11/4" \-4" GARAGE SLAB PITCH SLAB TO DOC r(ue ,y+ I z 0 3' 8" 5'-91/2" 22'-0' 16" WI -60 016" O.C. 16' WI.60 @i6" O.C. T.O. SLAB ELEV. -1'-6' (VIF) fl^"`�5� J OF N 4 a z Drawing O SK -051025-2 Date 10/25/05 N w Proled A/chifed Description: - - j. tsyl0r design group LLC GARAGE FRAMING WITH Vineyard House -� emh��m . NO INTERIOR COLUMNS Southhold , NY 40 Rogers Drive New Rochelle, NY 70804 � o fm:9144:s31:80ee8 Scale: 1/4"=1'-0" 4 8 '��147o I I ' I 11 I I p i � I ' co L Q X � I I ' I ' 11 I I ' I fl^"`�5� J OF N 4 a z Drawing O SK -051025-2 Date 10/25/05 N w Proled A/chifed Description: - - j. tsyl0r design group LLC GARAGE FRAMING WITH Vineyard House -� emh��m . NO INTERIOR COLUMNS Southhold , NY 40 Rogers Drive New Rochelle, NY 70804 � o fm:9144:s31:80ee8 Scale: 1/4"=1'-0" 4 8 '��147o PROJECT INFORMANTION DESIGN LOADS FIRST FLOOR (LIVING AREA) UPPER LEVEL (SLEEPING AREA) LIVE LOAD UPPER LEVEL: 40 PSF _ LIVE LOAD 40 PSF DEAD LOAD _ 10 PSE _ DEAD LOAD 10 PSF TOTAL 50 PSF TOTAL 50 PSF ATTIC ROOF 120 C SEVERE SNOW LOAD MODERATE TO 32 PSF 11 LIVE LOAD 20 PSF DEAD LOAD 10 PSF �L DEAD LOAD 10 PSF TOTAL 42 TOTAL 10 PER Y DECKS � � LIVE LOAD 45 PSF DEAD LOAD 2 10 PSF TOTAL 55 PER 2 FOR WIND LOADS SEE Al 2.02 ENERGY STATEMENT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, I CERTYFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. SEE ATTACHED RES -CHECK CERTIFICATE ZONING INFORMATION SECTION - BLOCK � LOT ZONE REQUIRED EXISTING PROPOSED LOT AREA N/A MAX. COVERAGE _ N/A 3,9915E YARDS: FRONT _ N/A UPPER LEVEL: 1 SIDE _ N/A SPEED(ml BOTH SIDES _ N/A _ REAR _ N/A STORIES / HT. N/A CONSTRUCTION TYPE: V -WOOD PLATFORM FRAMING OCCUPANCY CLASSIFICATION: R3 SINGLE FAMILY RESIDENCE PROPOSED HOUSE HABITABLE AREA FIRST FLOOR: 2,788 SF HABITABLE UPPER LEVEL: 2,153 SF HABITABLE TOTAL: 4,941 SF HABITABLE TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND LOADD WIND SEISMIC CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE SHIELD UNDERLAYMENT REQUIRED FLOOD HAZARDS HAZARDS SPEED(ml WEATHERING FROST LINE TERMITE DECAY z DEPTH 45 PSF 120 C SEVERE 310" MODERATE TO SLIGHT TO 11 YES' HALL- — �L v HEAVY MODERATE NEW EAVES CTURAL DRAWING INDEX PLUMBER CERTIFICATION' "J LEAD.CONTENTBEFORE RTIFICATE OF OCCUPANCY SOLDER USED IN WATER' SUPPLYSYSTEMCANNOT EXCEED 2/10 OF I% LEAD. NEW ISSUE 0 REVISED ISSUE Q NO CHANGES O ?" - �/-/7.-')/ Project Vineyard House Southold, Long Island Southold, NY Architect I. taylor design group LLC •o • architecture + interiors o • aao�o =�5 40 Rogers Drive p New Rochelle, NY 10804 tel 914.636 8000 fax 914 931 8088 Lk) NOT ED W SHEET NOTES: FRAMING UNTIL SURVIEY OF FOUNDATION LOCATION HAS BEEN APPROVED. ALL CONSTRUCTION SHALL MEETTHE REQUIREMENTS OF THE CODES OF NEW YORK STATE, CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY APPROVED AS NOTED DATE: FEE: .>;7,5- 73 7D BY: NOTIFY BUILDING DEPAeTVENT AT 765-1802 SAM TO 4FM `0p THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TvVO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Issue date description 1. 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION FLOOD `,77 c cOMPLVV\l "'riFP FLOOC? .v rloN SOUI'H4Z:z� R AIN T PURSI IANT 'F,'T[C)N RUNOFF OF THL f, .,% _, F Seal/Signature ic... IcL IGrI DeScrlpition8ol WITH ALL CODES TITLL SHEHMWYORKSTATEA.TOWNC D AND CONDITIO PROJECT If'�Ay oma DRAWING MDEX- TOWN PI M ��= SG. 7E0T0W71TRJSS )EC Scale: AS NOTED Drawing # Ab0.00 (iP NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC @2005 J. TAYLOR DESIGN GROUP LLC OF WARD z � o �L v Y � U � � 2 N 2 U Z od O O � LL LL > > J �—' DWG NO. DRAWING TITLE m AOCDO TITLE SHEET, ARCHITECTURAL DRAWING INDEEX, PROJECT INFORMATION Q A00.01 GENERAL NOTES, GRAPHIC SYMBOLS, ABBREVIATIONS Q A02.09 BASEMENT / FOUNDATION CONSTRUCTION PLAN Q Al FIRST FLOOR CONSTRUCTION PLAN � Q A0202 SECOND FLOOR CONSTRUCTION PLAN Q A02 OR ROOF CONSTRUCTION PLAN Q A09.01 EXTERIOR ELEVATIONS 0 O A0902 EXTERIOR ELEVATIONS Q A09.03 BUILDING SECTIONS A0904 BUILDING SECTIONS 0 + 0 A0905 BUILDING SECTIONS A0906 BUILDING SECTIONS, WINDOW SCHEDULE, PLUMBING RISER DIAGRAM + Q A1201 WALL SECTION, DETAILS • Q Al2.02 WIND LOADS, FASTENERS, TIES, STRAPS, Al & HOLDOWNS • Q ?" - �/-/7.-')/ Project Vineyard House Southold, Long Island Southold, NY Architect I. taylor design group LLC •o • architecture + interiors o • aao�o =�5 40 Rogers Drive p New Rochelle, NY 10804 tel 914.636 8000 fax 914 931 8088 Lk) NOT ED W SHEET NOTES: FRAMING UNTIL SURVIEY OF FOUNDATION LOCATION HAS BEEN APPROVED. ALL CONSTRUCTION SHALL MEETTHE REQUIREMENTS OF THE CODES OF NEW YORK STATE, CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY APPROVED AS NOTED DATE: FEE: .>;7,5- 73 7D BY: NOTIFY BUILDING DEPAeTVENT AT 765-1802 SAM TO 4FM `0p THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TvVO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Issue date description 1. 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION FLOOD `,77 c cOMPLVV\l "'riFP FLOOC? .v rloN SOUI'H4Z:z� R AIN T PURSI IANT 'F,'T[C)N RUNOFF OF THL f, .,% _, F Seal/Signature ic... IcL IGrI DeScrlpition8ol WITH ALL CODES TITLL SHEHMWYORKSTATEA.TOWNC D AND CONDITIO PROJECT If'�Ay oma DRAWING MDEX- TOWN PI M ��= SG. 7E0T0W71TRJSS )EC Scale: AS NOTED Drawing # Ab0.00 (iP NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC @2005 J. TAYLOR DESIGN GROUP LLC OF WARD GENERAL REQUIREMENTS THE CONTRACTOR SHALL HAVE THE OVERALL RESPONSIBILTY FOR THE', PROCUREMENT, INSTALLATION AND TESTING OF ALL SYSTEMS, INCLUDING. BUT NOT LIMITED TO, PLUMBING, HVAC, SMOKE DETECTION, ETC, AS REQUIRED BY LOCAL INSPECTING AUTHORITIES THIS SHALL INCLUDE SECURING OF SIGN—OFFS AND APPROVALS FOR SYSTEMS TESTED. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING; AND SHORING ETC TEMPORARY AND/OR PERMANENT AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AQCORING TO THEIR MANUFACURERS SPECIFICATIONS THE CONTRACTOR SHALL DO ALL CUTTING, FITTING OR PATCHING OF WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY. THIS INCLUDES THE WORK OF SUB—CONTRACTORS AND OF THOSE HIRED SEPARATELY BY THE OWNER. THE CONTRACTOR SHALL SURVEY ALL (EXISTING FINISHED SURFACES, INCLUDING INSIDE AND OUTSIDE CORNER BEADS STOPS, TO REPAIR ALL CHIPS, CRACKS, DENTS AND HOLES TO PROVIDE A NEW, FIRST CLASS FINISHED INSTALLATION THE CONTRACTOR SHALL EXAMINE THE CONSTRUCTION AFTER COMPLETION OF THE WORK BY ALL TRADES, AND PROVIDE NECESSARY REPAIRS, TOUCHUPS AND PAINTING, ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREIE OF IRREGULARITIES, DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORZY CONDITIONS HAVE BEEN CORRECTED. INSTALLATION OF ALL ENGINEERED LUMBER DN GOWN MANUFACTURERS SPECIFICATIONS. DR DOOR PBD PARTICLEBOARD PSF FUNDS PER SQUARE FOOT DIRECTION OF SECTION CUT E POLY POLYETHYLENE X SECTION NUMBER 7. THERMAL & MOISTURE PROTECTION PROVIDE TYVEK BUILDING WRAP AT ALL EXTERIOR WALLS FLASHING TO BE 24 GA ALUMINUM. SEE DRAWINGS FOR LOCATIONS ALL SILICONE SEALANT JOINTS TO BE DESIGNED ACCORDING TO MOVEMENT CAPABILITY OF SEALANT. USE POLYETHYLENE BACKER ROD OR BOND BREAKER TAPE, AS REQUIRED, TO KEEP JOINT THICKNESS TO PROPER SIZE. INSTALL ALL SEALANTS ACCORDING TO MANUFACTURERS INSTRUCTIONS. FIBERGLASS BATT INSULATION TO BE INTSTALLED IN WALL, FLOOR AND CEILING CAVITIES AS INDICATED ON PLANS. CUT INSULATION TO FIT INTO IRREGULAR SHAPED VOIDS. DO NOT COMPRESS INSULATION 8, DOORS, WINDOWS (SEE DOOR AND WINDOW SCHEDULES) 9. FINISHES, U.O.N. GYPSUM WALLBOARD SHALL BE I/z" THICK, USE 5/8" FIRE RATED AT GARAGE WALLS AND CEILING AS INDICATED ON PLANS. ALL WET AREAS USE MOISTURE RESISTANT GWB. SHOWER WALLS, TUB/SHOWER WALLS & TUB PLATFORMS USE WONDERBOARD. FASTEN TO STRUCTURE W/ CONSTRUCTION ADHESIVE & SCREWS. TAPE AND SPACKLE ALL JOINTS (3 COATS AS REQ.) CONCRETE POLYST POLYSTYRENE SHEET WHERE SHQWN ELEC ELECTRICAL P.T. GENERAL NOTES SIMILAR ABBREVIATIONS EQUAL PTD GRAPHIC SYMBOLS GENERAL NOTES: 3. CONCRETE A PREFINISHEO K EXIST EXISTING PREFAB THESE PLANS ARE THE PROPERTY OF J. TAYLOR DESIGN GROUP LLC. ANY ALL CONCRETE FOOTINGS FOUNDATIONS AND SLABS TO BE 3000 PSI AIR EXP JT EXPANSION JOINT PLAM PLASTIC LAMINATE EXT USE OR REPRODUCTIONS IN WHOLE OR IN PART WITHOUT THE WRITTEN ENTRAINED STRFR FURNITURE, FIXTURE, EQUIPMENT 8 ACCESSORY TAG DENOTES DIRECTION OF JOISTS GR GRAD(E)(ING) AUTHORIZATION OF J. TAYLOR DESIGN GROUP LLC IS PROHIBITED F ACCES ACCESSORY KIT KITCHEN SURF SURFACE FECES ANCHOR BOLTS TO BE 5/8" DIAMETER PLACED 33" O.C. AND AT A MINIMUM ACOUS ACOUSTICAL)NEW L RECPT RECEPTACLE/—X—X--X\ PARTITION THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES OR OF 12" FROM ENDS OF WALL. USE 3" SQUARE WASHER / BEARING PLATE AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN REFERENCE TO PARTITION TYPE DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS AND FIELD AT BOLT ENDS OVER SILL PLATE ALUM ALUMINUM REQ REQUIRED-% CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST FURTHER RESTS ALT ALTERNATE LAV LAVATORY REINF LOW PARTITION CLARIFICATIONS. IF SUCH NOTICE IS NOT MADE AS HEREIN PROVIDED, THE 4. MASONRY: ALL STONE VENEER TO BE INSTALLED IN ACCORDANCE WITH ANOD ANODIZED LB POUND HVAG CABINET GENERAL CONTRACTOR SHALL BE DEEMED TO HAVE FOUND SUCH DRAWINGS MANUFACTURER'S INSTRUCTIONS APPL APPLIANCE LT LIGHT ROOM NEW CONCRETE WALL AND SPECIFICATIONS IN PROPER FORM BEFORE EXECUTION OF THE WORK. FURNITURE ARCH ARCHITECT(URAL) LVR LOWER FABRIC WALL COVERING RECESSED SPOTUGHTANALL WASH LIGHT FIXTURE 6. WOOD &PLASTICS AUTO AUTOMATIC m TVI PENDANT LIGHT FIXTURE O DOOR TAG ALL INTERIOR DIMENSIONS ARE GIVEN FROM FACE OF ROUGH PARTITION TO TOP OF FINISHED FLOOR D EXTENT OF FINISH INFO INFORMATIONI' SECUR SECURITY FACE OF ROUGH PARTITION, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL ROUGH FRAMING LUMBER TO BE DOUGLAS FIR—LARCH #2 OR BETTER. L7 INSULATION MAX MAXIMUM Q WINDOW TAG EXTERIOR DIMENSIONS ARE GIVEN FROM EDGE OF FRAMING, DO NOT SCALE SPECIFIC GRAVITY > OR = J FROM THE DRAWINGS. IF DIMENSIONS NEED CLARIFICATION, PLEASE NOTIFY .50 BLDG BUILDING MDF MEDIUM DENSITY FIBERBOARD NTIL UTILITY THE ARCHITECT.BILKS DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING BLOCKING MHO MANUFACTURED BEDROOM ROOM NAME BU BUILT UP MFR MANUFACTURER THE GENERAL NOTES, DRAWINGS AND SPECIFICATIONS ARE SUPPLIED TO DOUBLE FLOOR JOISTS UNDER BATHROOMSMECH MECHANICAL ILLUSTRATE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION DESIRED AND C MTL MEZZ METAL MEZZANINE ALIGN ALIGN WITH ESTABLISHED SURFACE ARE INTENDED TO PRODUCE THE FINEST QUALITY OF CONSTRUCTION, ALL JOISTS TO HAVE CROSS BRIDGING OR SOLID BLOCKING SPACED AT 8'-0" MATERIAL AND WORKMANSHIP THROUGHOUT, THE GENERAL CONTRACTOR, O.C. MAX. CAB CABINET MIN MINIMUM UPON ACCEPTANCE OF THE DRAWINGS, ASSUMES FULL RESPOSIBILITY FOR CPT CARPET MISC MISCELLANEOUS THE CONSTRUCTION, MATERIALS AND WORKMANSHIP OF THE WORK DESCRIBEDPROVIDE SOLID FIRE BLOCKING IN ALL WALLS IN ACCORDANCE WITH N.Y S. CEM CEMENT(ITIOUS) MLWK MILLWORK ® SHEET NOTE IN THESE NOTES AND DRAWINGS AND WILL BE EXPECTED TO COMPLY IWITH BUILDING CODE CER CERAMIC MTD MOUNTED THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY ARE WRITTEN. CLS CEILING AI 4" T & G PLYWOOD N SUBFLOOR SHALL BE 3O. U. / CLOS CONIC CLOSET CONCRETE IV ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND NATIONAL LAWS, AND CONT CQNTINUOUS(ATION) NIC NOTINCONTRACT % REVISION REFERENCE CODES APPLICABLE TO THE WORK, THE WORK SHALL NOT COMMENCE, UNTIL U.O.N. EXTERIOR WALL AND ROOF SHEATHING TO BE 5/32" COX PLYWOOD OR CMU CONCRETE MASONRY UNIT NO NUMBER PLANS HAVE BEEN ACCEPTED BY ALL DEPARTMENTS AND AGENCIES HAVING OSB STRUCTURAL 1 PANELS NTS NOT TO SCALE JURISDICTION. D NO NOTE, DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE ENGINEERED LUMBER: Q 4EIEET DIRECTION OF ELEVATION BER CONTRACTOR FROM EXECUTING ALL WORK IN ACCORDANCE WITH BUILDING —JOISTS BY NORDIC JOIST OR APPROVED EQUAL D. DEEP SHEET WHERE SHOWN WH RE SHO CODES HAVING JURISDICTION DBL DOUBLE O.C. ON CENTER LVL (LAMINATED VENEER LUMBER) BY TRUSS JOIST OR APPROVED EQUAL. DEPT DEPARTMENT OVFL OVERFLOW THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, F6=2,600 psi E=1,900,000psi DIA or 0 DIAMETER OVHD OVERHEAD ) METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OF THE SAFETY DIFF DIFFUSER OPNG OPENING(S) I I X DETAIL NUMBER PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THIS WORK PSL (PARALLEL STRAND LUMBER) BY TRUSS JOIST OR APPROVED EQUAL DIM DIMENSION OPR OPERABLE g I SHEET WHERE SHOWN Fb=2,900 psi E=2,000,000psI DISP DISPENSER P L�_�'AREA TO BE DETAILED DIV DIVISION TO BE IN ACCORDANCE WITH GENERAL REQUIREMENTS THE CONTRACTOR SHALL HAVE THE OVERALL RESPONSIBILTY FOR THE', PROCUREMENT, INSTALLATION AND TESTING OF ALL SYSTEMS, INCLUDING. BUT NOT LIMITED TO, PLUMBING, HVAC, SMOKE DETECTION, ETC, AS REQUIRED BY LOCAL INSPECTING AUTHORITIES THIS SHALL INCLUDE SECURING OF SIGN—OFFS AND APPROVALS FOR SYSTEMS TESTED. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING; AND SHORING ETC TEMPORARY AND/OR PERMANENT AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AQCORING TO THEIR MANUFACURERS SPECIFICATIONS THE CONTRACTOR SHALL DO ALL CUTTING, FITTING OR PATCHING OF WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY. THIS INCLUDES THE WORK OF SUB—CONTRACTORS AND OF THOSE HIRED SEPARATELY BY THE OWNER. THE CONTRACTOR SHALL SURVEY ALL (EXISTING FINISHED SURFACES, INCLUDING INSIDE AND OUTSIDE CORNER BEADS STOPS, TO REPAIR ALL CHIPS, CRACKS, DENTS AND HOLES TO PROVIDE A NEW, FIRST CLASS FINISHED INSTALLATION THE CONTRACTOR SHALL EXAMINE THE CONSTRUCTION AFTER COMPLETION OF THE WORK BY ALL TRADES, AND PROVIDE NECESSARY REPAIRS, TOUCHUPS AND PAINTING, ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREIE OF IRREGULARITIES, DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORZY CONDITIONS HAVE BEEN CORRECTED. INSTALLATION OF ALL ENGINEERED LUMBER DN GOWN MANUFACTURERS SPECIFICATIONS. DR DOOR PBD PARTICLEBOARD PSF FUNDS PER SQUARE FOOT DIRECTION OF SECTION CUT E POLY POLYETHYLENE X SECTION NUMBER 7. THERMAL & MOISTURE PROTECTION PROVIDE TYVEK BUILDING WRAP AT ALL EXTERIOR WALLS FLASHING TO BE 24 GA ALUMINUM. SEE DRAWINGS FOR LOCATIONS ALL SILICONE SEALANT JOINTS TO BE DESIGNED ACCORDING TO MOVEMENT CAPABILITY OF SEALANT. USE POLYETHYLENE BACKER ROD OR BOND BREAKER TAPE, AS REQUIRED, TO KEEP JOINT THICKNESS TO PROPER SIZE. INSTALL ALL SEALANTS ACCORDING TO MANUFACTURERS INSTRUCTIONS. FIBERGLASS BATT INSULATION TO BE INTSTALLED IN WALL, FLOOR AND CEILING CAVITIES AS INDICATED ON PLANS. CUT INSULATION TO FIT INTO IRREGULAR SHAPED VOIDS. DO NOT COMPRESS INSULATION 8, DOORS, WINDOWS (SEE DOOR AND WINDOW SCHEDULES) 9. FINISHES, U.O.N. GYPSUM WALLBOARD SHALL BE I/z" THICK, USE 5/8" FIRE RATED AT GARAGE WALLS AND CEILING AS INDICATED ON PLANS. ALL WET AREAS USE MOISTURE RESISTANT GWB. SHOWER WALLS, TUB/SHOWER WALLS & TUB PLATFORMS USE WONDERBOARD. FASTEN TO STRUCTURE W/ CONSTRUCTION ADHESIVE & SCREWS. TAPE AND SPACKLE ALL JOINTS (3 COATS AS REQ.) GA GAUGE SF SQUARE FEET UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD WALLS, SOFFITS, CEILING, GFRC GLASS FIBER REINFORCED SGL SINGLE WALL FINISH FASCIAS, AND COLUMN ENCLOSURES SHALL BE PAINTED WITH LATEX PAINT BY ROLLERS, ONE PRIME COAT AND TWO FINISH COATS THE CONTRACTOR SHALL UPON COMPLETION REMOVE ALL PAINT FROM WHERE IT HAS SPILLED OR SPLASHED ON SURFACES INCLUDING: LIGHTING FIXTURES, DIFFUSERS, SLAB FITTINGS, BASEBOARDS, WINDOW SASH AND FRAMES, DOORS AND DOOR FRAMES, CEILING TILES, FLOORING ETC. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES, OUTLETS, DATA AND TELEPHONE PLATES PRIOR TO PAINTING AND WALL COVERING. PROTECT AND REPLACE SAME WHEN PAINTING IS COMPLETED. 13, SPECIAL CONSTRUCION SMOKE DETECTING DEVICES SHALL BE SINGLE STATION TYPE, EITHER PHOTO—ELECTRIC OR IONIZATION; AND SHALL BE DIRECTLY CONNECTED TO A DEDICATED CIRCUIT. PROVIDE DETECTORS ADJACENT TO SLEEPING SPACES AND IN EACH SLEEPIG SPACE AS WELL AS ONE ON EACH FLOOR LEVEL — ALL AT THE CEILING, INCLUDING BASEMENT & ATTIC 15, MECHANICAL THE PLUMBING CONTRACTOR SHALL: a) INSTALL ALL WORK IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE LOCAL AND NATIONAL CODES AND ANY GOVERNING UTILITY COMPANIES OR AUTHORITIES HAVING JURISDICTION OVER THE WORK. b) FURNISH ALL WORK IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS; c) FURNISH ALL VALVES AS INDICATED ON THE DRAWINGS OR. AS MAY BE REQUIRED FOR THE PROPER CONTROL OF THE VARIOUS APPARATUS AND PIPE LINES; d) FURNISH VALVES DESIGNED FOR REPAIR WHEN WIDE OPEN UNDER PRESSURE; e) TEST ALL PIPING BEFORE IT IS COVERED UP OR BUILT—IN; f) PROVIDE ALL PERMITS, PAY ALL FEES AND PROVIDE ALL NECESSARY TESTS FOR OBTAINING PLUMBING APPROVAL. HORIZONTAL PIPING SHALL BE SUPPORTED AT MAX INTERVALS OF 10'-0" HANGER SHALL BE MADE OF HEAVY PATTERN AND SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION. 16. ELECTRICAL THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTING FIXTURES AND NECESSARY ELECTRICAL WORK AS SHOWN ON THE DRAWINGS AND/OR NOTED IN THE SPECIFICATIONS. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK, PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS, PROVIDE ONE-PIECE TYPE GANG COVER PLATES UNLESS OTHERWISE NOTED. PROVIDE MINIMUM 50 CFM EXHAUST FAN AT ALL BATHROOMS WITH NO NATURAL VENTILATION R-30 CONCRETE POLYST POLYSTYRENE SHEET WHERE SHQWN ELEC ELECTRICAL P.T. PRESSURE TREATED SIMILAR EQ EQUAL PTD PAINTED GYPSUM EQUIP EQUIPMENT PREFIN PREFINISHEO XX -X FINISH TAG EXIST EXISTING PREFAB PREFABRICATED V.T.R. EXP JT EXPANSION JOINT PLAM PLASTIC LAMINATE EXT EXTERIOR R STRFR FURNITURE, FIXTURE, EQUIPMENT 8 ACCESSORY TAG DENOTES DIRECTION OF JOISTS GR GRAD(E)(ING) X -X F WITH WATER CLOSET ® GWB GYPSUM WALLBOARD SURF SURFACE FECES RECESSED FAB FABRICATION RECPT RECEPTACLE/—X—X--X\ CEILING FINISH FAI FRESH AIR INTAKE REF REFERENCE) FD FLOOR DRAIN REFR REFRIGERATOR FF&E FURNITURE, FIXTURES AND REQ REQUIRED-% EQUIPMENT RESTS RESIST(ANT)(IVE) FLOOR FINISH BE FIRE EXTINGUISHER REINF REINFORCE(D)(INGKMENT) HORIZ FEW FIRE EXTINGUISHER AND RR ROOF RAFTERS HVAG CABINET RFO ROOFING XX -X WALL FINISH FIN FINISH RM ROOM XX -X BASE FINISH FURN FURNITURE RO ROUGH OPENING EXTENT OF FINISH FWC FABRIC WALL COVERING RECESSED SPOTUGHTANALL WASH LIGHT FIXTURE T.O. TOP OF — SXX-X PENDANT LIGHT FIXTURE WALL FINISH G T.O.F.F. TOP OF FINISHED FLOOR EXTENT OF FINISH INFO INFORMATIONI' SECUR SECURITY • GA GAUGE SF SQUARE FEET UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD WALLS, SOFFITS, CEILING, GFRC GLASS FIBER REINFORCED SGL SINGLE WALL FINISH FASCIAS, AND COLUMN ENCLOSURES SHALL BE PAINTED WITH LATEX PAINT BY ROLLERS, ONE PRIME COAT AND TWO FINISH COATS THE CONTRACTOR SHALL UPON COMPLETION REMOVE ALL PAINT FROM WHERE IT HAS SPILLED OR SPLASHED ON SURFACES INCLUDING: LIGHTING FIXTURES, DIFFUSERS, SLAB FITTINGS, BASEBOARDS, WINDOW SASH AND FRAMES, DOORS AND DOOR FRAMES, CEILING TILES, FLOORING ETC. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES, OUTLETS, DATA AND TELEPHONE PLATES PRIOR TO PAINTING AND WALL COVERING. PROTECT AND REPLACE SAME WHEN PAINTING IS COMPLETED. 13, SPECIAL CONSTRUCION SMOKE DETECTING DEVICES SHALL BE SINGLE STATION TYPE, EITHER PHOTO—ELECTRIC OR IONIZATION; AND SHALL BE DIRECTLY CONNECTED TO A DEDICATED CIRCUIT. PROVIDE DETECTORS ADJACENT TO SLEEPING SPACES AND IN EACH SLEEPIG SPACE AS WELL AS ONE ON EACH FLOOR LEVEL — ALL AT THE CEILING, INCLUDING BASEMENT & ATTIC 15, MECHANICAL THE PLUMBING CONTRACTOR SHALL: a) INSTALL ALL WORK IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE LOCAL AND NATIONAL CODES AND ANY GOVERNING UTILITY COMPANIES OR AUTHORITIES HAVING JURISDICTION OVER THE WORK. b) FURNISH ALL WORK IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS; c) FURNISH ALL VALVES AS INDICATED ON THE DRAWINGS OR. AS MAY BE REQUIRED FOR THE PROPER CONTROL OF THE VARIOUS APPARATUS AND PIPE LINES; d) FURNISH VALVES DESIGNED FOR REPAIR WHEN WIDE OPEN UNDER PRESSURE; e) TEST ALL PIPING BEFORE IT IS COVERED UP OR BUILT—IN; f) PROVIDE ALL PERMITS, PAY ALL FEES AND PROVIDE ALL NECESSARY TESTS FOR OBTAINING PLUMBING APPROVAL. HORIZONTAL PIPING SHALL BE SUPPORTED AT MAX INTERVALS OF 10'-0" HANGER SHALL BE MADE OF HEAVY PATTERN AND SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION. 16. ELECTRICAL THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LIGHTING FIXTURES AND NECESSARY ELECTRICAL WORK AS SHOWN ON THE DRAWINGS AND/OR NOTED IN THE SPECIFICATIONS. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK, PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS, PROVIDE ONE-PIECE TYPE GANG COVER PLATES UNLESS OTHERWISE NOTED. PROVIDE MINIMUM 50 CFM EXHAUST FAN AT ALL BATHROOMS WITH NO NATURAL VENTILATION R-30 ION CONCRETE SHOPS SHORING JAN JANITOR XXX BASE FINISH GFRG GLASS FIBER REINFORCED SIM SIMILAR ♦ TELEPHONE OUTLET BASE MOULDING VAPOR BARRIER GYPSUM SST STAINLESS STEEL XXX 'EXTENT OF FINISH GFRP GLASS FIBER REINFORCED STD STANDARD COMBINED TELEPHONE/DATA OUTLET V.T.R. VENTTHROUGHROOF PLASTER STL STEEL ® GL GLASS STRFR STOREFRONT DENOTES DIRECTION OF JOISTS GR GRAD(E)(ING) STRUCT STRUCTURAL WITH WATER CLOSET ® GWB GYPSUM WALLBOARD SURF SURFACE INTERCOM DOUBLE DUPLEX RECEPTACLE SUSP SUSPENDED WTHOUT H WTRPRF SYS SYSTEM(S) DUPLEX RECEPTACLE H/HT HIGH I HEIGHT SY I 6GFl DUPLEX RECEPTACLE HD HEAD W/ GROUND FAULT CIRCUIT INTERRUPT HM HOLLOW METAL THK THICK EXHAUST FAN HORIZ HORIZONTAL TILT TOILET HVAG HEATING, VENTILATING, AND TRTD TREATED • RECESSED TOP -HAT LIGHT FIXTURE COOLING T&G TONGUE AND GROOVE TYP TYPICAL p RECESSED SPOTUGHTANALL WASH LIGHT FIXTURE T.O. TOP OF — PENDANT LIGHT FIXTURE T.O.F.F. TOP OF FINISHED FLOOR INFO INFORMATIONI' • WALLSCONCE INSUL INSULATION V SPOTLIGHT INT INTERIOR J UNORLAY UNDERLAYMENT $ LIGHTSWITCH NTIL UTILITY ION UNLESS OTHERWISE NOTED XX -XX CEILING HT. (MEASURED FROM T.0 SUB FLOOR) JAN JANITOR V ♦ TELEPHONE OUTLET VB VAPOR BARRIER L DATA OUTLET VERT VERTICAL VIF VERIFY IN FIELD A COMBINED TELEPHONE/DATA OUTLET V.T.R. VENTTHROUGHROOF ® SMOKE DETETCOR W ® CARBON MONOXIDE ALARM WI WC WITH WATER CLOSET ® FIRE EXTINGUISHER WD WOW WOOD WINDOW IN INTERCOM CABLE TV RECEPTACLE WT WTHOUT WTRPRF WATERPROOFING Project Vineyard House Southold, Long Island Southold, NY Architect j. taylor design group L_Lc mo = architecture + intariora EM 40 Rogers Drlve o New Rochelle, NY 10804 tel. 914 636 8000 fax. 914 931 8088 SHEET NOTES: issue date description 1. 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature Description: GENERAL NOTES ABBREVIATIONS GRAPHIC SYMBOLS Scale: AS NOTED Drawing # A00.01 NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC rel ,o 4A -A) - BASEMENT/ -A 2 E -E C -C O -D 8.01 u 09 1 E -E C -C D-0 1 BASEMENT/ FOUNDATION PLAN �I SCALE: 1/4"=V-0" Project Vineyard House Southold, Long Island Southold, NY Architect j. taylor design group LLC •o • architecture + interiors o • •800 40 Rogers Drive ell o New Rochelle, NY 108040804 tel. 914.636.8000 fax. 914, 931.8088 SHEET NOTES 1 U.O.N. CONC. FOUNDATION WALLS TO BE 10-THK 2. U.O.N. DOUBLE JOISTS BELOW PARALLEL PARTITIONS issue date description 1 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature? Description: BASEMENT/ FOUNDATION CONSTRUCTION PLAN Scale: 1/419;=11-011 Drawing # AO2.OB NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC Project Vineyard House 88'-3314" Southold,Long Island 24'-8"24'-7° TO GRADE(VIF) 36'-8112" 2-0114" /1'-3112" Southold, NY 1T-8" 1P512" 10" T-7" 5'•10314" 6-10314" 51-10314" 3'-2114" ( T -T 6-11114" Z.O.1 'S'-9314" 9'-7112" 10'-10114' Architect ____ 1 _________________ _ ____ _____ _____ _____ ON 7 I *COORDINATE ,NUT LOCATION - - _ 302 352 P 7 HD10A STAR&RAILING W/KRCHEN OUT j. tia�/lOf design group LLC HOEDOWN TO GRADE (VIF) HHODOW _ _________________ _ _ __--------------- _ _H_0_10A P GLIDING N-01 _----- ----- HD10A �� = architecture +interiors x DARE COL. ____-I______ ______ x PATI'6 DR. 305 LOCATION OF OUTDOOR 3112"x9112"PSLHEAOER 1 li—3112'x911z'PSL HEADER 1 1 BAD' SHOWER ENCLOSURE ��� 40 Rogers Drive TOPORCH li li li li li ON �c o New Rochelle, NY 10804 I tel 914.636 8000 w 1 1 T ---- --� fax. 914.931 8088 H4" EA ON 1 5 @+7- 1 II 1i INDOW HEADS ELEV+7'- Rd I s I o m TO DIF<COVERED PORCH 6'4'0n9' ourDaQ SHOWR SHEET NOTES: GLDIflG PATIO -W. �� o 8'.5112" HOEDOWN WN ®160C FRAME WINDOW HEADER F J GREAT ROOM L J"^ �� J' FOR 4'-0"OPENIING ',I y U.O,N. INTERIOR PARTITIONS TO BE412'THK r, , OBLUESTONE�` __1 1 2P - - _ __ _____ _________ ____________+______ _______L __ z 5'-0 8'0" HD10A _ _ _ _ _ _ _ " CN 3 C 45 i�_ _moi ,HDBA 2. U.O.N. DOUBLE JOISTS BELOW PARALLEL PARTITIONS I� � I I 13'-3114" ;�" 912'NI-20 HOLDOWN 1 ` 3 li 3 ro 3112'X9112"PSL( LUSH) --- l o 0 1 38"x38" ' 3. HDBA GLI PATIODR. - �___� ! o } D•W i SINK ° 38"H. COUNTER"H. COUNTER CL. `S' N 0 R 3 P BB -4 J -4 -- -. A -A -i -i - ra 9 5'-5 I 9.0114" m I 18'-10" FL" R' I I 50 Q m 0 I -- - __I___ -- --49^- R LOADBEARIN( e MASTER 8'S 314' A I BEDROOM WIC I ' -RECESSED MED CABS i o HALLWAY PROVIDE HEADER SD 13'-612" 31"H. MAKE DPC COVERED PORCHHm9A 5'-0" I. LOAD RING WALL oU U 6'-0318"tlid LIBRARY/ �-- V Ir STOOP, BEDROOM a 2,-0. 1 I C 81 -1318- ' -1318'z -1v o DRESSIN U BATH a 1 SEE SEq&B -B CL. _ 6'4" ( -8'131^ a. HALFWALL(4'-0"H,)� 10"Wx18"H m TILED BENCH GSS ENCLOSURE 3'53/4" 3'S" © SHOWER 91 2,-0„ 11 I I I I I I I I I i I I I I I I c -c VAULTED CEILING (SEE 2nd FLOOR PLAN) 1 23'-0" 9.0114" m zo FL" R' � 50 Q m �1 I -- - __I___ -- --49^- 2'-6" LOADBEARIN( 8'S 314' A I_ -� WIC I ' ---- i o HALLWAY to I w 11 I I I I I I I I I i I I I I I I c -c VAULTED CEILING (SEE 2nd FLOOR PLAN) 1 23'-0" 9.0114" 7 @ .5' IF 13f4"x91/2"LVL FL" R' PANTRY 6 Q 0" 1" SI G) ILP i(FWSH) 1314"x 112" LVL I ATTIC SPACE __I___ WAIL (FLUSH) 2'-6" LOADBEARIN( - I_ -� I I ' ---- i o HALLWAY to I N 13'-612" COVERED PORCHHm9A 5'-0" d c oU U 3OW" LIBRARY/ �-- RECESSED I Ir STOOP, BEDROOM a 2,-0. ELEV.-0'-0'1 I C 7j NICHESR A m UHE U BATH 1 1 SEE SEq&B -B CL. _ 6'4" ( -8'131^ DIN - ---- w li Fo DN li - EO WC. 11 I I I I I I I I I i I I I I I I c -c VAULTED CEILING (SEE 2nd FLOOR PLAN) 1 23'-0" ® o BREAKFA T KITCHEN 22,-0' 0 a EliSLAND l 32"H. DESK WI .L CASSABOVE 3'-61/2 ALIGN T-0" �II a:,&UP 9.0114" 7 @ .5' IF 13f4"x91/2"LVL 8_J- `v I PANTRY 6 Q 0" 1" SI G) ILP i(FWSH) 1314"x 112" LVL I ATTIC SPACE __I___ WAIL (FLUSH) _ _I LOADBEARIN( - I_ -� I I ' ---- i o HALLWAY to I N REF. L FLUSH) �- - _ COVERED PORCHHm9A �o FOYER d c oU U 3OW" of �-- T.O. Ir STOOP, -2114 ENO^-+---- 2,-0. ELEV.-0'-0'1 I C 7j 912" NI -20 UHE U 1� SEE SEq&B -B CL. _ 6'4" ( -8'131^ DIN - ---- w li Fo DN li - a --- -----'x14"PSL 1 L--- ® o BREAKFA T KITCHEN 22,-0' 0 a EliSLAND l 32"H. DESK WI .L CASSABOVE 3'-61/2 ALIGN T-0" �II a:,&UP 312"x9112" PSL 9.0114" 7 @ .5' IF 13f4"x91/2"LVL 8_J- `v I PANTRY 6 Q 0" 1" SI G) ILP i(FWSH) w I ATTIC SPACE __I___ (FLUSH) HOEDOWN g,-D I_ -� I I ' ---- DBL FLOORiJ01ST 1 to I REF. L FLUSH) �- - _ COVERED PORCHHm9A �o FOYER d c oU U 3OW" �-- T.O. Ir STOOP, -2114 ELEV.-0'-0'1 I C 7j 912" NI -20 312"x9112" PSL 9.0114" LOCATION - C9 11'-11/4" NJ ` PANTRY I 3'-112' _ 1314"x R-30 ATTIC SPACE __I___ (FLUSH) HOEDOWN g,-D TO, DECKING I I ' ---- 'ERED CLD )VE LIGHTING ;- RINIETER___ _ _ DETAIL41Al2.01) 14'4 71/�F O9' N 9.4 1' 9112' NI -20 S o n @ 6" O.C. 1 INK ® 9.0114" LOCATION R -VALUE 11'-11/4" R-15 3'-1112" COL. 3'-112' _ c R-30 ATTIC SPACE __I___ CEILING OVER GARAGE HOEDOWN TO, DECKING 3/4"X9112 ' ---- 1 ELEV.-D'-0" REF. L FLUSH) �- - _ COVERED PORCHHm9A o 7-5314" 1 �-- T.O. Ir STOOP, LINE OF 2nd FLOORHD5A0 I ELEV.-0'-0'1 I C 7j 912" NI -20 U I- 13/4"x91/2"LVL (FLUSH) x @IVO.C. q Imli jHD5AOWN 312 _ _— __ _I _ iI1N MUD4 DN ( DIN = II w li Fo DN li - a N I -----'x14"PSL 1 L--- J ill 14'4 71/�F O9' N 9.4 1' 9112' NI -20 S o n @ 6" O.C. 1 INK ® W.C.li LOCATION R -VALUE EXTERIOR WALLS R-15 SOUAH COL. FLOORS OVE R BASEMENT _ c R-30 ATTIC SPACE __I___ CEILING OVER GARAGE R-30 3/4"X9112 ---- 1 REF. L FLUSH) �- - _ 7-5314" 1 �-- T.O. Ir STOOP, a li I ELEV.-0'-0'1 I C 912" NI -20 I- 13/4"x91/2"LVL (FLUSH) x @IVO.C. q Imli iI1N MUD4 DN ( = II w li Fo DN li - a N I I 1 J ill PANTRY z COATS, 1 1 111-3"HOWN912 DB®16 ~ HOEDOWN 4 - - I 1 6'-912" 3'-8' 5'-9112" HDBA I o j JPROVIDE 518" FIRE RATED I J GWB ON GARAGE WALLS, /i awl 1 3 CEILING &REAMS PER CODE yl �¢ � I 2 d c � II dol svz'NI-zD®16^ol.c. %I 91/2' 1-20®f6"o.C. I, 22'-0" 112" 4'-11112' 4 312' GI STL. COL ON L - _J - IT&G 3 30X30 X14"P.C, FFG i ELEV,-1�-W(VIF) I CKING 9111 Q 16" O.la 9112- 1-20 @ 16" O.C. x1 Ir4 HOLDOWN Hi 11 31/2' O STL. COLON I GARAGE 3 3CX30X14' P.0 FTG F -1—I ii li -1I 5114 1'-1114" I 4 \-4"GARAGESLAB 1 li PITCH SLAB TO DOORS L -I- _J I NOTE: U.O.N. 1ST FLOOR WINDOW I,1 a.l Ij HEAD HEIGHT(d} ELEV. B'-0" < I 9112' Ill @ 18" O,C, 9112'N-2016"O.C, 1st FLOOR: FLOOR ASSEMBLY SHALL BE li DIAPHRAGM TYPE 1 K " SEE 2/Al2.02 I �I II I m i3 I l I 1i I I i i --t----- --------+ ---- 4'-6 314" DOOR & WINDOW HEADERS (UNLESS OTHERWISE NOTED); EXTERIOR WALLS & (2)1314 x 7114 LVL INTERIOR LOAD BEARING WALLS INTERIOR Ni (2)2x8 W/ 12" PLYWD SPACER LOADBEARING WALLS (USE SPACER TO EQUAL 31/2') INSULATION TABLE LOCATION R -VALUE EXTERIOR WALLS R-15 COMMON GARAGE WALLS R-15 FLOORS OVE R BASEMENT R-19 FLOORS UNDER BEDROOMS R-30 ATTIC SPACE Rab CEILING OVER GARAGE R-30 5 U.O.N. DOORS ON list FLOOR SHALL BE B'-0• H. 6. U.O.N. DOORS ON SECOND FLOOR SHALL BE T-0" H. 7. U.O.N. TYP. JAMB OFFSET 4' IV — — A -A issue date description 1. 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature Ii , Description: FIRST FLOOR CONSTRUCTION PLAN Scale: Drawing # ao2.o1 FIRST FLOOR PLAN 7 SCALE: 1/4"=V-10" NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEIREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC B -B — C -C D -D J -am; nri E -E i — — — B -B 11 A00.0 E,E SECOND SECOND FLOOR PLAN SCALE: 1/4"=V-0" Project Vineyard House Southold, Long Island Southold, NY Architect j. taylor design group LLC Ill architactura + intetriars I = a?m ES 40 Rogers Dnve o New Rochelle, NY 10804 tel 914 636 8000 fax 914 931 8088 SHEET NOTES: I. U.O.N. INTERIOR PARTITIONS TO BE41/2"THK 2. U.O.N. DOUBLE JOISTS BELOW PARALLEL PARTITIONS DOOR $ WINDOW HEADERS (UNLESS OTHERWISE NOTED): EXTERIOR WALLS d (2)1 314 x 7114 LVL INTERIOR LOAD BEARING WALLS INTERIORNON- (2)2x8 wl1/2"PLYWD SPACER LOADBEARING WALLS (USE SPACER TO EQUAL 31/2') INSULATION TABLE date LOCATION R -VALUE EXTERIOR WALLS R-15 COMMON GARAGE WALLS R-15 FLOORS OVE R BASEMENT R-19 FLOORS UNDER BEDROOMS R-30 ATTIC SPACE R-38 CEILING OVER GARAGE R-30 5 U.O.N. DOORS ON 1st FLOOR SHALL BE 814"H. 6. U.O.N. DOORS ON SECOND FLOOR SHALL BE TA" H. 7. U.O.N. TYP. JAMB OFFSET 4" 1 issue date description 1 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature Description: SECOND FLOOR CONSTRUCTION PLAN Scale: 1/411= 1'-0" Drawing # A02m02 NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC C -C O_D 09.0 E E I I I I I I I I I I I I -----------II I -------------1III ------'I +IIII IIII ------w------IIII FIIII ------w-----III III I III III ------------- 0 ------------ o 22HEADER1 x 2 rIII r�Il Ili I m w io O \11COPPERPAN I I 10 I I o I I oz 0 I I o XII �c e ` - - ---- -- -- ----- -j-------------------------- Ir __----- ------- ryI_ _-a�-1_-zo-2_x 1=6GER"OI�W_ALCB�—Jo-z ----�- III�rcIIlI IIII m(2) -2 x _12 EADERmIIIl -IIII -(2-)2- x 1-2 (_HEA -DEI - �III - III (2) 2-212— (H EDER) _ 11 _ 2(HEADER) O - -F-- _LOAD BEARING WALL (BELOW) I 12)2z12 (HEADER) I oz _W rel Io zl I� �I Iw wl Iw Imim- _ o o WI zl FI IF 21 IN al IF NI IN V ` N U N N U N Q O XI I; o o ❑ N ❑ �I �I I� xl I� I I� - X I � � mI I �I `-I I�Lj o �1 o XI I I OVERHANG X NI VI I I I o u, o I N C_______I___ ___�__F_ ___ ____ N N N NII _}_�--___ F_+{ __F_+______________-jI AO BEARINGWAIIL `i 2 9/1/05 ISSUE FOR CONSTRUCTION I K I 1 I o I I��L (BELO )� iii -- . I I a N I o z g SLOPE ON I I U I I I I I I I I I I I I I I I I I I Ili 1314 z 11718 LVL RIDGE 3 B -B I Ir I I I I I I I I I � I I I I I I I I I I I I Ili CQNTINUOUS RIDGE VENT- J' � 1314 x 11718 LVL RIDGE I I I I I 1 I I I 131401718LVL RIQGE I D CONTINUOUS RIDGE VENT I I I I NG'i d �g4' I � V4 o (1 N X J N y I � SLOPE ON I I I I I � L____ ________ 2x10 RRQ1fi"O,C, (OVER) I 0 " I OVER ANG (7 r b I I I I I I I I I I I I I I I I I C -C CONTINUOUS RIDGE VENT - 2x 10 FIR @16"O.C.(OVER) TOP SLOPE ON I I ' ' Ir -o• MOVE HANG o � � X N I I I o u, o I 0 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION I 'I I i -- . I I a N I o z g SLOPE ON U 2 U I 3 2x 10 FIR @16"O.C.(OVER) TOP SLOPE ON I I ' ' Ir -o• MOVE HANG o � � X N I I I o u, o I 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION I 'I I i -- . I I ---------1 ---- o z U 2 U I 2x10 _ Le x10 RR (aJtfi"O.C. I � N N N I II ROOF ATTIC: DIAPHRAGM ASSEMBLY SHALL BE DIAPHRAGM TYPE 1 SEE 21Al2.02 I L- r Y I I I RARE WINDOW CUPP04A PLAN � I SCALE: 1/4"=1'-p" I I I I I I 0-D A09 1 SLOPE ON I r R 22x1ETRIMMERRAFFfER� I 11 01 EHANG (TYP) 91 I ' I I 2z� I i (oj18" O.q. I I I I I I (2�2z 10 TRIMMER RAI �O -L SLOPE ON 2 x 1D RR @16.O.C. 2x� @1s^ G.C. I II II SLOPE ON W I 2 x10 TRIMMERRAFTERI I 2 x 10 RR (aj16" O.C. I I SLOPE ON x 6 ROOF FRAMING 2x1BRR®16"B.C. I© _ 0 RI ANG (TYP) _ I I I x CUPPOLA [ ROOF PLAN 7 SCALE: 1/4"=1'-0" NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP U Project Vineyard House Southold, Long Island Southold, NY Architect j. taylor design group LLC mo x architecture + interiors WER�� 40 Rogers Drive o New Rochelle, NY 108040804 tel. 914.636.8000 fax. 914.931.8088 SHEET NOTES issue date description t 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature Description: ROOF CONSTRUCTION PLAN Scale: 1/411= 1'-0" Drawing # AO2.OR .0 © 2005 J. TAYLOR DESIGN GROUP LLC FRONT ELEVATION �I SCALE: 1/4"=V-0" [] \1011 RAKE WI 1x2 TRIM (OVER) V FRIEZE 12 F RAKE 57 W11x2 TRIM (OVER) --\ H — SOFFIT _ B ELEV. 17'-9' 12 V. SOFFIT ELEV. 9'-9" ---- SOFFIT ELEV. 9'-0" SOFFIT _ ELEV. T-4" LOCATION OF OUTDOOR L a FASCIA 8 GUTTER FRIEZE 8" FASCIA 8 4' 7 I E 111-011 Io 0 FRIEZE 0 W FASCIA 8 GUI -TER T FRIEZE T OORNER BOARD FASCIABGUTTER 12 'SOFFIT Q7.5' T.O. LANDING ELEV.-0'-04" O ELEV. 18'-3/4" ELEV. SH WER ENCLOSURE________I WII L______WELL - WINDOW --/e WELL BACK ELEVATION 2 SCALE: 114"=V-0" Project Vineyard House Southold, Long Island Southold, NY Architect j. teylor design group LLC Mo a_ architecture + interiors 0'o MCI S o 40 Rogers Drive o New Rochelle, NY 10804 tel. 914 636 8000 fax 914 931.8088 SHEET NOTES AQ CEDAR SHINGLE ROOFING B9) CEDAR SHINGLE SIDING © VENEER STONE WI STONE SILL AT TOP QD FRONT ELEVATION WINDOWS: TRIM: TOP -4" OR ALIGN WI FRIEZE (AS SHOWN) BOTTOM -4" SIDES -2' OPERABLE LOUVERED SHUTTERS (WHERE SHOWN) SIZE SHUTTERS TO =112 WINDOW WIDTH QE FRONT ISIDE / BACK ELEVATION WINDOWS 4" TRIM ALL AROUND. @ SIDE BY SIDE WINDOWS TRIM SHALL BE CONTINUOUS BETWEEN WINDOWS. QF FRONT DOOR: 8'-0"x 8'-0" INSULATED DOUBLE DOOR WI VISION PANEL TOP 8 2 PANEL BOTOM. 12" SIDELITES WI SINGLE PANEL BOTTOM 4" TRIM BOTH SIDES. TOP TRIM TO ALIGN WI FRIEZE © WALL MOUNTED EXTERIOR LANTERNS QH LOUVERED GABLE VENT WI BIRD SCREEN 4" TRIM ALLAROUND QI EXPOSED CONC FOUNDATION WALL W/ CEMENT PARGE COAT 8 SEALER ( 8- CORNER BOARD. CAPITOL @ UPPER ROOF LEVEL TO ALIGN WI FRIEZE (WHERE SHOWN) OK 18' CORNER BOARD. CAPITOL ® UPPER ROOF LEVEL TO ALIGN WI FRIEZE (WHERE SHOWN) © 3'4"x7'-0" INSULATED DOOR WI VISION PANEL TOP 82 PANEL WOOD BOTTOM. 4" TRIM ALL AROUND ® F-Tx8'-0"PANELED GARAGE DOOR WITOP VISION PANELS. ARCH TOP OF OPENING AS SHOWN. 4" TRIM ALL AROUND issue date description 1 7/26/05 ISSUE FOR PRICING 2, 9/1/05 ISSUE FOR CONSTRUCTION Seal/$ignature tel; Description: EXTERIOR ELEVATIONS Scale: 1/411;= 1 '-0" Drawing # A09.01 NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC 9 2005 J. TAYLOR DESIGN GROUP LLC SOFFIT SOFFIT ELEV.13'-6' SOFFIT 0 8" RAKE WI 1x2 TRIM (OVER) Hl 10"RAKEW/1x2 TRIM 8" 12 10.57 12 Q 10.5 O 10" FASCIA 6 GUTTER 10"FASCIA, AQ Lie AO COPPER; SEAM SOFFI� ELEV.29',5" LLLLJ SILL ELEV. 26'-0" W/ 4" TRIM (OVER) Q 6 -CORNER ® 6'CORNE BOARD BOARD 12 10.5 8" FASCIA & GUTTER Q J B" FRIEZE DO I Imlil I Fd1/A 1'.11" LEFT ELEVATION ! Iw\—WINDOW 7 SCALE: 1/4"=1'-0" L - - - - - - - - - - - - - - - - - J WELL RIGHT ELEVATION 2 SCALE: 1/4"=1'-0" Project Vineyard Mouse Southold, bong Island Southold, NY Architect j. taylor design group LLC mo m ercFlil.ectura + interiors '!_mWEe 40 Rogers Drive o New Rochelle, NY 10804 tel 914 636.8000 Fax 914 931 8088 SHEET NOTES; Q CEDAR SHINGLE ROOFING Q CEDAR SHINGLE SIDING © VENEER STONE W/ STONE SILL AT TOP Q FRONT ELEVATION WINDOWS: TRIM: TOP -4" OR ALIGN W/ FRIEZE (AS SHOWN) BOTTOM .4" SIDES -2' OPERABLE LOUVERED SHUTTERS (WHERE SHOWN) SIZE SHUTTERS TO =112 WINDOW WIDTH QE FRONT/ SIDE I BACK ELEVATION WINDOWS 4" TRIM ALL AROUND. @ SIDE BY SIDE WINDOWS TRIM SHALL BE CONTINUOUS BETWEEN WINDOWS. (1) FRONT DOOR: 6'-0"x 8'-0" INSULATED DOUBLE DOOR WI VISION PANEL TOP & 2 PANEL BOTOM. 12' SIDELITES'iW/ SINGLE PANEL BOTTOM 4" TRIM BOTH SIDES, TOP TRIM TO ALIGN W/ FRIEZE © WALL MOUNTED EXTERIOR LANTERNS QH LOWERED GABLE VENT W1 BIRD SCREEN 4" TRIM ALL AROUND QI EXPOSED CONC FOUNDATION WALL W/ CEMENT PARGE COAT& SEALER Q 8" CORNER BOARD. CAPITOL @ UPPER ROOF LEVEL TO ALIGN W/ FRIEZE (WHERE SHOWN) QK 10" CORNER BOARD. CAPITOL @ UPPER ROOF LEVEL TO ALIGN WI FRIEZE (WHERE SHOWN) © Y-ONT-0" INSULATED DOOR W/ VISION PANEL TOP & 2 PANEL WOOD BOTTOM, 4" TRIM ALL AROUND Q V-0NIT-Ir PANELED GARAGE DOOR WI TOP VISION PANELS. ARCH TOP OF OPENING AS SHOWN. 4" TRIM ALL AROUND issue date description 1. 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature Description: EXTERIOR ELEVATIONS Scale: 1/411=11-011 Drawing # A09mO2 NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HIEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC SECTION A -A �I SCALE: 1/4"=V-0" Project Vineyard House Southold, Long Island Southold, NY Architect j. taylor design group I -Lc mo architecture + intariar m o_T� o�= 40 Rogers Orlve o New Rochelle, NY 10804 tel. 914.636.8000 fax. 914.931.8088 69:I:1:I101[a]I:W issue date description 1 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature Description: BUILDING SECTIONS Scale: 1/4'1=11-011 Drawing # MIN NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC SECTION B -B 7 SCALE: 114"=1'-0" Project Vineyard House Southold, Long Island Southold, NY Architect j, taylor design group LLC mo architecture + interiors o � �o 40 Rogers Drive p New Rochelle, NY 10804 tel 914.636.8000 fax 914 931.8088 SHEET NOTES: Issue date description 1. 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature Description: BUILDING SECTIONS Scale: 1 /4".L 1'-0" DraWing # MIN NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC SECTION C -C SCALE: 1/4"=V-0" Project Vineyard House Southold, Long Island Southold, NY Architect i. taylor design group plc aamm = architecture + interiors — o 0 40 Rogers Drive o New Rochelle, NV 10804 tel. 914 636 8000 fax. 914 931.8088 SHEET NOTES issue date description 1 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature Description: BUILDING SECTIONS Scale: 1/411=11-011 Drawing # A09005 NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HIEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC WINDOW SCHEDULE MANUFACTURER MODEL BASEMENT ROUGH OPENING WIDTH HEIGHT QUANTITY I GROSS I REMARKS UNITAREA ANDERSON 2846-2 6-77/8" 4'-8314" 1 27 SF 2 UNITS MULLED TOGETHER ANDERSON 2817 2'-85/8" 1'-71/4" 5 4SF 4 FIRST FLOOR ANDERSON 2452 2'6118" 543/4" 2 13 SF SEGMENT AH DOUBLE HUNGRC ANDERSON 3052 T-21/8" S-5114" 5 17 SF 4 ANDERSON AW21 2'-516" 24518" 1 58F 2 UNITS MULLED TOGETHER ANDERSON 16410 1'-10118" 5'-7/8" 4 10SF 2 UNITS MULLED TOGETHER ANDERSON 38410 3'-10118" 51- We 1 19 SF ANDERSON 3052-2 F-3718" 5'•5114" 1 34 SF 2 UNITS MULLED TOGETHER ANDERSON CN245 4' -ill" 4'-b3/8" 2 18SF ANDERSON A31 3'- 1/2" 2'-5/8" 2 BSF ANDERSON 2646 2'-75/8" Z-5/8" 3 6SF SEGMENT DOUBLE ANDERSON 3046 T-21/8" 4'-83/4" 1 15SF 1 ANDERSON 2652 Z-8118" 5'-43/4" 4 14 SF 1 SECOND FLOOR ANDERSON 2446 2'$118" 4'-91/4" 2 12SF SEGMENT AH DOUBLE HUNGRC ANDERSON 3046 T-21/8" 4'-91/4" 3 15SF 4 ANDERSON 30410-2 V-3718" 6• 314" 1 32 SF 2 UNITS MULLED TOGETHER ANDERSON 2442-2 4'-117/8" 4'-03/4" 1 14 SF 2 UNITS MULLED TOGETHER ANDERSON CW13 4'-93/8" 3'-1/2" 1 158F ANDERSON CN23 3'-51/4" 3'-1/2" 1 10 SF ANDERSON AW351 31S 318" 2'-5/8' 4 7 SF ANDERSON 3436 3'E 118" 3'-8 3/4" 1 13 SF T.B.D. T.B.D. T-01/2" 5'-1" 1 15SF SEGMENT DOUBLE ARCH HUNG TOP WINDOW ANDERSON 3046-2 6'-3718" 4'-91/4" 1 30 SF 2 UNITS MULLED TOGETHER ANDERSON CN125 1'•9" 2-4718" 1 48F MISCELLANEOUS T.B.D. T.B.D. 3'-01/2" 4'-5" 1 13 SF SEGMENT AH DOUBLE HUNGRC TOP WINDOW T.B.D. T.B.D. 3'-7" 2'-0" 4 4SF CUPPOLA WINDOWS(FI7(ED) VELUX FS306 2'-6112" VT 3 9SF FIXED SKYLIGHT NOTE VERIFYALL WINDOW OPENING SIZES WITH MANUFACTURER'S LITERATURE ALL WINDOWS SHALL BE EQUIPPED WITH PROTECTION FROM WIND-BORNE DEBRIS IN ACCORDANCE WITH RCNYS R3012.1.2 WINDOW SCHEDULEZ SECTION E -E 1 SCALE: NTS SCALE: 1/4"=1'-0" m PLUMBING RISER DIAGRAM 3 Project Vineyard House Southold, Long Island Southold, NY Architect j. taylor design group LLC FREE41; architecture + interiors m 40 Rogers Drive C==F New Rochelle, NY 10804 tel 914.636 8000 fax. 914 931 8088 SHEET NOTES Issue date description 1 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signatulre __ 1-� 1111 tel. Description: BUILDING SECTIONS WINDOW SCHEDULE PLUMBING RISER DIAGRAM Scale: 1/491=11-011 Drawing # MIN NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HIEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC L DINING RM. COVE/COFFER CLG DETAIL (ISOMETRIC) 4, SCALE: 1"=V-0" H SI PORCH COLUMN DETAIL 2 SCALE: 1 1/2"=1'-0" PORCH NEWEL DETAIL 3 SCALE: 1 1/2":=V-0" CEDAR ROOF SHINGLES #30 ROOFING FELT 112" EXTERIOR COX OR OSB PLYWD ROOF RAFTERS R-38 BATT INSULATION @ ATTIC R-30 BATT INSULATION Qa CATHEDRAL CLG. VENTSPACER HURRICANE TIES (SEE WIND LOADING NOTES) ICE 8 WATER SHIELD 3'41" UP FROM EAVE (2) 2 x 4 CONT TOP PLATE CONT ALUM DRIP EDGE ALUM GUTTER 1 x 8 FASCIA 2 x 6 BLOCKING BEAD BOARD SOFFIT W/ CONT VENT &INSECT SCREEN FRIEZE BOARD (SEE ELEVATIONS) TYP. WALL CONSTRUCTION CEDAR SHINGLE SIDING 30# BUILDING PAPER 11T EXTERIOR CDX OR OSB PLYWD 2x4 STUDS @ 16" O.C. R16 BATT INSULATION 6 MIL POLY V.B. 11Y GWB 2 x 4 SOLE PLATE CONT. (2) 2 x 4 TOP PLATE 2 x 4 SOLE PLATE CONT. RIM BOARD (2) 2x6 PRESSURE TREATED SILL PLATE ON CONT. SILL SEAT SILL PLATE SEAL & TERMITE SHIELD CEMENT PARGE COAT & SEALER 5/8"0 ANCHOR BOLTS Wl3'SQUAREWASHER MIN 3112"- MAX 4" OUT OF TOP OF WALL 33" O.C. (MAX 12' FROM CORNERS) IY.1109311i6P 'IJ/dll WATERPROOFING 4" 0 PERFORATED PVC FOOTING DRAIN IN GRAVEL BED *1 FILTER FABRIC COVER (AS REQ. BY SITE CONDITIONS) 20"W x 10" TYPICAL WALL SECTION SCALE: i II o' lv< all � II� RIDGE 112'GWB CEILING JOISTS HARDWOOD ON RED ROAN SH FLOORING: -TILE ON CEMENT BOARD -CARPET T& G PLYWD SUBFLOOR 1/2" GWB FLOORJOISTS HARDWOOD ON RED ROZIN FINISHFLOORING: TILE ON CEMENT BOARD FCARPET 314'T& G PLYWD SUBFLOOR GLUED & NAILED TO JOISTS WHEN JOISTS RUN PARALLEL TO FOUNDATION WALL: -DOUBLE UP RIM WI FLOOR JOIST -PROVIDE B" MIN. SPACE BETWEEN FACE OF FOUNDATION WALL AND JOIST FOR DUC74ORK HORIZ #5 REINFORCING STEEL 4" BELOW T.O. WALL HORIZ#5 REINFORCING STEEL 2" BELOW WINDOW OPNG (TYP) —3/S" PRE -MOLDED JOINT —4" CONC SLAB OVER 4 MIL POLY V.B. —4" GRAVEL BASE AS REQ. rUNDISTURSED SOIL SEE Al 2.02 FOR WIND LOADING CONNECTIONS Project Vineyard House Southold, Long Island Southold, NY Architect i. taylor design group LLC aao • architecture + irrteriore G� 40 Rogers Drive o New Rochelle, NY 10804 tel 914 636.8000 fax. 914 931.8088 SHEET NOTES: issue date description 1 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION Description: WALL SECTION DETAILS Scale: AS NOTED DrarWing # Al IN NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC 9 2005 J. TAYLOR DESIGN GROUP LLC NAILING SCHEDULE JOINT DESCRIPTION I CNUMBER OF OMMON NAILS I BOX NAI SF I NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE (TOE -NAILED) 3-Bd 3-10d PER RAFTER CEILING JOIST TO TOP PLATE (TOE -NAILED) 3-8d 3-10d PERJOIST CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) 5-16d 54d EACH LAP CEILING JOIST LAPS OVER PARTITIONS (FACE -NAILED) 5-16d 540d EACH LAP COLLARTIE TO RAFTER (FACE -NAILED) SEE RIDGE DETAIL SEE RIDGE DETAIL PERTIE BLOCKING TO RAFTER (TOE -NAILED) 2-Bd 2-10d EACH END RIM BOARD TO RAFTER (END -NAILED) 2-16d 3-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE -NAILED) 2-18d 2-16d PER FOOT TOP PLATE AT INTERSECTIONS(FACE NAILED) 4.16d &16d JOINTS - EACH SIDE STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. HEADER TO HEADER (FACE NAILED) 16d 16d 16'0,C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END NAILED) 2-16d 2-40d PER STUD BOTTOM PLATE TO FLOOR JOIST, RIM JOIST, ENDJOIST OR BLOCKING (FACE NAILED) 2-16d 2.16d PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 410d PER JOIST BRIDGING TO JOIST (TOE -NAILED) 2.8d 240d EACH END BLOCKING TO JOIST (TOE -NAILED) 2-11d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (FOE -NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE -NAILED) 3-16d 4-16d EACH JOIST LOIST ON LEDGER TO BEAM( TOE -NAILED) 3-8d 3-10d PER JOIST RIM JOIST TO JOIST(END-NAILED) 3.16d 4-16d PERJOIST RIM JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-16d 3-16d PER FOOT ROOF SHEATHING INTERIORZONE 8d 10d 6' PANEL EDGE 12' FIELD STRUCTURAL PANELS SEE 51Al2.05 FOR ENDWALL BLOCKING REFER TO MWFRS CONSTRUCTION TYPES FOR fi"PANEL EDGE 4'PERIMETER EDGEZONE 8d 10d 6" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 5d COOLERS P EDGE 110" FIELD WALL SHEATHING INTERIORZONE Bd1gd 6"PANEL EDGE STRUCTURAL PANELS 1A FIELD 4' PERIMETER EDGE ZONE Old 10d 6' PANEL EDGE 12' FIELD SEE MWFRS CONSTRUCTION TYPES GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10' FIELD FLOOR SHEATHING STRUCTURAL PANELS Bd 10d 6"EDGE 112" FIELD SEE MWFRS CONSTRUCTION TYPES NAILING SCHEDULE 7 SCALE: NTS C & C LOAD TABLE COMPONENTS A CLADDING FRAMING CONNECTION LOADS date MINIMUM DIAPHRAGM CONSTRUCTION: 5132 STRUCTURAL SHEATHING I(OR BETTER) UNBLOCKED WITH 6' PANEL EDGE NAIL SPACING - Bd NAILS REMARKS LATERAL LOAD SEE 51Al2.05 FOR ENDWALL BLOCKING REFER TO MWFRS CONSTRUCTION TYPES FOR PER FRAMING MEMBER D SIZE D PANEL NAILING STUAN @ 16" O.C. FOR 9'-0" H. WALL Q 192# MAY BE REDUCED TO 75% FOR FRAMING ROOF TO PLATE FOR S-0' H. WALL NOT WITHIN 5' OF CORNERS PLATE TO PLATE 176# W PLATE TO STUD 15132 STRUCTURAL SHEATHING (1 SIDE) OVER STUDS 16' O.C. WITH 2"O.C. PANEL EDGE NAIL SPACING -10d NAILS, FRAMING AT ADJOINING EDGES SHALL BE 3" NOMINAL OR WIDER & NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. ^ PLATE TO FLOOR 112" GWB WITH T PANEL EDGE NAIL SPACING - 5d COOLER NAILS. BLOCKING AT SHEATHING EDGES. UPLIFT LOAD (ALLOWABLE132STRCTUR AR HEAT 15132 STRUCTURAL SHEATHING (1 SIDE) OVER STUDS 16" O.C. J PER FRAMING MEMBER WITH 4" O.C. PANEL EDGE NAIL SPACING -10d NAILS. BLOCKING AT SHEATHING EDGES. J @ 16' D.C. MAY BE REDUCED TO 75% FOR FRAMING ROOF TO WALL NOT WITHIN 10' OF CORNERS WALL TO WALL (ALLOWABLE SHEAR 476NO 15132 STRUCTURAL SHEATHING (1 SIDE) OVER STUDS 16" O.C. WALL TO FOUNDATION WITH 6' O.C. PANEL EDGE NAIL SPACING -10d NAILS. 8,2134/2/42'=98plf RIDGE TENSION BLOCKING AT SHEATHING EDGES. PER FRAMING MEMBER 430 Q11 @ 16" O.C. 1st FLOOR (GARAGE SIDE): ENGINEERED SHEAR WALLS WITH 1317# IN -PLANE SHEAR RESITANCE: LL RAKE OVERHANG FOR1'-0"OVERHANG (sum of all walls and raofshear l% full ht sheathing) SHEARWALL TYPE OUTLOOKER UPLIFT 278# 2 PER FRAMING MEMBER 1 @ 18" O.C. (ALLOWABLE SHEAR +/- 2000,p11) (242+98+1461.32)+38b =1898 plf RAFTERTHRUST 15132 STRUCTURAL SHEATHING (2 SIDES) OVER STUDS 16' O.C. WITH 3" O.C. PANEL EDGE NAIL SPACING -10d NAILS. FRAMING AT ADJOINING EDGES SHALL BE 3' Q RAFTER TO CLG JOIST 543# 2 PER FRAMING MEMBER 112" GWB FINISH LAYER ON INTERIOR PARTIONS PARALLEL TO RIDGE: @ 16' D.C. LATERAL DIAPHRAGM WIND LOADS C&C WIND LOAD TABLE SCALE: NTS J RAKE OVERHANG BRACING 4 SCALE: 1/2"=T-0" DIAPHRAGM ENDWALL BLOCKING 5 SCALE: 1/2"=V-0" 1111114 M.W.F.R.S. CONSTRUCTION TYPES c C date MINIMUM DIAPHRAGM CONSTRUCTION: 5132 STRUCTURAL SHEATHING I(OR BETTER) UNBLOCKED WITH 6' PANEL EDGE NAIL SPACING - Bd NAILS LU AREA "All I SEE 51Al2.05 FOR ENDWALL BLOCKING REFER TO MWFRS CONSTRUCTION TYPES FOR 9/1/05 D SIZE D PANEL NAILING STUAN WN Q FOR FUILL HT. OF STUD 0 GYPSUIM WALLBOARD ROOF &CEILING SIMPSON NDSA 17- (ALLOWABLE SHEAR 1,358plf) W 3-7!!8"MB T09TUD 15132 STRUCTURAL SHEATHING (1 SIDE) OVER STUDS 16' O.C. WITH 2"O.C. PANEL EDGE NAIL SPACING -10d NAILS, FRAMING AT ADJOINING EDGES SHALL BE 3" NOMINAL OR WIDER & NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. ^ 2nd H. 75 reductitlo Aoorwalls an hackon oleofafe tlrerefore . 112" GWB WITH T PANEL EDGE NAIL SPACING - 5d COOLER NAILS. BLOCKING AT SHEATHING EDGES. 2 ❑ (ALLOWABLE132STRCTUR AR HEAT 15132 STRUCTURAL SHEATHING (1 SIDE) OVER STUDS 16" O.C. J WITH 4" O.C. PANEL EDGE NAIL SPACING -10d NAILS. BLOCKING AT SHEATHING EDGES. J TOAL WIND LOAD 12 l LEGNTH OFIBIDE(11) DIAPHRAGM TYPE Q 3 ❑ (ALLOWABLE SHEAR 476NO 15132 STRUCTURAL SHEATHING (1 SIDE) OVER STUDS 16" O.C. WITH 6' O.C. PANEL EDGE NAIL SPACING -10d NAILS. 8,2134/2/42'=98plf 1 BLOCKING AT SHEATHING EDGES. 1st FLOOR 12,300#12142'=146plf Q11 ® 1st FLOOR (GARAGE SIDE): ENGINEERED SHEAR WALLS WITH 1317# IN -PLANE SHEAR RESITANCE: LL TJ18x8 POTAL (TRUSS JOIST) OR APPROVED EQUAL (sum of all walls and raofshear l% full ht sheathing) SHEARWALL TYPE 2 242+9B+1461.42 =1157 Af 1 (ALLOWABLE SHEAR +/- 2000,p11) (242+98+1461.32)+38b =1898 plf 5 15132 STRUCTURAL SHEATHING (2 SIDES) OVER STUDS 16' O.C. WITH 3" O.C. PANEL EDGE NAIL SPACING -10d NAILS. FRAMING AT ADJOINING EDGES SHALL BE 3' Q 2nd FLOOR SHEAR WALLS NOMINAL OR WIDER It NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. 2 112" GWB FINISH LAYER ON INTERIOR PARTIONS MWFRS CONSTRUCTION TYPES 2 SCALE: NTS STRAP TIE HOLDOWN (OVER SHEATHING) ABOVE let FLOOR HOLDOWN SIMPSON MST60 48-16d NAILS MIN 3x STUD AT PANEL EDGES AS REQ'D SEE MWFRS CONST TYPES 6 TYP, UPLIFT CONNECTIONS SHEARWALL CORNER & AT PORCHESHOLDOWNS SCALE: 1/2"=1'-0" 8 SCALE: 1/2"=1'-0" 6. RAFTERS) ALTERNATE TO RIDGE STRAP 2x6 COLLAR TIE @ 32' O.C. 6 -10d NAILS EA SIDE RAFTER TO TOP PLATE TIE SIMPSON HB (EVERY RAFTER) 5 -10d NAILS TO RAFTER 5 -10d NAILS TO PLATES TOP PLATE TO STUD TIE SIMPSON 118 (EVERY STUD) 5-10d NAILS OPLATES 5 -10d NAILS TO STUD STUDS) SILL TO RIM JOIST CLIP SIMPSON LPT5 (1G' D.C. 12 -Bd NAILS (6 . SIDE) TYP. UPLIFT CONNECTIONS 3 SCALE: 1/2"=1'-0" M.W.F.R.S. LOAD TABLE MAIN WIND FORCE RESISTING SYSTEM date li FOUNDATION WALL 1 AREA "All I ISSUE FOR PRICING REFER TO MWFRS CONSTRUCTION TYPES FOR 9/1/05 D SIZE D PANEL NAILING STUAN WN 2-16d NAILS @6' O.C. FOR FUILL HT. OF STUD REMARKS GYPSUIM WALLBOARD ROOF &CEILING SIMPSON NDSA 17- zo 1-71-71 A- To NID 3-7!!8"MB T09TUD 219p8x 50'=10,950#x.75=8,213# c F or 2nd H. 75 reductitlo Aoorwalls an hackon oleofafe tlrerefore . ¢a SIIMPSON CONOA C o,w„ 1-718ADR TOCTU 50'=12,300# m 47748"MBTO STUD TYP, UPLIFT CONNECTIONS SHEARWALL CORNER & AT PORCHESHOLDOWNS SCALE: 1/2"=1'-0" 8 SCALE: 1/2"=1'-0" 6. RAFTERS) ALTERNATE TO RIDGE STRAP 2x6 COLLAR TIE @ 32' O.C. 6 -10d NAILS EA SIDE RAFTER TO TOP PLATE TIE SIMPSON HB (EVERY RAFTER) 5 -10d NAILS TO RAFTER 5 -10d NAILS TO PLATES TOP PLATE TO STUD TIE SIMPSON 118 (EVERY STUD) 5-10d NAILS OPLATES 5 -10d NAILS TO STUD STUDS) SILL TO RIM JOIST CLIP SIMPSON LPT5 (1G' D.C. 12 -Bd NAILS (6 . SIDE) TYP. UPLIFT CONNECTIONS 3 SCALE: 1/2"=1'-0" M.W.F.R.S. LOAD TABLE MAIN WIND FORCE RESISTING SYSTEM date "B" I --- 1 AREA "All I ISSUE FOR PRICING AEA ° ° 9/1/05 LZ nj= KEY PLAN N.T.S. PERPENDICULAR TO RIDGE: LATERAL DIAPHRAGM WIND LOADS BUILDING LEVEL WIND LOAD(pl) x LENGTH OF WINDWARD SIDE REMARKS ROOF &CEILING 391pdx 5T=20,332# 2nd FLOOR (8'-T H. WALLS) 219p8x 50'=10,950#x.75=8,213# 2nd H. 75 reductitlo Aoorwalls an hackon oleofafe tlrerefore . case area! lot FLOOR (9'-0"H. WALLS) 1246pffx 50'=12,300# DIAPHRAGM SHEAR CAPACITY TOAL WIND LOAD 12 l LEGNTH OFIBIDE(11) DIAPHRAGM TYPE ROOF &CEILING 20,332#12142'=242p1f 1 2nd FLOOR 8,2134/2/42'=98plf 1 1st FLOOR 12,300#12142'=146plf 1 SHEARWALL SHEAR CAPACITY (sum of all walls and raofshear l% full ht sheathing) SHEARWALL TYPE 1st FLOOR SHEAR WALLS (LEFT) 242+9B+1461.42 =1157 Af 1 151 FLOOR SHEAR WALLS (RIGHT) (242+98+1461.32)+38b =1898 plf 5 'shared load from area'B' Q 2nd FLOOR SHEAR WALLS 242+9B/.53=641 p# 2 LU PARALLEL TO RIDGE: LATERAL DIAPHRAGM WIND LOADS BUILDING LEVEL WIND LOAD(pllf x LENGTH OF WINDWARD SIDE REMARKS ROOF B CEILING 229plfx 44'=10,076# 2nd FLOOR (8'-0"H. WALLS) 149plfx 42'=6,268# tat FLOOR (9'-0"H. WALLS) 1680x42'=7,D5B# DIAPHRAGM SHEAR CAPACITY ROOF&CEILING 10,067#12149'=103ptf PARALLEL 2nd FLOOR 8,258#12149'=64plf p1GUtAR O Rp1APHRA 1st FLOOR 7,058#121429'=72plf REFER SHEARWALL SHEAR CAPACITY (sum of all walls and reofshear l % full ht sheathing) SHEARWALLTYPE 1st FLOOR SHEAR WALLS 103+64+721.51 = 469 plf 3 2nd FLOOR SHEAR WALLS 242+981.53=641 p# 3 PERPENDICULAR TO RIDGE: LATERAL DIAPHRAGM LOADS BUILDING LEVEL WIND LOAD (pIQ x LENGTH OF WINDWARD SIDE REMARKS ROOF S CEILING 316p1fxl6'=5059# —_ Tat FLOOR(9'-0"H. WALLLS) 246p1fx16'=5,858# Q DIAPHRAGM SHEAR CAPACITY W TOAL WIND LOAD/2/ LEGNTH OFISIDE III) DIAPHRAGM TYPE ROOF B CEILING 5,059#12133'=77pg I 1sIFL00R 5,658#12133'=86plf 1 SHEARWALL SHEAR CAPACITY (sum of all walls and mofshear l% full hl sheathing) SHEARWALL TYPE 1st FLOOR (RT SIDE) 77+86/.32=429p8 3 lot FLOOR(LEFT SIDE) 77+86/.43=380p8 see area"A" shear shared with common wall at area"A" PERPENDICULAR TO RIDGE: LATERAL DIAPHRAGM WIND LOADS BUILDING LEVEL WIND LOAD (plox LENGTH OF WINDWARD SIDE REMARKS ROOF &CEILING 273plfx 47'=12,831# 1sl FLOOR(9'-0'H.WAULS) 246p1fx45'=11,070# DIAPHRAGM SHEAR CAPACITY TOAL WIND LOAD 121 LEGNTH OFISIDE (11) DIAPHRAGM TYPE ROOF &CEILING 12,831#/2125'=257p8 1 tat FLOOR 11,070#12/23'=240plf 1 SHEARWALL SHEAR GAIPACITY _U (sum of all walls and roof shear l % full ht sheathing) SHEARWALL TYPE tat FLOOR SHEAR WALUS 25742401.67 = 615plf 2 W PARALLEL TO RIDGE: LATERAL DIAPHRAGM LOADS BUILDING LEVEL WIND LOAD(plf) x LENGTH OF WINDWARD SIDE ROOF B CEILING 166plfx25=4,150# lot FLOOR(9'-0'H.WALILS) 149p1Fx23'=3,427# DIAPHRAGM SHEAR CAPACITY TOAL WIND LOAD 12 I LEGNTH OFISIDE(R) DIAPHRAGM TYPE ROOF B CEILING 4,150#12125'=B3p8 1 1st FLOOR 3,427# 12 123' = 75plf 1 SHEARWALL SHEAR CAIPACITY (sum of all walls and reofshear l% NII It sheathing) SHEARWALL TYPE 1st FLDOR(GARAGI=$ID)E) 83+751.18= 8780f 4 tat FLOOR SHEAR WALLIS 83+751.47=242p1f 3'. MWFRS WIND LOAD TABLE SCALE: NTS Project Vineyard House Southold, Long Island Southold, NY Architect j. taylor design group 1_LC iarchmoo = itecture +interiors 4111r� 40 Rogers Drive 411111 o New Rochelle, NY 10804 tel 914.636 8000 fax 914 931.8088 SHEET NOTES: 1. WIND LOADING PROVISIONS HAVE BEEN DESIGNED ACCORDING TO THE RESIDENTIAL CODE OF NEW YORK STATE 2001 AND THE N H WOOD FRAME CONSTRUCTION MANUAL (ANSI IAF&PA WFCM-2001) & STANDARD ENGINEERING PRACTICE. WFCM'S ENGINEERED DESIGN METHOD WAS USED TO DETERMINE WIND LOADING CRITERIA, 2. BUILDING WIND EXPOSURE CATEGORY: B MEAN ROOF HEIGHT: 28' 3. ALL FASTENERS, CLIPS, STRAPS, TIES & HOLDOWNS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSRTUCTIONS. 4. ALL MANUFACTURED LUMBER PRODUCTS: WOISTS, MANUFACTURED BEAMS, RIM JOIST ETC. SHALL BE INSTALLED WITH BLOCKING & BRACING IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 5. CONTRACTOR SHALL PROVIDE A CONTINUOUS PATH FOR ALL LOADS (GRAVITY, LATERAL & UPLIFT) SECURELY FASTENED TO CONCRETE FOUNDATION. 6. MISCELLANEOUS FASTENERS AND TIES MAY REQUIRED THAT HAVE NOT BEEN INDICATED IN THESE DRAWINGS. SUCH FASTENERS SHALL BE SPECIFIED IN ACCORDANCE WITH WFCM ENGINEERED OR PRECRIPTNE DESIGN AND THE MANUFACTURERS SPECIFICATIONS. CONSULTARCHITECT WITH CATALOG CUT SHEETS FOR FASTENERS AND TIES NOT INDICATED ON THESE DRAWINGS $rvojLc- b"O. dw k3 /7 issue date description 1 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature T yy'' il, , — Description: WIND LOADS, FASTENERS, TIES, STRAPS, ANCHORS & HOLDOWNS Scale: AS NOTED Drawing # MIN NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC M C -C D -D + I 08.0 E -E rel BASEMENT/ FOUNDATION PLAN SCALE: 114"=l' -O" 1 Project T 7• 1 rr vineyard house Southold, Long Island Southold, NY Architect j. taylor design group LLC �o w erchitacture + interiors 40 Rogers Drive o New Rochelle, NY 10804 tel 914 536.8000 fax 914 931.8088 SHEET NOTES: 1. U,O.N. CONC. FOUNDATION WALLS TO BE 10' THK 2. U.O.N. DOUBLE JOISTS BELOW PARALLEL PARTITIONS issue date description 1 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION Seal/Signature �EpED C NOAM N� r 9 029555 yOQ �OF NE`N Description: BASEMENT/ FOUNDATION CONSTRUCTION PLAN Scale. 1/410=11-011 Drawing # Ao2mOB NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC 9 2005 J. TAYLOR DESIGN GROUP LLC B -B — C_C D_D 2 9s.o E -E I i :SECOND FLOOR PLAN SCALE: 1/4"=1'-0" — =J Project T T° ir rr vineyard mouse Southold, Long Island Southold, NY Architect j. teylor design grOUP L.L_C-- •C3• architecture +interiors Igor o 40 Rogers Dnve o New Rochelle, NY 10804 tel 914.636.8000 fax 914.931.8088 SHEET NOTES: 1. U.O.N. INTERIOR PARTITIONS TO BE 412"THK 2. U.O.N. DOUBLE JOISTS BELOW PARALLEL PARTITIONS 3. DOOR & WINDOW HEADERS (UNLESS OTHERWISE NOTED): EXTERIOR WALLS & (2)1314 x 7114 LVL INTERIOR LOAD BEARING WALLS INTERIOR NON- (2)2x8 w/1/2"PLYWD SPACER LOADBEARING WALLS (USE SPACER TO EQUAL 3121 4. INSULATION TABLE LOCATION R -VALUE EXTERIOR WALLS R-15 COMMON GARAGE WALLS R-15 FLOORS OVE R BASEMENT R-19 FLOORS UNDER BEDROOMS R-30 ATTIC SPACE R38 CEILING OVER GARAGE R,--30 5 U.O.N. DOORS ON 1st FLOOR SHALL BE 8'-0' H. 6. U.O.N. DOORS ON SECOND FLOOR SHALL BE T.0" H. 7. U.O.N. TYP. JAMB OFFSET 4" 1 Issue date descrOption 1. 7/26/05 ISSUE FOR PRICING 2 9/1/05 ISSUE FOR CONSTRUCTION Seal/Siglnatpre �ERED ADAM TA 029555 COQ' PF NO - DeiiII;cripiion: SECOND FLOOR CONSTRUCTION PLAN Sc4le: 1/411;:11-011 DraWino # AO2mO2 NO USE, REPRODUCTION OR DISSEMINATIO14 MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN! CONSENT OF J. TAYLOR DESIGN GROUP 1 @2005 J. TAYLOR DESIGN GROUP LLC a C -C D_D 2 as.o1 I I I I I I I z I I � I r----- --------+--------- ------1-------i--r------------+--I------------ 7 --F i - - - - ----IT rill I i I i Iii I i i i i I i i lil I I I I I I LL I I W I I W uu I' 7(2)TXT 2 (HEADER] I I I I $ I I $ I I S I I Irl I' W W �COPPERPAN I I I o I I a I I o�i o I I o x I l I I I I N a I I e I I N O a I I a N I II I I I 'll I I I I I I I I V I I I I -__2x6 LEDGR GNWALC SLOW - ------DF(R) I 1(2)2x12 (HEADER) T O it -----LOAD BEARING WALL (BELOW) W —W — y'I 1 I (2)2 _ _ (HEADER) I I (2)2x12 HEADER I I (2)2 _ _ _ _ _ _ -- x12 (HEA (HEADER) x12 (HEA (2) 2 x 12 (HEADER) O w� Iw wl Iw wl Iw wl Iw �I �I kll IK I IK NI NK o �� xl VII I VI I a VI I� VI IVI I'I �I -I21HANG C_ -------------- iF_�_�_ N _F_} N � F }`� r -I yl 1 I K I I I a I I LAD BEARINGIWA41L (BELO ' I I N I II I o l l I I I I I I III I I I P I y l l I I I I I I III II I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I — I I I I I I I I I I 1314017/8 LVLRIDGE. - - - - - I 11 11 no IN DIM]D- e i i VV111114uuua RIWDVDIxI— � 'I I I li I I iCPPOLA I I a E ED I I I O N N W o d o N N c y Oyv I SLOPE ON I 2 x 10 RIR @16" O.C. (OVER) 11 � E -E I I I I I I I I I I I I I I I I I I I I I I 11716 LVL RIDGE 9 m W a J j I r j X SLOPE ON I 2x 10RR@16"D,D.(OVER) N�," z 6 0 0 I_ w e 2x10RR@16'0.C. E7 a I SLOPE ON �, N I IN75 I I I I I ROOF I ATTIC: DIAPHRAGM ASSEMBLY SHALL BE DIAPHRAGM TYPE 1 SEE 2IA12.02 OVER I I I I I 'I 6.1 -Fj-� COPPER PANT I I ' I a SLOPE ON 10 TRIMMER RAFfER1 I IG (TVP) �I 2x\ 10RR-� NI 3-71291 I PICTURE WINDOW (a7 2 x 10 TRIMMER RAFfERJ _ SCALE: POLA PLAN !CUP 1/411_11-011 `------------------------------ ------------ ---------- -- ------ I I I I I I j I I D -D 09.01 1 E -E 2x10RR@1610.C. 2 z 10 TRIMMER RN 2x�@76" O.C. SLOPE ON 2 x 10 TRIMMER RAF 2x 10 RR@16"0A I SLOPE ON.N Project Vineyard House Southold, Longlsland Southold, NY Architect j. teylor design group LLC =mm a. architecture + interiors =���0 40 Drive o New Rochelle,le, NY NY 10804 tel 914 636.8000 fax. 914 931.8088 SHEET NOTES: 2 09.0 issue date description 1 7/26/05 ISSUE FOR PRICING — — — — — A -A 2 9/1/05 ISSUE FOR CONSTRUCTION HANG t00F FRAMING i i VV111114uuua RIWDVDIxI— 2210 RR@76"O.C. 'I I I li I I iCPPOLA I I a I I I I o d o :OVE HANG c p I Z N w O I I I SLOPE DM I I I U U % C I I N ' 9 m W a J j I r j X SLOPE ON I 2x 10RR@16"D,D.(OVER) N�," z 6 0 0 I_ w e 2x10RR@16'0.C. E7 a I SLOPE ON �, N I IN75 I I I I I ROOF I ATTIC: DIAPHRAGM ASSEMBLY SHALL BE DIAPHRAGM TYPE 1 SEE 2IA12.02 OVER I I I I I 'I 6.1 -Fj-� COPPER PANT I I ' I a SLOPE ON 10 TRIMMER RAFfER1 I IG (TVP) �I 2x\ 10RR-� NI 3-71291 I PICTURE WINDOW (a7 2 x 10 TRIMMER RAFfERJ _ SCALE: POLA PLAN !CUP 1/411_11-011 `------------------------------ ------------ ---------- -- ------ I I I I I I j I I D -D 09.01 1 E -E 2x10RR@1610.C. 2 z 10 TRIMMER RN 2x�@76" O.C. SLOPE ON 2 x 10 TRIMMER RAF 2x 10 RR@16"0A I SLOPE ON.N Project Vineyard House Southold, Longlsland Southold, NY Architect j. teylor design group LLC =mm a. architecture + interiors =���0 40 Drive o New Rochelle,le, NY NY 10804 tel 914 636.8000 fax. 914 931.8088 SHEET NOTES: 2 09.0 issue date description 1 7/26/05 ISSUE FOR PRICING — — — — — A -A 2 9/1/05 ISSUE FOR CONSTRUCTION HANG t00F FRAMING i i 2210 RR@76"O.C. 'I I ;NG (TYP) li iCPPOLA I Seal/Signature IPaI16�1 De4crip#ion: ROOF CONSTRUCTION PLAN Scale: Drainring # A102.QR ROOF PLAN SCALE: 1/4"=V-0" NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEIREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC © 2005 J. TAYLOR DESIGN GROUP LLC Project C -C D -D 2 E -E Vineyard House °0.01 I BB' -0314" Southold, LoYlglsland 24'-9" STAIR & RAILING 24-.7" TO GRADE NIF) 36'-8112" 29114" 1 1'9112" I Southold, NY 11'-81/2" t0" 3'-7" 5'-003/4" 9'-10314° 11 1 11 5'-10314" 3'-2114" T-0" 6'-111/4" 2'-0" "5'-93/4' 'T-71/2" 10'-10114" Architect DN I OOW LOCATION 7'-0" HOL00 N BTAIRB RAILING 'W/'KITCHEN UT j. taylOr design group LLC 10"x- SQUARE COL. 10"x10"SQUARECOL. HOEDOWN TO GRADE (VIF) N YO •o • architecture +interiors HOLDOW ___ _____ H010A I------ --------------H010A = •o — LHEAOER--i �__— —� _ y ___ ___________ ______ _____ _______ H05A 30 2 P 3 52 GLID NG PATd DR. 305 LOCATION OF OUTDOOR ���� _______________________ __ r 8'-10• SHOWER ENCLOSURE 40 Rogers 0Ddve 804 3112"x9112"PS 1 3112'.9122'PSL HEADER 1 1 r��� w li li T.O. PORCH li 11 1 li DN -- -_ " o New Rochelle, NY 10804 1 Ig ELEV.-0'-0" 1 1 1 5 INDOW HEADS ELEV+T. Irf-_ tel 914.636 8000 114" EA DN (� fax 914.9318088 " SHEET NOTES: s TO RADEIMF) m COVERED PORCH z o - 6' ' OUTDO SHOWER ':' �' I I 1 1 1 I I I 1 GDOIfl(i PATtO6F�-- o I FOR 44 PENN HEADER II BLUESTONE�` _� L_� �_� �_� 1'�" 41 �� J FOR4'A"OPENIING ii yl 1. U,O.N. INTERIOR PARTITIONS TO BE412"THK ^ GREAT ROOM .3 —X9 _ WSH 4 .......... -- ---- ---- - -------+------ ------ ii - w CN 3 C 45 h li AHOLD WN 2. U.O.N. DOUBLE JOISTS BELOW PARALLEL PARTITIONS — _ IHDBA j I 5-0 5-013'-3114" 8'-5112' HOEDOWN w 1/2'X9�112'NPSL( ) --_J o o �__- • 36'k36' 3. < 18 O.C. I I HD70A — HOLDOWN I 3 1 3 7 HD&A� LIDINGPATIO DR,. -♦----r--- I[.Rowe + (SEE SECTI NB -B) I i HOLDOWN 1-0" HDBA n 2' 12'-0118" MASTER BEDROOM D MED CABS HEADER 6-0" WIC d - 4� 9'-1" d� N z 214" 1 I e. HALF WALL (4'-0" H.) 10"Wx18"H TILED BE ,SS ENCLOSURE 3'-53/4" 3'9" © 1}y SHOWER `° ° o o CESSED 9112"NI-2 a. SHOWER I I I I I I I I I I 1 c -c VAULTED CEILING (SEE 2nd FLOOR PLAN) 23'-0" SD �1�� No ------------------------------------------ ---------------- 1. ------------------ —�afll 1" n ---------------- I z ill � 3'-0' 13(4"x 112"LVL 8'1" 11� -- —49"— 6'-6 3/4" ✓ WIC m _ 4 w \ — _ 611 LOAOBEARIN I I 1 912"NI-20— c HALLWAY -I i" Q16" O.C. w C}N LIBRARY/ o CL. BEDROOM c 4 DN' HOLDO% n of HO BUTLER'S a 2R 8. 9" VIFf N tvlg I 1314"x912" LVL IF) HOL9Q .F V SI HD 12'-0118" MASTER BEDROOM D MED CABS HEADER 6-0" WIC d - 4� 9'-1" d� N z 214" 1 I e. HALF WALL (4'-0" H.) 10"Wx18"H TILED BE ,SS ENCLOSURE 3'-53/4" 3'9" © 1}y SHOWER `° ° o o CESSED 9112"NI-2 a. SHOWER I I I I I I I I I I 1 c -c VAULTED CEILING (SEE 2nd FLOOR PLAN) 23'-0" SD �1�� No ------------------------------------------ ---------------- 1. ------------------ —�afll 1" n ---------------- I z ill � 3'-0' 13(4"x 112"LVL 8'1" 11� -- —49"— 6'-6 3/4" ✓ WIC )AD BEARING WALL m _ (FLUSH) \ — _ 611 LOAOBEARIN I I 1 ti c HALLWAY -I i" 13'912' 1 C}N LIBRARY/ o CL. BEDROOM c -0 -m -&'� MUD DN' n of I BUTLER'S )AD BEARING WALL m _ (FLUSH) \ — _ 611 LOAOBEARIN I I 1 —I—.— —.-- ( RE d HALLWAY -I i" R90 1 C}N SEE U BE ION B B CL. w -0 -m -&'� MUD DN' n of I BUTLER'S AN 5 Y FL 1 9'-1" J W.C. 11 =1— III T.O. DECKING _--__ECFV_ 41----- _ COVE t HDSAOWN 31/2"x14" PSL ______________151 ___ ___ I 14'-0 314" D.W. SINK KITCHEN 22'-0" ISLAND o I z •L" llONEIN I y REF. 9'-1" E�vEI2-6" 91 yl T.O. STOOP I n 'ELEV.-0'-0"1 I 1 I I�I COL. 31/2'x9112" P_SL_ m _ LOCATION — _ L I I 1 —I—.— —.-- ( RE -1" 2 I R90 1 C}N SEE U BE ION B B CL. w -0 -m -&'� MUD DN' B'-0" m BUTLER'S UP 2R 8. 9" VIFf N tvlg I 1314"x912" LVL IF) .F V SI G) uP — i1FLUSH) li 1 = _I ^ — — — — — "' DNI I� IST � I$ I 1T-0' U to FOYERI =� �r—�, — — 1 314"x912' LVL (FLUSH) m 12'-10114" I @ COATS 2 =1— III T.O. DECKING _--__ECFV_ 41----- _ COVE t HDSAOWN 31/2"x14" PSL ______________151 ___ ___ I 14'-0 314" D.W. SINK KITCHEN 22'-0" ISLAND o I z •L" llONEIN I y REF. 9'-1" E�vEI2-6" 91 yl T.O. STOOP I n 'ELEV.-0'-0"1 I 1 I I�I COL. 31/2'x9112" P_SL_ m _ LOCATION — _ EXTERIOR WALLS 1314"x812" LVL (FLUSH) I COMMON GARAGE WALLS R-15 FLOORS OVE R BASEMENT R-19 R90 ATTIC SPACE (FLUSH)'," CEILING OVER GARAGE R-30 -0 -m -&'� MUD DN' BUTLER'S UP 2R 8. 9" VIFf N tvlg I PANTRY --5'S'— — I coo -- — 1 T 1 (1 N SIN II 1 = _I ^ — — — — — DNI 0'- 114 1T-0' �r—�, — — 1 314"x912' LVL (FLUSH) '- 5'-0' 4 PANTRY @ COATS J 9' 1„ I I I 1 1 I H Iie'_i 111-3" 92'NH20 oz HOEDOWN 11' 3" 1 1 HOEDOWN 16"O.C. I HDBA 11^ 1 HDBA - 1 d 1 1 1' 1 6'-91/2" 3'-8" - 5'-0112' g$ p yA 1 Fll�d •.m- �y ININ 11 o J PROVIDE 619"FIRE RATED Im L��il Q GWB ON GARAGE WALLS, - �lly CEILING & BEAMS PER CODE al I 2 o �rrr�r����j 0'- 1/2 dol I�j BUT NI -20 ®16" O.0 C � I 9112" -20 ®18" O,C, ct J CO�FEREO CLG l m I W WItEOVE LIGHTING PIRINIETER_— (SEE DETAIL 41Al2.01) 16'9 14" �-- - -J-- — -- — I ---- ------- 22'-0" I 26 2 26 2 26 2 26 2 3 11'-0" F---1 - 1 3'-11/2" 3'-1112" 3'-112" 4'-1112" HOLDOWN HD10A 312" IG STL. COL ON L J — POIRCHo 30X310X14"P.C. FTG I T.D. SLAB -� � EOKING 3 I ELEV.-1'-a"(VIF) 2nd FLOOR ABOVE I q I HOEDOWNi c a l a l HD5A i 9112" NI -20 @ 16" O.C. F I 9112' 1-20 (716" OC. ___ ____ __ ____ ____ __ x % �I _ _ HOLDOWN-I- 2. 1201 HD5A I 2'O n.P TYP 3112"' G STL. COON I GARAGE I 3 30 X 310X 14"P.0 FTG 1/4'.14'-1112" 9114" 1'-1114" 4"GARAGEISLAB 11 PITCH SLAB TO DOORS I I NOTE: I U.O.N. IST FLOOR WINDOW I I m HEAD HEIGHT@ ELEV. 8'4r 911Y NI -20 ®16" 0).C, Ej I 9112" 1-20 @ 18" O,C. N F 1st FLOOR: FLOORASSEMBLY SHALL DIAPHRAGM TYPE 1 SEE 2/Al2.02 I I I I I i 4 83/4" fi'-91/4. ______ e'-9114•_____ I4 DOOR & WINDOW HEADERS (UNLESS OTHERWISE NOTED): EXTERIOR WALLS & (2)13/4 x 7114 LVL INTERIOR LOAD BEARING WALLS INTERIOR NOW (2)2x6 W/112"PLYWD SPACER LOADBEARING WALLS (USE SPACER TO EQUAL 31/2") INSULATION TABLE LOCATION R -VALUE EXTERIOR WALLS R-15 COMMON GARAGE WALLS R-15 FLOORS OVE R BASEMENT R-19 FLOORS UNDER BEDROOMS R90 ATTIC SPACE R-38 CEILING OVER GARAGE R-30 5 U.O.N. DOORS ON tat FLOOR SHALL BE 8'-0" H. 6. U.O.N. DOORS ON SECOND FLOOR SHALL BE P4' H. 7. U.O.N. TYP. JAMB OFFSET 4" S -B 1 — — — A -A issue date description 1 7/26/05 ISSUE FOR PRICING 2. 9/1/05 ISSUE FOR CONSTRUCTION a Seal/Signature f4'i� n�i �=1 Description: FIRST FLOOR CONSTRUCTION PLAN Scale: 1/4 "=;1 '-011 Drawing # A02.01 FIRST FLOOR PLAN ,' NO USE, REPRODUCTION OR DISSEMINATION MAY BE MADE OF THIS DRAWING AND THE CONCEPTS SET FORTH HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF J. TAYLOR DESIGN GROUP LLC ©2005 J. TAYLOR DESIGN GROUP LLC