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HomeMy WebLinkAbout31489-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32095 THIS CERTIFIES that the building NEW DWELLING Date: 12/22/06 Location of Property: 1205 PT PLEASANT RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 114 Block 1 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 4, 2005 pursuant to which Building Permit No. 31489-Z dated OCTOBER 4, 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 COVERED REAR SCREEN PORCH & COVERED FRONT PORCHES AS APPLIED FOR. The certificate is issued to EDWARD & ADRIENNE SOLOMON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0104 11/14/06 ELECTRICAL CERTIFICATE NO. 2101191 10/19/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 12/21/06 MATTITUCK PLUMB.& HEATING uthorized Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 2 S 765-1802 APPLICATION FOR CERTIFICA'T'E OF OCCUPAN& This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 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. New Construction:_ Old or Pre-existing Building: (check one) Location of Property: i ans ?T,Pj&&Ln� Roo- ! Ma-WNd< House No. Street Hamlet Owner or Owners of Property: EAV.)OL•((�, SOI nmon Suffolk County Tax Map No 1000, SectionJ �I - Block 000 1 Lot rin Ll Subdivision I L �+�7Filed Map. Lot: Permit No. I Lf O-7 � Date of Permit. I '1105' Applicant: Pel I eel f it) t Health Dept. Approval: N0q. 4-, aaD(Q Underwriters Approval: Ce(+g 310119 1 Planning Board Approval: Request for: Temporary Certificate Ott Fee Submitted: $ (3 5— (9,14c. -))55? cc -Z73;615 Final Certificate: (check one) 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. 31489 Z Date OCTOBER 4, 2005 Permission is hereby granted to: ROBERT PELLEGRINI CUTCHOGUE,NY 11935 for DEMOLITION OF AN EXISTING DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR AND AMENDED. REPLACES BP#30032 at premises located at 1205 PT PLEASANT RD MATTITUCK County Tax Map No. 473889 Section 114 Block 0001 Lot No. 004 pursuant to application dated OCTOBER 4, 2005 and approved by the Building Inspector to expire on APRIL 4, 2007. Fee $ 4,038.95 Rev. 5/8/02 ORIGINAL rJ�rJ�rJ�rJ�rJ@J�cPrJ�rJ� rJ�rJ�rJ�rJ�rJ@PtPcPrlrJ'rJ�rJ�rJ�r�rJPJ'rJ'rJ@PrlrlcPrJ�rJ�rlAJ'rJ�rJ�cPcPr1� rJcPcP�rJ�rJ'rJ'�Pr�cPcPrJ@Pc1rJr�PcPrJ�rJ�rJ��.P 5D THE CCo 5 BY THIS CERTIFICATE OF COMPLIANCE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY c5 40 FULTON STREET — NEW YORK, NY 10038 55 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. EDWARD SOLOMON S 5 PO BOX 38 1205 PT PLEASANT RD GREENPORT, NY 11944-0038, MATTITUCK, NY 11952 C5 Located at 1205 PT PLEASANT RD MATTITUCK, NY 11952 c5 r5 Application Number: 2101191 Certificate Number: 21011915 5 5 5 Section: Block: Lot: Building Permit: , BDC: nsl1 3$q 5 5 c5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 19th Day of October, 2006. Name QTY Rate Rating Circuit Tvoe 5 5 5 5 Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide 5 5 5 5 Appliances and Accessories F.H.P. 5 5 Exhaust Fan 3 0 Dish Washer 1 0 1.2 KW �5 rj Furnace 1 0 Oil Crj 5 Pump Motor 1 0 1 H.P. C; 5 5 Oven 1 0 3.5 KW Air Conditioner 1 0 24.000 BTU 5 1 30.000 BTU 5 Air Conditioner 0 5S5 Air Conditioner 1 0 42.000 BTU Steam Unit/Sauna 1 0 7.5 KW 5 5 Wiring and Devices Outlet 109 0 Fixture 5 j Fixture 109 0 Incandescent 5 NJ Outlet 111 0 General Purpose 5 Receptacle 58 0 General Purpose seal Switch 82 0 General Purpose 5 55 Continued on Next Page 1 of 2NO Is C5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 D rJL3rL3 �clr�fC rJ � cPcPcPrJcPcPr�rlc (c!dPRINS 1111111 11 11 11 J�clrJ�rJ�rJrJ�rJrJrJrJrnrJ�rJrJrJ�rJ�rJ�r�rJrJrJr�rJc 112 PL J'@rff rJcPLPLPL m Imurei acPrJ�r�cPcPcPrJ acPr�rJ�rJ�rJ�rJ�rJ�rJcPrlarJr�cPrJ�rJ�rfrJ�rJ�rJ arJ arJ�rJ�cPcPr�r�cP�PcPcPrJ�rJ arJ�cPcPrJ�rJ�rJ�rJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 55 S5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by C� c� 5 JIM SAGE ELEC. INC. EDWARD SOLOMON c5 5 PO BOX 38 1205 PT PLEASANT RD 5 GREENPORT, NY 11944-0038, MATTITUCK, NY 11952 5 1205 PT PLEASANT RD MATTITUCK, NY 11952 5 Located at Application Number: 2101191 Certificate Number: 2101191 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Outside, 5 55 A inspection limited to devices and wiring to the extent detailed 5 5 visual of the premises electrical system, electrical herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 19th Day of October, 2006. 5 5 5 Name OTY Rate Rating Circuit Toe 1] Dimmers 4 0 5 5 Heat, Light, Vent 3 0 5 5 Paddle Fan 2 0 5 5 5 Receptacle 1 0 30 amp Dryer Disconnect 3 0 60 amp Air Conditioner 5 fj Receptacle 9 0 GFCI �r+j 5 Service 5 rj 1 Phase 3 W Service Rating 400 Amperes Service Disconnect: 2 200 cb Crj L� Meters: I 5 5 5 5 5seal 2 of 2 c5 �5 Pte.This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Cj 5 S o �LprPC�� Lsss Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: i a a 1 O (o Building Permit No. X14 M 7 -- Owner: �.C)PVAZQ SCS 6N10/!4 Please print) / Plumber: 0,4t u %n J t1 (Please print) Fax (631) 765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) .� sr Sworn to bef re me this day of 20 D(o DENISE KING Notary Public, Stets of New Yak on #01 KI6lMt757 Qualified In Suffolk County My Commission Expires Ma 15, JN &Q_ Notary Public, County -/o kw-lrans(--clew Mi �. Qlevi Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO. ... ...... 5.3 -5.L DATE:.MAY. 2.4.ti...2.0.01 ISSUED TO .._.iI?.ter S.cisnce..&e earch....Associates; -Iris: bri behalf f RO ERT JPELLFEVRINI uporazatnn Pursuant to the provisions of Chapter 615 of the Laws of. the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN' WATERS;',': and in accordance with the. Resolution of The Board adopted at a meeting held on –May ... 24=-•-2001 200..00 pa y . ...___:., and in consideration of the sum of $....... ...._._._......... td b Inter -Science_ Research.•,A,ssoicates,....Inc.........__ _..._ __.. .._..... ................. of —Southamp to ._...._._...._..._..... . ................. N. Y. and. subject to the Terms and c:on�'ttions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Welland Permit to remove existing residence and shed, rc-locale the cxisliny •.nater lower, construct new residence with accessory structures, install new :unitary system aed driveway. No site disturbance will occur closer than 75' from the wetland boundary. Slaked hayhales around the top of the bluff during construction. all in accordance with the detailed specifications as presented in .the originating application. IN WITNESS WHEREOF, Th by causes its Corporate Seal to be be subscribed by a majority of the U e said Board of Trustees here-. affixed, and. those presents to said Board as of this date. Trustees T>2:iHERG AFERIAT r Permit Examiner Town of Southold Building Department 53095 Route 25 Southold, New York, 119717 Re: Permit no.28109 Z t_� d 3� 3� Pv� 3d8 I Pellegrini Residence, Homepike Road, Mattituck To whom it may concern, Please find two copies of the revised Site Plan (B0.0) and Foundation Plan (B1.0) that are being substituted for the same two drawings that the building department now has as part of the original set of drawings for the above mentioned permit. In the as -built condition, the foundation wall is actually slightly further from the waterfront set backs. This change came about as result of value engineering. We have prepared the attached sketch, BDSK1, to illustrate the change from the original. The footprint of the as -built is shown in a solid line while the heavy dashed line indicates the original profile facing the water We have sealed the attachment. Please do not hesitate to contact this office if you have any further questions. Thank you in advance for all your attention in this matter. Sincerely yours Ot Paul Aferiat Stamberg Aferiat Architecture Cc: Anthony Tohill, Esq., Bob and Joyce Pellegrini 116 FTTH HIE NUE 6, 6.Y YORK NY 10011 121: ali al'7 F:R 0 ,. :'�,S' T E May 17, 2006 Southold Town Building Department Town Hall Annex Southold, NY 11971 U E L S & E L M A N Re: THE SOLOMON RESIDENCE 1205 Point Pleasant Road, Mattituck NY 11952 SUM # 1000-114-1-4 BP# 31489 I hereby certify the framing and strapping for the above referenced project, it meets the requirements of the code. We have been administering construction throughout, and personally witnessed their installation. Thank you, ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631)734-6405 FAX (631) 734-6407 r ITAMBERG AFERIAT ARCI ITCCTURF Ms. Pat Conklin Permit Examiner Town of Southold Building Department 53095 Route 25 Southold, New York, 11971 Re: Pellegrini Residence, Homepike Road, Mattituck " I r'R 2 g ?002 ° i l L--- eLp ,E2 FAX: 631765 9502 Dear Pat, This letter will confirm our conversation of this morning at which time we discussed the overall square footage of the proposed Pellegrini Residence. We have gone back and .looked at the space that is enclosed, We arrive at a overall footage of 5070 sf. and we have prepared the attached plan to illustrate how we arrived .at our number. As we discussed onthe phone, we did not count the 'areas that are covered: outdom',space. We. do riot believe that these constitute: habitable and livable space. They .serve as., a way for us to del Det water -away 'from: the door points of the house ..,Tlils� may be where the discrepancy between our numbers and your Initial caicu}ations occurred. We have sealed the attachment and this letter as you requested. Please do not hesitate to contact this office if you have any further questions. Thank you in advance for all your attention in this matter. incerely o urrgAf $ aul iat tamb t Architecture Cc: Anthony Tohill, Esq., Bob and Joyce Pellegrini Td Wd5,.S:£0 e00Z 9Z 'qad 6VTO SSZ ZTZ : 'ON BNOHd 'H98tl 1HINEI-H M99WH1S : WMIJ i I I� ..:pellegrini b0 plan.dgn Feb. 26, 2002 f2:Ot:04 e� i � wmrvu amr / 1 / 1 PREVIOUSLY 1 APPROVED, 1 NORTH EDGE i 1 LAYOUT ATj 1 BUILDING j (DASHED L NE) / 1 / 1 • / 1 / 1 1 / • 1 / 1 _ __NEW HOME PIKE ROAD 11 I RE _PLAN .o.. w. C7�>�A JI iC�L'7 LEY: rD 014- . PREVNXMY APPROVED &ALD410 EDGE PELLEGRINI RESIDENCE .uv.e..e An uAT VY(mPrw LURKED BUI DW LOCATION NTTH OVERLAY OF PREVIOUSLY APPROVED NORTH FOUOATION EDGE %M0 `Mlt r. BDSK1 .. r .. PA Stamberg Atedat Architeclure 128 Fifth Avenue, NY NY 10011 0. b TA48ERG AFERIAT - ftC .TFi.T'vS�E Permit Examiner Town of Southold Building Department �+ 53095 Route 25 p, 3 A1 Southold, New York, 11971^^30 0 3 �— Re: Permit no.28109-Z Pellegrini Residence, Homepike Road, Mattituck To whom it may concern, Please find two copies of the revised Site Plan (130.0) and Foundation Plan (131.0) that are being substituted for the same two drawings that the building department now has as part of the original set of drawings for the above mentioned permit. In the as -built condition, the foundation wall is actually slightly further from the waterfront set backs. This change came about as result of value engineering. We have prepared the attached sketch, BDSK1, to illustrate the change from the original. The footprint of the as -built is shown in a solid line while the heavy dashed line indicates the original profile facing the water We have sealed the attachment. Please do not hesitate to contact this office if you have any further questions. Thank you in advance for all your attention in this matter. Sincerely yours Ot Paul Aferiat Stamberg Aferiat Architecture Cc: Anthony Tohill, Esq., Bob and Joyce Pellegrini 1:6 FIFTH AYE NUE NFAYCRN NY 1CC11 a: 25 u'7 W11TQ f%®! .71" 1 /t /t / x 1 ux /1 ' 1 PREVIOUSLY ' 1 APPROVED, 1 NORTH EDGE i 1 LAYOUT AT' 1 BUILDING FOUNDATION, , (DASHED LINE) 1 ' 40 / 1 � I NE* HOME PIKE ROAD 1 / 9 ITE PLAN —. KEY: AFLR�9T/c c` 0141': PREVXXMY APPROVED euwDM EDGE PELLEGRINI RESIDENCE IYfIFPII[P WTTDICJ[MFFIf CURREM eU4DN0 IDOArM MIM OVERLAY OF PREVgUMY APPROVED NOM FOWMTION EDGE was m erM BDSK1 7. Stamberg AteRat Ard*o tore 128 Filth Avenue, NY NY 10011 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND[ ] 1 ULATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: a!f�(f O' DATE -Iy ,--O d INSPECTOR v 31W Z - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL lee S [ ] FIREPLACE & CHIMNEY [ ] FIRE /SAFETY INSPECTION REMARKS: - ,li /lo, ! mimAlW��� -� - z DATE � I � INSPECTOR �au-- , 1i F 7 7 z �o�AV SO(/4 TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 e� • [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL Ag, Q [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION Rl9UAQrc. /off'- Arm : w DATE INSPECTOR 31�5902":- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE OS Is" aG INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [wTIROUGHPLBG. [ ] FOSJNDATION 2ND [ ]INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6?4, 3 - LIiL'S DATE 09-1111,969 INSPECTOR 'v 31L+91 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [X] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- � n S Aa,� DATE J f — -L 6 s INSPECTOR 314,0 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [3 FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ %WP s r r A LL, _ i ] FIRE SAFETY INSPECTION DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ v . -`FOUNDATION IST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY sc lw»�� m DATE D� D8 03 INSPECTOR e M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY L 1 'Ion 765-1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE A CHIMNEY REMARKS: f_ - ] ROUGH PLBG. ] INSULATION ] FINAL a DATE /,� INSPECTOR r TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET L ( VILLAGE DIST. SUB. LOT FORMER OW44EP N. E ACR. lZpy� oR13Nie- f FA t,2 o S W TYPE OF BUILDING ZES. SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 70 o t- 3J17 fDToSiF Q7-YyC^^/N C/N,sScFn. f/'i'i1f�pE iC 700 Z/ ll AMU)( OA-' %o fAL20 PSDEi /a^: x)� 01'� -L1 Rimy) S-5-0 000 50L7 6 p. S 3/r 60� A E B L I OND I y B L O Q FARM Acre Value Per Acre Value rillable 1 Tillable 2 Tillable 3 f7s �KOQ�..'i�Lo o%`' Noodland swampland FRONTAGE ON WATER irushlond FRONTAGE ON ROAD 41 n' louse Plot DEPTH BULKHEAD 'otal DOCK 1/,,/_ I _ Ll TOWN OF OWW I %0I6LF P�tOPERTIf RECORD CARD 3.3 OWNER STREET 2 VILLAGE DIST. SUB. LOT i ` »C11_ jj' V FORMER O ER N : E ACR. Trt �Zpri aR�EfP" f. AL, S W TYPE OF BUILDING ZES. SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS /001) 7 fi 0 d Qv �7 y� /0..V / 7-1- 2 !% i NSaE /SIS F. /29 t7,pf .1.3117 fiDT'JS%F GML`MT G iAj47--Y�esg" 1 f 6f A aN !a S, fAL Z aN P a } n.L ` IPk 3/ ao AGE yo a B L I OND I y �_: e J �'t V v B L O Q 1 FARM Acre Value Per Acre Value tillable 1 Tillable 2 L illable 3 S7s g i f G o't Yoodland >wampland 3rushland FRONTAGE ON WATER FRONTAGE ON ROAD co 0eZIJ—�`YC�c� Vit" A 16 nr — -louse Plot DEPTH BULKHEAD 'otal DOCK Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson September 7, 2005 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Thomas Samuels Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 RE: EDWARD SOLOMON 1205 POINT PLEASANT RD., MATTITUCK SCTM#114-1-4 Dear Mr. Samuels: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The Southold Town Board of Trustees reviewed the site plan prepared by Thomas C. Samuels last dated August 23, 2005 and determined the proposed construction of a new residence on a pre-existing foundation and new sanitary system to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 25' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 97 and/or Chapter 37 of the Town Code. it is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims STAMBERG AFERIAT ARCHITECTURE Ms. Pat Conklin Permit Examiner Town of Southold Building Department 53095 Route 25 Southold, New York, 11971 Re: Pellegrini Residence, Homepike Road, Mattituck Dear Pat, FAX: 631 765 9502 This letter will confirm our conversation of this morning at which time we discussed the overall square footage of the proposed Pellegrini Residence. We have gone back and looked at the space that is enclosed. We arrive at a overall footage of 5070 sf. and we have prepared the attached plan to illustrate how we arrived at our number. As we discussed on the phone, we did not count the areas that are covered outdoor space. We do not believe that these constitute habitable and livable space. They serve as a way for us to defect water away from the door points of the house. This may be where the discrepancy between our numbers and your initial calculations occurred. We have sealed the attachment and this letter as you requested. Please do not hesitate to contact this office if you have any further questions. Thank you in advance for all your attention in this matter. Architecture Cc: Anthony Tohill, Esq., Bob and Joyce Pellegrini 126 RqH AVENUL NEWYORK NY 10011 P2122554173 E 212255.0149 `yjERtD „IY�� .V JL AFE/&/ < Q- oP A�. ha41" �Frj �o J ...:pellegrini btl planagn Feb. 26, 2002 12:01:04 s*. PELL GRRINI RESIDEN ¢f6lrtJcflpl PLAn uuNIEVEI _ _. B1.1 StmEaq �hNtNtlib c xY N'( 1.11 TOWN OF SOUTHOM . BUILDING DU. ARTMENT TOWN HALL SOUTHOLD, NY 11971 TELA 7654802 „y. SEP g 1 BUIIA1NO PERMIT APPLICATION,CHECKLIST Do 9ce have or need the following, Were apply ng ? 31` BoardofHeahh 9 sets ofBm7ding Plans�t stnvey Check # 3q(S Septic Fo>m � NMS.D.B.C. 2 Twate" Contact: Matt to: Phone: APPLICATION FOR BUILDING PERMIT. INSTRUCTIONS Dat- September 11 2001 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 issue= 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 aball be occupied or used in whole or in part for any purpose what^so-ever until a Cerdficate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Pe®it 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. Robert Pellegrini (Signatae of applicant or aeme, if a cotporsdon) c/o Inter -Science Research Associates, Inc. PO Box 1201, Southampton, NY 11969-1201 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Robert and Rita on the tax roll or If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Eugene Burger (#11 -146 -HI) Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: 1205 Pt. Pleasant Road (Home Pike Road) w ..� County Tax Map No. 1000 Section 114. Block 1 SubdivikonMap of Point Pleasant Piled Map (Name) *Ma*�t€T.tV}ClG r 4- 720 8.9.10 o/O 11 t. State existing use and occupancy of premises and intended use and occupancy of proposed canshuction a. Existing use andoeeupanay Single Family Residence b Intended use andoCCnpBncy Single Famil Residence 3. Nature of work (check which applicable): New Build+*+p X Addition Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost $475,000.00 Fee Blank check made payable to "Town of Southold" (to be paid on Ming this apphcation)enclosea. 4 Number of dwelling units on each floor only one story 5. If dwelling, number of dwelling units g structure(s) proposed If garage, number of cars existing gargae is approximately 41 x 20 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Not applicable Reger to site plan (irregular shape)_ 7. Dimensions of existing structures, if any: Fre Height Approx, 25' Number of Dimensions of same structure wit alterations or additions: Front Rear No applicable - existing residence to be demolished. Dem Height Number of Stories. Proposed structure will psess irregular sh tE S. Dimensions of entire new construction: Front Wear * Height Approx 19' Number of Stories 1 refer to site plan, 9. Size of lot Front Approx. 180' hear. Approxi 373' Depth Approx 4001. ,(2.17 acres) 10. Date of Purchase 4/99 Name of Former Owner Solange Falzone 11. Zone or use district in which premises are situated R= 12. Does proposed construction violate any zoning law, ordinance or regulation: No 13. Will lot be re -graded Will excess fill be removed from premises: I'M � s s ry Rita and Robert .4515 Stillwater Rd e� legrini Address Cutchog . NY Phone NO. 734-6346 14. Names of Owner of premised - NameOfAlChitectStambert-Aferiat Address 126 5th A,,- my PhoneNozL =s -.+,i3 Name of Contractor Burger Construction Address r„i-ainn„c my Phone No. 77d -sin withinl00feetofatidalwetland?*YES NO wetland Permits 1$. 1s this property x IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED Enclosed . 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. Enclosed 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS. COUNTY OF__—) Scott Dobr iner being duly sworn deposes and says that (s)he is the 2"&=31x agent (Name of individual signing contract) above named, (S)Helsthe Agent (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. .. M-441; Wi�,1 L- 11 WAN CkL sWA Vo 1w1�PIRO eP 'Kmwv ` 41 P°M�M �Or+Y111¢1 N°ulow sm111.a awoom."domw :. .. :Dmmm scar ws. v •o� a•�u r� .aus w :r0wo IMMIWWW"Cl, -AM= ll�pnlvlw ORM K e I r7r R i ru I 11 1 I 9 1 i X "U'IVI= u% -=1 IOUzi NVgd 31IS ror I :w \ ra i i rer nr \ r, -a `i 1 VAA A A v 72nl)z� x �4N K!Iwn —°L r' — —zz pip — —L, -°r Rza �xla raviox s s ,w Op,9l.£9 .00 7m � 2 °off' 10 rwIVY oS. q,�j(ytl)npg$Iltls � N►� 1W '(S)Nollo3dsKl 3-Ino3HOS Ol 11Y0 '3oNYnav NlsanoH 84 G60Z-Z88N,O"AnS S33tAa3S H,L,V3H d0 Ld3a AiNnOJ 3Hl A8 Q31:)3dSN► 38 an (9)3NIl a31VM c � ;b-nn'N 'w+ V, i IvAOaddv Ao 31v0 WOVA 1131 3 Hl 83211dX3 SNOONG38 0 /nrlwlxvW a0.i O3Aoaddv of 0 0 a'S'H 1�l 31vo 3,3N30183ii AIIMvj 319NIS V vog Noiznvmoo AO 1YAOaddV a0d llNvsd S3�IAa3�.'s:', .,. ;r +,?!• ;' 'anooalwAnS \I 30 30. � FOlINO FENCE 0.5,N. 0.5 E. coNc. NON. _c 3 S 83.1 3J 6 0 5 E n QQ �O 30 - 08f, jll L 464,Sr'I " AIL �M �A` f�C 40 98 , 8 V ^ >01 40 4 20— 7 2\ 22 -- , 240 \\ \� \\� \1\NFa .77� 24--- - -- — �- \ \ \ �� \ 40 SITE DATA SCTM # 1000-114-1-4 PROPERTY: 1205 POINT PLEASANT ROAD ADDRESS MATTITUCK, NY OWNER: EDWARD SOLOMON WYCKOFF,NJ SITE: 94, 798.97 SO. FT. = 2.176 ACRES ZONING: R-40 SURVEYOR: JOSEPH A. INGEGNO PO BOX 1931 RIVERHEAD, NY 11901 LICENSE # 49668 DATED 1111199, and as amended below JULY 12, 2000 LOCATED WETLAND FLAGS AUGUST 23, 2000 LOCATED TREES APRIL 2, 2001 ADDED PROPOSED HOUSE MAY 15, 2001 ADDED WATER LINES JANUARY 31, ADDED OFFSETS FROM PROP. HOUSE & EXIST. GARAGE TO ROAD 2_.z 26 28 9 6 100 FT. 5ETBA�I��FROM \'6, \ \ \ 7 0 \ �� s} 6" WETLANDS. PROVII7E�HAY '53 O .3 - 4 SILT FENCE PER TRUSTEES ay F RE%U�ATIONS �• \ `\\� \ \\ \ \ C��s 3, 6. 0. pOo N/ AR375 SY\ \ \ ^0 \ \ \ \ \ \ JiL, 29.$ \ \ \\ `\`\ 4 6h "c}I`,AL DA AL 1ta f V •� A -� 5.1 S \ V A OUTDOOR 3 s v v v\\ 1 1 /• ,�� 'e tlL AL / A V , A V A vN0 rmrl 1 lh ST SHONeR i/ 1 i 1 3— s 1 a62 A v V O�p \ ;0 5 30 5 ENCE 0.9'S. • 29-9 ljo V,�CgNT SITE PLAN SCALE: V =20'-0" CATr 2 29.5 �29 5 30.9 9 � y0� / 31.4 .31-5, .292 / 29.5 291 e. O O 41° Vol / E� 3 0O A� \ �c 01 M7R� ` \ ,e Or.. g-4 AL „ ./I / II 15--ll44"'' �\ � � E 11 11� / .270 1 1- 14 J 1 11 1NO / BASEMENT \/ 1 \ AOGE55 24.1cp A m N � N Q 271 29.2 r£ / rn I Li tae LOCATION MAP yt�G 1 zoo (4 0 t 0 L F BVt r°° Ti PROJECT NO: P' _♦10'9UN 0420 W Q' snnr. nr:ra• a�thrAn W DRAWN BY: " 494 Soo TCS L CHECKED BY: DATE: t9 4 •a°'A . vrf ,1!R `�- 1' A'�. . �,id'! , 9/23105, � � 4 P�.�1 Cie*". ' /.° t,l ' �: '; p� b`ab'u " SCALE: 1"='-0• o- PROJEOC2D T LO ATION y' p SHEET TITLE: v Y '� � �aYO•ry! I 1 . r. SITE PLAN rr, Si g Manitu°A gia* P�'�. - - Py aw SHEET NO.: S°undP w ,' w F—�0 10001t - e 2DM Ya°°°i rn° Y7C� ,yv '� TE FSI ,` WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPENING PROTECTION OF120 MPH 5-5EGOND WIND 6UST5 ( MAXIMUM MEAN ROOF HEIGHT: 351) SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: O < 4'0 WIDE SPAN 23/92" APA SPAN+RATE7 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND' OPENIN65 4") .A55EM5i_Y: A",TAGH'N6 STRUGTURAL PANEL FA5TEN TO BUILD'.N& rv/ x!Ox3' (wi WA.--4ERS) GALV:NIZED OR STAINLESS STEEL WOOD 5GREW a 16` O.G. ALTERNAT"-c FASTENER FOR 5HJ-7ER TO SJILDIN6 PIC TE- N.,15 ATTACHED TO BLDG. ✓"/ %10x1-1/2 ( 6V WAS- ERS) MACHINE BOLT 9 12" O.G SHUTTER ASSEMBLY -TIPLE SECTION A55EMBLY 1/4" THICK BOLT5 a 2 Or- IN G N T.S. FOR PANEL SPAN5: 4' OR WIDER SPAN 23!32" APA 5PAN-RATED 48/24 SHEATHING &RADE PLYWOOD (OVERLAP AROUND OPENIN65 4") 2x4 5TRON&-5AGK5 a 24" Or, A55EMBLY. 1) PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WA5HER5) &ALVINIZED OR 5TAINLES5 STEEL WOOD SCREW a 12" O.G. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING A/ %10x9° (W/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL WOOD SCREW a I(?" O.G. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: x10 TEE NUTS ATTACHED TO BLDG Al %10x1-1/2 (W/ WASHERS) MACHINE BOLT a 12" OG. WINDOWS - GLAZED OPENING PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF A57M E Iggb AND OF ASTM 1886. GONTRAGTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS, HEADER + SILL PLATE. PANE 5 TO BE MAINTAINED ON SITE. LABIEL LOCATIONS ON EACH PANEL 6A5LL= ROOFS 6N� SABLE ROOFS IO°< 0(45° PROVIDE ad COMMON NAILS 4 4' OG AT HI6H PRESSURE ZONE - 6" O.O. - ROOF - TTP HP ROOFS AT INTERIOR PORTIONS Or 10 << O ,Soo PROVIDE ad NAILS 4 4" O G. AT PERIMETER INTERIOR PORTIONS OF PAWLS IN H16H PRE55LRE ZONES NOTE , a - 4 FT IN ALL CASES COMPONENT AND CLADDING PRESSURE ZONES STRUGTURAL REVIEW BY STEVE MARESGA, PE NOTES185-07OE6E S MO 480K HIGHWAY, HAMPTON BAYS, NY I Ig46 SIMPSON LETA -.20 &ASE ROSE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY N VEIN OF STRAP�FCLAS Q SIFICATION DESIGN CRITERIA: ICE SHIELDUNDERLAYMENT SINGLE FAMILY RESIDENTIAL REQUIRED - 24" FROM EDGE DE516N IN ACCORDANCE WITH AMERICAN - FOREST PRODUCTS WOOD FRAME _ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE HEIGHT PRESCRIPTIVE METHOD ALTERNATE LIP USE of ALTERNATE CLIP USE 'I �� -O MAXI MUM GROUND 5NOW LOAD - 45 P5F. SIMPSON H5 FIR57 LEVEL - 40 PSF. L.L. LIVING AREAS - 40 P5F. L.L. BEDROOMS - 30 P5F. L.L. SIMPSON H2 HURRICANE CLIP NAILED. FROM WIND SPEED - 120 MPH FIRE AREA TYPICAL ALLL..RAPTER5 SEISMIC DESIGN CATEGORY - B s - bd NAILS EAGH END ----- RESI DENG r: 3,250 S.F. WEATHERING - SEVERE c AGGE�SORY BL' LD NG: FR05T LINE DEPTH - 36" APA RATED PLYWOOD TO EMEND TO TOP OF TOP --- --- -- ' PROVIDE bd COMMON NAILS 4 PLATI= O.G. AT TERMITE - MODERATE TO HEAVY EXITRIOR EDGE OF ALL SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT GONVENI IONAL LIGIHT FRAME WOOD ICE SHIE-D UNDERLAYMENT REQUIRED - YES GONSTRUGTI ON GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT 5HALL BE IN 13 SEWA6E DISPOSAL SYSTEM AND FRE5H WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING GORE, AND THE NIEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. ' CONSERVATION CODE, AND' LOCAL AUTHORITIES 14 THIS 5TRJCTJRE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 1-51 CONSERVATION CODE. TO OVER LAP BOX BEAM - TOP .t BOTTOM. 5, ALL LUMBER SHALL BE GRADE 5-AMPED DO'J6LA5 FIR- 15, ENGINEER TO BE NOTIFIED IN WRITING, OF ALL LARCH STRUGTURAL GRADE x2 OR BETTER CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADER:5 AND TRIMMERS AT ALL 16 ELECTRICAL AND MECHANICAL COMPONENTS TO BE DOABLE TOP STAIR AND FLOOR OPENINGS, P0575 AND PARALLEL DESIGNED AND 51-ECIFIED BY OTHERS - 2 x b sib" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING 1-1 ALL STRUCTURAL STEEL TO BE A5TM A56 WITH ONE 5TUD5 ' 5. BRIDGING TO BE PROVIDED FOR ALL -01575 ANI:; GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT, A-325 BOLTS, 3/4" DIAMETER. 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 6 ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER VERIFIED BY GON7RAGTOIR(5) PRIOR TO START OF AND OWNER. WRAP + NAIL STRAPCONSTRUCTION AND ORDERING OF MATERIALS. THIS AROUND SILL PLATE 4 - 8d NAILS • AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501E la. DO NOT BACKFILL AGAINST FOUNDATION WALLS BEARING CAPACITY OF TVNO (2) TSF AND GRADES UNTIL FLOOR SYSTEM, INSTALLATION IS COMPLETE. —SIMPSON M5T2'1 1 1/2' WIDE - 20 6ACr LE55 THAN 596. CONTRACTOR SHALL VERIFY THAT 20, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL METAL STRAP 448" OC. THESE CONDITIONS ARE MIET ALL FILL BENEATH AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR CONCRETE SLABS TO BE COMPACTED TO g5% NAIL SHEATHING To SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. ' 8d NAILS i 4" O.G. RELATIVE DENSITY. 7, ALL HEADERS 6.0 FT IN LEEN6TH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 2 5 -.REBAR 2 x 6 511-L PLATE SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER ON EACH LEVEL GF DNEL�IN6 AS REQUIRED BY AGO TREATED NEW YORK STATE BUILDIN6 GODS. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE SEE FOUNDATION DWS. MINIMUM OF 2-2x8 OR AS E5HOWN ON DRAWING. 22 ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO FOR DE516N 5/8" x 12" A.B. 448" OC. w/ FENDER WASHER. 8 PROVIDE FRESTOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT PENETRATIONS - NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE q PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 6 CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. AND DECKS ETC,.. 23 THE NYS CODES AL50 APPLY TO ACCESSORY IO. DO NOT SCALE DRAWIN65. STRUCTURE DESIGN. HOLD DOWN +SHEAR CONNECTION CRITICAL LOAD PATH 11 ARCHITECT NOR ENGINEER I5 NOT' RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD FOR THE INSPECTION OR SUPERVISION OF SHALL COMPLY NNYSBC CHAPTER #2304.q.6 THIS CONSTRUCTION PROJIEGT. FEDERAL, 57ATF AND LOCAL ZONING AND B71JILDIN6 CODE COMPLIANCE SHALL BE THE RE5POINSIBILI7Y OF THE , CONTRACTOR NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER 5HALL BE GRADE STAMPED 10, PLYWOOD SHEATHING TO BE NAILED WITH 8 d 0 4" DOUGLAS FIR -LARCH 5TRIUGTURAL GRADE Na. 2 OR o.G. EXTERIOR EDGES AND 6 d a 12" O.C. E PAPER ASSOCIATION BETTER. INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2, ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 3-8d (TOE NAILED) MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. RAFTER/TOP PLATE CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 5 ALL 5U5FLOORIN6 TO BE APA RATED 5TURD-I FLOOR, 12, ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE CEILING JOIST/PARALLEL RAFTER T-I6d (PAGE NAILED) EXPOSURE 1, 3/4" MIN, THICKNESS ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH' GALVANIZED HURRICANE TYPE CEILIN6 JOIST LAPS OVER PARTITION 9-16d (FACE NAILED) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR COLLAR TIE/RAFTER 2-8d (ea. end -I/4" strap) COLLAR TIE/RA T TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 2-8d (TOE NAILED) 4, ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER RIM BOARD/RAFTER 2-I6d (END NAILED) WITH DOUBLE UPRIGHTS, q' -O" AND OVER WITH CONNECTIONS. TOP PLATE/TOP PLATE 2-Ibd (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X5 OR A5 SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE 6EOR61A STUD/STUD 2-I6d (FACE NAILED) 5 SOLID BLOCKING SHALL BE PROVIDED FOR ALL J0I5T5 PACIFIC GPI SERIES WOOD -I -BEAMS AND LVL HEADERMEADER I6d (FACE NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED PRODUCTS OR EQUAL, ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) a 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR -1015T 2-Ibd (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB JOIST/SILL, TOP PLATE or 61RDER 4-8d (TOE NAILED) 6 DOUBLE FRAMING AROUND ALL OPENINGS (skylights, 5TIFFENER5 SHALL BFABOUIRED AT ALL LOAD AND BRIDGING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 5LOGKIN6/JOI5T 2-8d (TOE NAILED) LVL RIM JOIST SHALL REQUIRED FLOOR BLOCKING/51LL orTOP PLATE 3-I6d (TOE NAILED) T. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND EREE CTIO0NN OF EDGER SP/5EAM 3-16d (FACE NAILED) LTRI PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE A5 PER MANUFACTURERS J0I5T ON LED&ER/BEAM 3-8d (TOE NAILED) 3-Ibd (END NAILED) 8. ALL FLUSH OOCONNECTIONS SHALL BE FASTENED WD RECOMMENDATIONS. BAND JOIST/JOIST BAND JOIST/SILL or TOP PLATE 2-Ibd (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. PLYWOOD ROOF DECKING 8d ®4" O.G. ED6E8, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOL75 ® 12" O.G,. STRIP SHEATHING 8d (ONE/RAFTER) PLYWOOII WALL 8d ®4" O.G. EDGES, &&' O.G. FIELD q. N.NLINb SCHEDULE SHALL BE AS PER THE N.Y.S. - 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO -SHEATHING PLYWOOD SUBFLOOR DECKING 8d ®b" O.G. ED6E5, ®12" OC FIELD BUILDING CODE AS A MINIMUM ALL 2X6 STUDS FACILITATE CONSTRUCTION AND SHALL NOT BE SHALL RECEIVE 5 -IOD NAILS AT SILL AND PLATE CONSTR UED AS A CONTRACT BETWEEN BUILDER AND ALL EXTERIOR NAILS SHALL BE GALVANIZED. OWNER. PERMIT SET vy a Lj W now Z 'J Ti u0 2• r U) Hoy J � � I.. O W J*wziX, / t„ W 00 = Q�U'H gym: zwo QF-. rt[ M N h ED W 0. lr0�GSn OP PB Eff NO: 0420 UT CHECKED BY. TS. SHEET TREE: STRUCTURAL ` NOTES & DETAILS SHEET NO psi :K MIN vu -- 0 BASEMENT PLAN SCALE: 114" = 1'-0" s PERMIT Wig W .; ui y� W„u Z ZYx 1 v O2 W Fm �a rc i g r 4''t • i 'W•?u V1 t/!• fr 4"1' tr.j OJY;I 0420' AWN Y: TCS DATE:CHECKED BY: 9123lU5T 114"=1'-0•' SHEET TITLE: BASEMENT PLAN SHEET O: �s i T`> Yl Yj�y4 W,!k� t's T_2--- -- 9''S, - ----- ---- --- 211 --- -- 211 7? -II" 16 -10' I'-9— 9-1. 2_4'-p'' 9-9' I-�' ---- 6-4 Ip- 4'-5' 2'-0 II -0" 21 43' - ' p' 141_1• 75 i a, H"' 1 _ H' (I5 GON I ///����\�f�I1G LL HEIGH'i' . q 11 .ONE.. WALL M/ 121'- / \'�� AIDE BLUGiT0NE GAP. f A 1 5T PAVERS ON 4' TiIGiC RETE -- 9 REI w/6x6, 10/10 Wri.M.13 t pN — - r HB. I SG�EN AND - - - - ' AL GLASS PANELS a - , r s W - - li-- --- ----- ---- ' (5)-2xlO HDR. AT ROOF L v,- - - - ---- 1W915 LVL )�FOR. BETI"�N / 0re—+ W . ddd m! - - ------------- — N -- 12 I ' AGE Pim Lac TI -- -_--- - - - -� I a s r- - ? - - __1 TIES C7UE57 670 51 a A 128�r • — _ 16' a/G.. 7xH - - -- _ -8 - T--- -- - - --- --- _ ---- Room #3 I V-4" 2 M # Off► ---.-- --- ---------- --- yl_2" - 2-1 2-W o' „ 21-I0 ' in I `\ T I 111 f51 -2x6 Pas SrRAP,I'ED AJyI�� _-- -�' �---,-6 - �' AW GA il- - - _ - - r 12 . I w I _ 1 r I- - --- -- - �r _. IN J n _ I I �E V' I I 12 --I�.Y f- - - -y. - II q - - P ClowSLAB _ - -I 126 ___ 12 'j I n . r i�ORFORc� oo 600m -_--'_--p- - - AT 1r f I - 2'-O. ----_---- - __a -Im \ - -- - - -w/ - - --° SHELF role 'pTj Q jj '-0 I O n - - __ _ �RO4j�' I Ill NO v - ` I 3:[ ' WA TOP SLAB -- - I hlyh oiling I -- 2 -o�j II HB.I-�j ° �- HEAT TUBI IDE I • 10 14 — O O •'\ - - --- -- --I —,I - I WOOD FLOOR in --- -- - --- .. -- 2xl w -- —i— — — — — — —r — — _- — ._12 - -CHANGE IN CEILING 1 Lle�d 121 I I 4 II n -2xlo ' -2xlo In 105 W RI2060 -L\ L 0 103 rI M2000 0) 2xlO HDR � 120 GEST ` ' 4 412 tib' SLG' I O 6L4l' . I I O IF-- GASED EI7PENINfa 1 p log I" I 4 a i t v i iy -I 11 HALL ROOM °OD --------I 'F-'----- I H L „ • I - -- FL- M —TRAY CVILING 108 11 -LASED OPENING III ' - WOOD FLOOR IQ I I I IQ ----------- �I I 55Y OTHERS I }-. --�- �• __—_ - " I - - Z. -- - I I� � � Na• I TE vN I 1im BEDROOMo DEP. 9 ' a �/ F 11 1 _j high"fling �_IO. - - -. ivl L�{lQ6Y �� • -- 116 cy 1 i „ WOOD FL - WOOD FLOOR 1I - I C O I, 1 Oji O 3 12'-0' 14 5,-0• I IF I Q I YS o -- 2'-4• ' H 4 " 115 i fi YER _ ii �� - - — I (-(�� W. ---- S- 1---- --1 - I I ° 11 101 r ii d I56f� ° a r v --------- --- I - I 4x10 `\ I 4 DI O 7x6. J. I , (9)_ II 2x5 Ql . 16. O/G. Q Y / 106 208A -LVL „ QUILT -IN SHELVING 11 II BATH #I �•I- — jd �q / rn En• �� �. ry 11z \r i KITCHEN ' — P }�ZK.H — — -- — —` — — -- - - ` q- — - OUTSIDE _ _ O�\ !I l I - I GEDAR 16' Y PL9iFEGTIM IIl\ �,, ! 1 1 U O r 1 EXPOSM ON 500 II II BIN TZASH \\ \\, 'III �+' GJH III I GIW BUILDING PAPER ON 1 J_ 5/6' EXT. PLYWOOD II L'IAL5-1tl II \ { III 'Iii • m 1 SHEATHING ON 2X6 11 I EI HIGH CIENSITY BATT -Nei III ROLE -Aj IN5ULATON trti --- ---- --- i - u R� O j - -- - 1 - ----- --- 1 It II �' �' - - - - - (2)-7x10 HIM Kill 2x10 HDR. I It 1 L / - J --- -- 4/ \\\��1yy� I ---- \ --------- 1 11 �- tBLLESTOt� A 4' -- -� - - T - L - -`- - ' 1 GONG. SLAB REIN ®w/ Tibx6, ' / V 1 1 10/10 W.W.M. W FOUNDATION W000 RAILING. pq/y. A 1 !BELOW. iSEE SPEG'S 6LOSED RI \\ TRAY CEILING ! (5)-2x6 PosT STRAPPED AT `�. -� MAH06ANY VBI IN li TOP AND BOTTOM AND LASED ! Iam PTL FRAME IN WOOD. 1 IBBLOW. I !l II -1/6' ANTHONY _ FOrl EEAM. j \ '� \ -- - - Iln I W •xleYmg Tounpebklon wall i I i I ! y II I� � y I Ih I 1 I .I �� �, 1. ._2" I ._T.. \ t2° ! 5'_O" 5'_O" 4'-O" I I�_11. EQUAL_ -- GdJAL_-6� -.9-0 5-4._ 10 - / -_ - - . - - --16' _---'_'�-4"_� ! ]0�-0��- 5' -II° 5'-C7" 24'1 - — - — - 26''" FIRST FLOOR PLAN � (�2xH Milk HDR. SCALE: 1l4" = 1'-0" I LVL •-H/4•x 11-T/6" MIC,ROLAM OR EQUAL. PERMIT SE 4 'S' III NO: 0420 NN TCS 9123!05 1/4"=1• I ET TITLE: FLOOR PLAN J NO: 4 µ wz 0 �02 Mj 0 W x oC Z. U) W m Lu - 2 W•`8 U) U). MERED PROECT NO: 0420 RAWN BY:', i "M TCS HECKED BY: ATE: 9123/0 114"=1'-0" SHEET TiT LE: ROOF PLAN SHEET NO: 15 A 8 19000 ASPHALT POOPING SHINGLES ON 900 BL06. PAPER ON 5/4' PLYWOOD 9HEATHNG ON 2x6 ROOF RAFTERS AT 16' O/C. 9 a gLI�TONE TABLE. MASONRY CHIMNEY GLAD IN STONE. PROVIDE ALJ.. FLASHING AND COUNTETi FLASHING AS RECiJIRED. I `WAS TABLE.I5 OVM WDOO RAILING. SEE 9FEC5J BUILDING SECT101d8. SOUTH ELEVATION BOO* ASPHALT ROOFING - SCALE: 114•, = V-0" ON B00 E BLDG. PAPER ON 9/4' PLYWOOD DG. PAPER ON 4x10 BOOP E R#'TBl5 AT 16' O/C. (2700 MR. FOR LIVING ROOM ONLY). PROVIDE 6' WIDE ALUMINUM RAIN GUTTER ON Ix6 PRE -PRIMES FASCIA n/ Ix SOFFIT BOARD W CONTINUOUS LINEAR VENT. PROVIDE SOLID GROW BED MOULDING ON Ix6 P RIEM (BOARD. (TYPJ NORTH ELEVATION SCALE: 1/4" = V-0" 9 SHINGLES TO Be WOVEN IN Y9ROVIDE RIDGE VENT (TYPJ CBDAR GIVING ON IMP (S) -2x6 STRUCTURAL WOOD -MAHOGANY DECKING AND BLDG, PAPBR ON 1 CMNS CARD IN WOOD. WRAP TREADS ON PTL PRAMS PLYWOOD EIMATH ON OLU COLUMNS AT TOP AND BOTTOM. BELOW. 4x6 FRAMING AT 16' O/C frYPJ WRAM BATTING. D 10 RIDGE vENr RYPJ ICI lFsew—ft E±tw PROVIDE METAL FLASHING AT ALL ROOF/WV" CONNECTIONS. D 10 PROVIDE RIDGE VENT (TYPJ ml�I_io��I�t a��iieel_ie r±t.! .4S AW-�, , ENTRY PORCH PROVIDE CRICKET AS REWIRED KeRE ROOF MEETS MASONRY. u 41 WINDOW CASING. son oil ■■■ 101111111111111111 o■■ oll Q LOBAR SIDING w/ 9' +/- E)QAOSL%E ON 150 BLD6. PAPER ON 5/8" PLYWOOD SHEATHING ON 2x6 FRAMING AT 16' O/C. K/ R-21 HIGH DENSITY BATTING. (r(PJ PROVIDE H5RRICANE CLIPS AT ALL RAFTER/PLATE CONNECTIONS. 0 PERMIT k ED .y7 0 G. CT N 0420''. N TCS x i TITLE:', BUILDING ELEVATIONS SHEET NO: 5�� d IIYi V h L IiFj �a 06 Z • u s. e Z r 7 Y a r W• a •. M+ k ED .y7 0 G. CT N 0420''. N TCS x i TITLE:', BUILDING ELEVATIONS SHEET NO: 5�� . IIYi �a 06 Z • s. r M W - r W• y M+ k ED .y7 0 G. CT N 0420''. N TCS x i TITLE:', BUILDING ELEVATIONS SHEET NO: 5�� PROVIDE MEAL STEP FLASHING AT -- ALL. ALL. ROOPANAI. CONNECTIONS. 5/4x6 WINDOW CASING. hYPJ- SHINSLE5 FLAWED OVER Ix6 PRE: -PRIM® WATER TACILE. PROVIDE METAL STRAPS AT ALL RAFTER/ RIDGE CONNECTIONS. 50170 ASPHALT ROOFING SHINGLES - ON 500 BLDG. PAPER ON 5/4' PLYWOOD SHEATHING ON 2x10 ROOF RAPTERS AT 16' O/C. PROVIDE MJRRICVe CLIPS AT -- ALL RAFTER/ PLATE CONNECTIONS. PROVIDE W WIDE A VIINJM RAIN GUTTERS ON Ix6 PRE -PRIMED FASCIA W/ Ix SOFFIT BOARD W GONTINJOI15 LINEAR VENT. PROVIDE SOLID GROWN OW MOULDING ON Ix6 FRIEZE BOARD. (T1•PJ W4x6 WINDOW CA51N6 ELLCITOM PAVERS ON 4' THICK C0NCIIETE SLAB REINFOR= N/ 6x6, IOAO WYIM. TERRACE WALL GLM IN STONE. {.,MV I "L. L. V /'1 I IVI'M g SCALE: 1/4" = V-0" 12 1 pie WP166 WEST ELEVATION SCALE: 1/4" = V-0" BRONZE SCREENING IN REMOVABLE MAHOGANY PRAMES. MASONRY CHIMNEY GLAD IN STONE. PROVIDE ALL FLASHING AND COUNTER FLASHING AS REdJIRED. PROVIDE METAL STEP FLASHING AT ALL ROOF/WALL CONNECTIONS. (TYPJ GEDAR 51DINS W 5" +/- EXPOSURE ON 150 BLDG. PAPER ON 5/6" PLYWOOD SHEATHING ON 2xb FRAMING AT 16' O/G. N/ R-21 HIGH DENSITY BATTING. (IYPJ ._BLUESTONE TABLE. --- - - -- - - -- - - - -MASONRY CHIMNEY CLAD IN 5TONE. PROVIDE ALL FLASHING AND COUNTER FLASHING AS REQUIRED. OUTSIDE SHOMER ENCIA9AQE W VERTICAL Ix6 V-SROOVE CEDAR N/ LATTICE SCREEN AND CEDAR GAP. PROVIDE CRICKET AS REQUIRED WHERE ROOF MEETS MASONRY. — - - - - - - - . CEDAR SIDING, M/ 5" +/- EXPOSURE ON 190 BLDG. PAPER ON 5/b' PLYWOOD SHEATHING ON 2x6 FRAMING AT 16' O/G. N/ R-21 HIGH DENSITY BATTING. (TYPJ 0 0 PERMIT S W V Z W r C� i 'Z z 5O a 02 mi O W aJ 2• w a• a W -J m W•� s 2 W• q r Q F-• v y Cn• s 46 }6,yi0 B F ROJECT NO: E 0420 WN BY' RJB "TCS 9125105 IW = 1'-0" SHEET TITLE: EXTERIOR ELEVATIONS SHEET N : 17 7x6 CEILING JOISTS AT 16' ------ O/G. K/ Rab SATTIN6. 0000 ASPFIALT ROOFING SHINSLES ON - - 500 E OS. PAPER ON 5/4' PLYW000 DE0KIN6 ON 7x6 ROOF RAFTERS AT 16' O/G. PROfVIDE HURRICANE GLIPS AT ALL RAF I M PLATE CONNECTIONS. \\ O g� 4 ir CEDAR 51 INC ON 150 BLDG. PAPER oN 5/6' 6FIEATHING ON 7x6 NG T 16' OX. wAE-71 HIGH ITY TTINO. (TYPJ EXISTING '� '�-�sT• FLR.-_rte.: 1 MASTER BATH LINE OF STRUCTURE BEYOND \� `-GIiM16E IN CEILING \ --796 FRAME WALL AT 16' ON CCHTEI Y4/ R-11 BATTING. PROVIDE SOLID BLOCKING AT MID POINT IN MA". MA57ER BEDROOM WOOD PLOORItAN ON 5100 BLDG. FAFE! ON 5/4 PLYWOOD DEOKI4 ON 1-I/7' TJI FLOOR JOISTS AT 16' OX. W/ Rao BATTING. I(rYPJ -PROVIDE SOLID BLOCKING. --(5J-194'Stll76' LVL SIMPER w/ Ix6 M.T. AIBONE BA5EMENT EXISTING FOUNDATION WALL TO REMAIN- NIEK 4" THICK CONCRETE ISLA15 PMIW70RZW x/ 6x6 , IOAi0 AY1M.1 PROVIDE META- STRAPS AT ALL RAFTER/ RIDGE GONNEGTIOKS. PROVIDE 7x6 COLLAR TIES AT 46' O/G. 7x6 CEILING JOISTS AT 16' O/G. r✓ Ix6 V•6ROOVL' CEILING. 1 DIM. FOR THIS SOFFIT ONLY ADJUST FOR CONTINVA (9)-7x6 POST CASED N WOOD STRAPPED AT rOP AND BOTTOM DIMENSION FROM TOM OF ropes FRAME TO BOTTOM ROUGH PRL. PLYWOOD PANE- BELOW BAY NEN 7k7'xITHV, GONGRETE FOOTINGS REINFORCED rV M004 REBAK EACH WAY, W 17' SONOTIISE TO &RADE. W SI/4 (7) -II -T/6' LVL HEADER C31 -II -T/6" LVL HEADER 170ROH 51TTING ROOM WOOD FLOORINNG ON 500 BLO6. PAPER ON 5/4' PLYWOOD 0E0KINI6 ON 4-1/7" TJI FLOOR JOISTS AT I&' O/C. w/ M-50 BATTING. (TYPJ BASEMENT EXISTING FOUNDATION WALL TO REMAIN NEN 4' THICK GOWRV`M SLAB REINFORCED Al 6x6 , 10/10 WIYI.M. 1 B) RVL SCALE: 3118=1"O" ' EXISTING PO"ATION WALL TO W ALUMINUM RAIN SUTTER ON Ix6 PRE -PRIMED FASCIA, PROVIDE GONTINUOUS LINEAR SOFFIT VENT. PROVIDE BED MOULDING AND w -PRIM® Ixe PRIEM BOARD. BLUESTONE PAVERS ON 4" 00NGRETE REINFORCED n/ 6x6, 10/10 WY'LM. PERMIT ® 1 W Z W coQ W "Z zs ccQ m 6 0 x ap 2• t6 Q• :g a W _j. :3 UJ - N fn rn • fir. LL r 466 76 � yD4 EW P OJECT NO.: 0420 . PRAWN BY: RJB CHECKED BY: TCS DATE: 9123104' BGALE: 318" = 1'•0" SHEET TITLE: BUILDING, SECTION "A&B"' SHEET NO: FLOOR FRAMING A1,4 O,ADETAIL SCALE: 1" = V -0" 0) -I -3/4"x II -1/6" LVL w/(2) 1/2'x II" 5TL. PLT. 2x0 ROOF RAFTERS AT 16' O/C. - 2x0 CEILIN6 JOISTS b Ib" O/C. ----- w/ R-38 BATTING. PROVIDE HURRICANE C _IP5 AT ALL - RAFTER/ PLATE CONNECTIONS. TOP OE PLATE I ' PROVIDE 50LID BLOCKING AT MID ----- - POINT ALL BEARING WALLS. CEDAR SIDING ON 150 BLDG. PAPER ON 5/8" PLYWOOD SHEATHING ON 2x6 FRAMING AT 16" O/C. MA -21 H16H DENSITY BATTI1416.(TYPJ Y� FINISH GRADE na F3 WOOD FLOORING ON 900 BLD6. PAPER ON %" PLYWOOD DECKING 915" TJI FLOOR JOISTS* 16. O/C. w/ R-30 BATTING. (TYPJ 4" THICK CONC. SLAB REINFORCED K/ bxb, 10/10 W.WUM.. PROVIDE SAW CUTS AT 20 FT. INTERVALS. N DATI TYPICAL EXTERIOR WALL 05 REBAK SET 2' FROM TOP OF WALL 5/8'x18' ANCHOR DOLT 6 52" O.C. -BLUE GTOM PAVERS GET ON KIM BASE / `4' THICK CONCRBTB SLA15 RBINPORGOD \ w/ bxb, 10/10 AAM REBAR ---5/6'x12' ANCHOR BOLTS 6 52" O.G. ---PROVIDE MB REBAR b 52. O.C. VERTICAL -PROVIDE 04 WMAK 6 24' 0.0. HORIZONTAL 10' THICK GONG. WALL6 w/ RBINFORGMENT SHOWN ►N WALL CEDAR PERFECTIONS, EXPOSURE TO FLARE -ONTIN000S SOLID BED Ixb FKE•PRIMED AAT TERMI 2-M PROVIDE BEAM POCKET MADE OF 4'x6"xl6' SOLID OMU SLK. TO BEAR ON EX15T SHELF AND GROUTED TO WALL. (MP) CONC. WALL TO REMAIN La CASED LVL 61ROM . ABOVE. -2x4 FRAME WALL BASEMENT -WOOD STAIR HINGLE FLARE _ 6AE CELLAR II 110' THICK CON-. WALLS + II II I� C BU3ILD"ING SECTION m 4y 4 A mim ODETAIL WPI IR 'W �r •XPi: ''..',' '4a, .9%' r•1�`�r ,,. 4 r.� 2-M5 KEBAR 05 REBAK SET 2' FROM TOP OF WALL 5/6"x12' ANCHOR BOLT • 52" O.C. PROVIDB M5 RCBAR 6 52' O.G. VERTICAL — MWVIDB 04 RE9AR 6 24' O.G. HORIZONTAL 10" THICK CONC. WALLS w/ REINFORCMENT GHOWN NEW FOUNDATION 2x10 RIDGE BEAM. PROVIDE METAL. STRAPS AT EACH RAFTER TO RIDGE CONNECTION. PROVIDE 2x6 COLLAR TIES AT 45' BOOM ASPHALT ROOFING SHINGLES ON 900 BLDG. PAPER ON 3/4" PLYWOOD SHEATHING ON 2x6 ROOF FAFTERS AT 16' O/G. Y PROVIDE HURRICANE CLIPS AT ALL RAFTER/ PLATE CONNECTIONS. 6' ALUMINUM RAIN GUTTER ON Ix8 PRE -PRIMED FASCIA. - Ix SOFFIT BOARD. PROVIDE CONTINUOUS LINEAR VENT Ix8 FRIEZE BOARD w/ BED MOULDING __. -. -BRONM SCREENING IN REMOVABLE PANELS. STONE PAVERS ON 6' THICK CONCRETE SLAB REINFORCED w/ 05 REBAK AT 12" O/C. EACH WAY. PROVIDE 5' CONC. BETAMN TOP OF REBAK 4 TOP OF SLAB. PROVIDE RADIANT HEAT TUBING ON TOP OF SLAB BELOW PAVERS. PROVIDE THERMAL BREAK BETY0154 SLABS BLUESTONE PAVERS ON 4' THICK CONC. SLAB REINFORCED w/ 6x6, 10/10 W.W.M. -2" LOK FLOOR 22 GA. METAL DECKING 660 6ALV. FINISH. -EXIST. CONC. WALL TO REMAIN PROVIDE CLEAN SAND FILL COMPACTED TO A DENSITY OF 95%. L w _.PROVIDE TEMPORARY 2x45TUD WALL K/ SOLID BLOCKING AT MID F00tr IN WALL TO SUPPORT CONC. SLAB ABOVE FOR MIN. TWO PEEKS CURE TME PERMIT zu a J cn 06 2• H Q• �{ W J• � i > � Q F- • u Z N U7 �gtFREo. 0y' PROJECT NO.: p420 DRAWN BY: RJB CHECKED BY: DATE: 9123105 SCALE; 319" = 1'-0" SHEET TITLE: BUILDING SECTION SHEET NO: 9 PROVIDE RIDGE VENT (TYPJ- PROVIDE HURRICANE CLIPS. (rrPJ- EUILT-UP HEADER- — - -- PROVIDE PROVIDE L.G.G. FLASHING IN HELL BELOW WINDOW TO WRAP UP AND OVER WINDOW SILL. FLASHING TO BE INSTALLED OVER V PLYWOOD DEGKIN6 ON 2xE, FRAME. 6' ALUMINJM RAIN 6UTfER ON — Ix8 FRE -PRIMED FASCIA. WOOD FLOORING ON 900 BLD&. PAPER -- ON 5/4' PLYWOOD DECKINS ON al -1/2' TJI FLOOR J015T5 AT Ib' O/G. w/ R-50 BATTIN6. (IYPJ BWESTONE PAVERS ON 4' THICK -- --- SLAB REINFORCED w/6x6, 10/10 AY1.M. B' THICK CONCRETE WALL ON 8'x16" - HIDE FOOTING REINFORCED w/(9) 04 REBAR BELOW FRONT ENTRY. FOOTIN6 TO BEAR ON LN015TURBED EARTH. 0 91 F 2x4 / —2x6 DUMMY RAFTERS —42x8 ml 2x4 RIPPED OF CCIUM5. —2xb • 16' —SOFFIT BUILT DOWN FROM CEILIN& PAINN OPENIN& FINISH KITCHEN BEYOND BASEMENT - - - - - - - - - - - Z IN CEILING — TYPICAL WINDOW — AND DOOR CASINO. LIVING ROOM (9)-13'4'x1116" LVL 61RDER w/ 6)- 2xb PLATE ABOVE. GIRDER TO BEAR ON W STL. COLUMN BEYOND. PI{OVIDE BEAM POCKET MADE OF 4'x8'xlb' SOLID CMU SLK. TO BEAR ON EXIST SHELF AND &ROUTED TO WALL. (IYPJ WUDH3236 w DH3236 (9)-11Y4 AI %8 LVL 61RDER KI ()- 2xb PLATE ABOVE. 61ROM TO BEAR ON %' STL. COLUMN BEYOND. 4' CONCRETE SLAB REINFORCED K/ 6x6,10/10 W.W.M. P.l]TfOM OFJjEADDFB__h IN„„I 9-1/2' FLARE J _ IS lei F� IST FI SUSELFE _FINISH GRADE 1 � il� • -- PROVIDE (91- 2x6 LVL —F—FLAT PANEL w/ LATTICE STRIPS• �(5EE 9PEG'9J WOOD FLOOR ON 900 BLDG. PAPER i ON 9/4' PLYWOOD DECKING ON 9-1/2' TJI/ 4 FLOOR JOISTS AT Ib" O/G. w/ R -m BATTING. Ix8 WATER ANCHOR BOLTS NOT FILL TO TOP OF WALL —NEW 10' THICK GONW, WALL ON 10' THICK x 20' WIDE GONG FOOTING REINFORCED w/ (0)M 4 REBAR EXIST. CONC. WALL AND FOOTIN65 TO REMAIN. PERMIT ._ —_PROVIDE METAL STRAP` ST Z ALL RAFTER/ RIDGE CONNEGIONS. W _._--- ---- (2)-2WO ROOF RAFTERS TO WyL SANDWICH 2x8 TIE. L 2x8 CEILING JOIST AT 16"0/G. V w/ 9-96 BATTING. 9000 ASPHALT ROOFING SHIN6LE9 ON SO* BLDG. PAPER ON 9/4' PLYWOOD SHEATHING ON 2x10 1 ROOF FAFTERS AT 16' O/C. W 2 Fm ___ —_ PROVIDE NJRRICANE GLIP5 AT tna• ALL RAFTER/ PLATE CCNNECTION5 W J• AS PER CODE. a Nu.- PROVIDE (2J -2x6 KNOTCHED IN AT END N f/1 OF RAFTER TAIL BEHIND FASCIA TO e� FOLLOW AROUND BACK TO ROOF. _ T(2E OF ypP PROJECT NO.: 0420 DRAWN BY: a,l,s — V. ALUMINUM RAIN (SUTTER. ON DATE: 9123100 SCALE: Ix8 PRE -PRIMED FASCIA. 318" = V.0" BOTTOM OFJjEAD SHEET TITLE: BUILDIN0 .1, SECTION — CONTINUOUS LINEAR SOFFIT VENT SHEET NO: .BED MOULDING ON Ix6 PRE -PRIMED P.l]TfOM OFJjEADDFB__h IN„„I 9-1/2' FLARE J _ IS lei F� IST FI SUSELFE _FINISH GRADE 1 � il� • -- PROVIDE (91- 2x6 LVL —F—FLAT PANEL w/ LATTICE STRIPS• �(5EE 9PEG'9J WOOD FLOOR ON 900 BLDG. PAPER i ON 9/4' PLYWOOD DECKING ON 9-1/2' TJI/ 4 FLOOR JOISTS AT Ib" O/G. w/ R -m BATTING. Ix8 WATER ANCHOR BOLTS NOT FILL TO TOP OF WALL —NEW 10' THICK GONW, WALL ON 10' THICK x 20' WIDE GONG FOOTING REINFORCED w/ (0)M 4 REBAR EXIST. CONC. WALL AND FOOTIN65 TO REMAIN. PERMIT W Z W WyL L V 1 W 2 Fm a8 2:• tna• J 2. W J• m W - a Nu.- N f/1 +�t9Y r° wcy r_ e� ypP PROJECT NO.: 0420 DRAWN BY: a,l,s CHECKED BY: DATE: 9123100 SCALE: 318" = V.0" SHEET TITLE: BUILDIN0 .1, SECTION "'D.s SHEET NO: r 6" ALUMINUM RAIN GUTTER ON— - Ixb PRE -PRIMED FASCIA. CEDAR 51DIN6 ON 150 BLDG. PAPEF ON 5/6' PLYWOOD 5HEATHIN6 ON 2x6 PRA4I146 AT 16' O/G. n/R-21 H16H DENSITY BATTING. (TYPJ Y HOPPER. WINDOW w/ 6ALV.-_— WINDOW WELL NEW 10' THICK GONG WALL ON -- 10"x20' WIDE GONG. FOOTING REINORCED A/(S)N4 REBARL (TYPJ METAL STRAPS AT NNECTION. IN6LE5 4" a AT :TIONS N VENT 'RIMED PAPER ON 5. =MAIN. PROVIDE �P. PERMIT 7 i 9 W Z W G Fn W z a J i 5 ca Z. ¢¢¢ J �• gx W J• 8L 2 Uj UJ U) . ED M 6' 81,�G�^a� aw FJR OJECT NO.: 0420 DRAr,N BY: RJB CHECKED BY:� DATE: 9123/03 SCALE: 318"- SHEET 18"=SHEET TITLE: BUILDING SECTION oo SHEET NO: r; 11 �w, PROVIDE RIDGE VENT (TTPJ- 0000 ASPHALT ROOPINS SHINGLES ON 900 BLDG. PAPER ON 5/4' PLYWOOD DE ING ON 7xb ROOF RAFTERS AT 160 0/0. PROVIDE WRRICANE CLIPS AT - ALL RAFTER/ PLATE CONFECTIONS AS PER CODE. B -IPJ' DIA. STIML C0LLMN ON LONG. POOTINS EELOK 7k7'XI' THICK CONC. FOOTING REINFORCED N/ M-04 REBAR EACH WAY. Inc me 7x17 RIDGE SEAM. PROVIDE METAL STRAPS AT EACH RAFTER TO RIDGE CONFECTION. . MASONRY CHIMNEY CLAD IN STONE. PROVIDE ALL FLASHING AND COUFITOi FLASHING AS REWIRED. 7xb CEILING JOIST AT Ib° OK.. W R -0b BATTING. 900M ASPHALT ROOFING SHINGLES / ON SOM BLDG. PAPER ON 5/4" PLYWOOD 9HEATHIN6 ON 7x10 ROOF RAPM446 AT Ib" O/G. R-60 BATTING. PROVIDE HURRICANE CLIPS AT ALL RAPPER/ PLATE CONNECTIONS AS PER CODE. Tc"F WALUMINJIM MAIN SUTTER ON Ixb PRE -PRIMED FASCIA. BOTTOM OF-HEAD)�-.--dL �// I - - - - BOTTOM OF_liE� i I I In I I b -- - o l (Y II _ O I f1-4 J L-3 -- — BA5EMENT - 5-117° DIA STEEL GOLUMM ON CONE. FOOTING SELOK / \�--- ---- FFjN 10' THICK CON,. WALL ON \ x WIDE CONC. F'OOTIt RE REIFIOROR G® wY9NH4 REBAR TYPJ `- - -- -- - ----- --- _ - - - ---- _ --- 7k7'XI' THICK CON,. FOOTING REINFORCED K/ (5)44 RESAR EACH WAY. -- - - _--- . _ - - - - - - - - -- - - - -- --- - PROVIDE FOOTING TO EXTEND I FT. BEYOND PERIMEfHi OF FIRE PLACE PEDISTAL. I FT. THIGK AND REINFORCED K/ NO,4 RE5M AT I FT. Of,. EACH WAY PERMIT W z ui w+ z V I! 02 miG mi 2 .r Z. NLwLI Q• w a mow• u �1ig 2 w U) y - ySrRED AgEhi ��4 r Oma. � �rG Fra w PROJECT NO.: 0420 DRAWN BY: FtJB CHECKED BY: TCS DATE: 9123105 SCALE: aro^ = V-0" SHEET TITLE: BUILDING SECTION 1711 SHEET NO: 1�2 6' ALUMIMM RAIN &JrrM ON �. �i ►� �i CEDAR SIDINS ON 150 5_06. PAPER f4 4 ON "' PLY1011000 "ATHINO ON Y� .� -f tINAMPtAAAAl i:t1. B -IPJ' DIA. STIML C0LLMN ON LONG. POOTINS EELOK 7k7'XI' THICK CONC. FOOTING REINFORCED N/ M-04 REBAR EACH WAY. Inc me 7x17 RIDGE SEAM. PROVIDE METAL STRAPS AT EACH RAFTER TO RIDGE CONFECTION. . MASONRY CHIMNEY CLAD IN STONE. PROVIDE ALL FLASHING AND COUFITOi FLASHING AS REWIRED. 7xb CEILING JOIST AT Ib° OK.. W R -0b BATTING. 900M ASPHALT ROOFING SHINGLES / ON SOM BLDG. PAPER ON 5/4" PLYWOOD 9HEATHIN6 ON 7x10 ROOF RAPM446 AT Ib" O/G. R-60 BATTING. PROVIDE HURRICANE CLIPS AT ALL RAPPER/ PLATE CONNECTIONS AS PER CODE. Tc"F WALUMINJIM MAIN SUTTER ON Ixb PRE -PRIMED FASCIA. BOTTOM OF-HEAD)�-.--dL �// I - - - - BOTTOM OF_liE� i I I In I I b -- - o l (Y II _ O I f1-4 J L-3 -- — BA5EMENT - 5-117° DIA STEEL GOLUMM ON CONE. FOOTING SELOK / \�--- ---- FFjN 10' THICK CON,. WALL ON \ x WIDE CONC. F'OOTIt RE REIFIOROR G® wY9NH4 REBAR TYPJ `- - -- -- - ----- --- _ - - - ---- _ --- 7k7'XI' THICK CON,. FOOTING REINFORCED K/ (5)44 RESAR EACH WAY. -- - - _--- . _ - - - - - - - - -- - - - -- --- - PROVIDE FOOTING TO EXTEND I FT. BEYOND PERIMEfHi OF FIRE PLACE PEDISTAL. I FT. THIGK AND REINFORCED K/ NO,4 RE5M AT I FT. Of,. EACH WAY PERMIT W z ui w+ z V I! 02 miG mi 2 .r Z. NLwLI Q• w a mow• u �1ig 2 w U) y - ySrRED AgEhi ��4 r Oma. � �rG Fra w PROJECT NO.: 0420 DRAWN BY: FtJB CHECKED BY: TCS DATE: 9123105 SCALE: aro^ = V-0" SHEET TITLE: BUILDING SECTION 1711 SHEET NO: 1�2 0 MASTER BATH 112' = 1'-0" MASTER BATH TOILET ROOM 112' = 1' NORTH( ) NORTH 05 F;ffillims 5ATH #1 11,=1.0. NORTH (9 NORTH 13 e l MASTER BATH 112' = 1'-0" MASTER BATH TOILET ROOM 112' = 1' NORTH( ) NORTH 05 F;ffillims 5ATH #1 11,=1.0. NORTH (9 NORTH 13 EAT O SOUTH 11 CHS 1 � 4 NORTH 17 k4•11111110K WEST SOUTH O F] EAST 18 BATH #2 112'= 1'-0" [-,lei I I ■' WEST O WEST 20 f, r{ a;rN { r 4 W uj cn W z 02 a. W J �• WJ•IQ ��� mW•.:�' 2 LU Q F-• u� -ROJECT NO: fn N I: G iP 0420 JRAWN Rio ;HF=CKED BY: Tcs 9123/05 112•• = 1••0•' JHhtf INTERIOR,' ELEVATIONS 511ttl NO: 13 l EAT O SOUTH 11 CHS 1 � 4 NORTH 17 k4•11111110K WEST SOUTH O F] EAST 18 BATH #2 112'= 1'-0" [-,lei I I ■' WEST O WEST 20 f, r{ a;rN { r 4 W uj cn W z 02 a. W J �• WJ•IQ ��� mW•.:�' 2 LU Q F-• u� -ROJECT NO: fn N I: G iP 0420 JRAWN Rio ;HF=CKED BY: Tcs 9123/05 112•• = 1••0•' JHhtf INTERIOR,' ELEVATIONS 511ttl NO: 13 FIREPLACE WALL MASTER BEDROOM 1/2'= V-0" FIREPLACE WALL @ LIVING ROOM 1/2'= 1'-0" i ( ) 21 SOUTH 22 EAST W U Z W W wZ Z p� YI W i Wf Z. N a• � " W J' =)W•11 11 �W•< ate• �5 N N• sten ggCy'r cl M �RUJbCT NO: JRAWN BY: Y 0 a2 RJID,, TCS 9123/05. 112• = 1'-0" MPT TITLE: INTERIOR ELEVATIONS 14 ELECTRICAL LEGEND (p DUPLEX RECEPTACLE OUTLET 220V RECEPTACLE OUTLET QUADRAPLEX REGEPTAGLE OUTLET Q+ HALF HOT RECEPTACLE OUTLET Qw WATER PROOF RECEPTACLE OUTLET Q-' GROUND FAULT INTERRUPTOR OUTLET WI HIGH HAT FIXTURE L %L{ H16H HAT FIXTURE LOA VOLTA6E DIRECTIONAL H16H HAT — 1 SURFACE MOUNTED CEILING FIXTURE \ 9 SURFACE MOUNTED WALL FIXTURE i \ SJRFAGE MOUNTED SPOT LIbHT swlrcH DOOR SWITCH / SWITCH DIMMER / / / DN ®�, TELEPHONE / – __ ` — — — — — ` ` — — — — / =TV' TELEV151ON SMOKE DETEGTOR / _ _ _ I- X MOUNTED G SURFACE EILIN6 FAN SC/ / r — \ =F SU AC= `•OLWEP FLORESCENT F'dX!LRE .1NDER CAWNET MOUYRED FiO1Z5GENT FIXPJRE =T 5URFACE MOUNTED 06HMN6 TRACK / / -,- EXTRIOR ^ALL. MOUNTED FLOOD LI6HT / / I I 1 / / L- — — — — — — — — — — — — — — — — — — EXHM5T FAN TERRACE I 11 `%�GUEST LlI ROOM #5 O I -- 00 / I ------------- ---- ---- ---- ---- GUE5T LOI �(FLOO ---R OIlT7.Ei. VERIFY I. I I # / I --------_---- ------------- ---- / I \ / CATION w/ ARCHITECT.Room ROOM I I L I I I / \ / LIVING ROOM / — I 1 STD n BATH / -- - - - _ - - ` - - - - I I I Lw� / - - "� - �` / / \ III 1 /CHANGE IN CEILING \ \ _ _ [ \ Sro i PH 'ROOM #2 ------------ \1 61JE5T I I 1 I \\0 L�C 11 MASTER O O i I / � —t -�- -- FLOOR ourL.Er. wE1eIPr\ I I \ u 1 I I LOGATION W ARIGHITEGT.\ BEDROOM 11 n o.n �� — ��� _ \ / I I — HALL I I [PH i ------ — O A iDel— \ / / \ / i i HALL — —' / / //O�jO / wooD FLGOR AUNDWI �0 I I I \\ I �\ \ HEAT ------------- oaTORw7F 0TION 00 I u — II `ice / I I-------------------� ____________ J BUILT-IN9MLVIN6 PORCH — KITCHEN / ;------------------ � / I II MA TER-Br4TRASH ��l > / / II y1[ II BIN L COVERED PORGI-I, , _ — — I j C ' / / '� aw I m+ 1I II �FA, HEAT i ii \ FLALK-1 11NI 11 �J II // II OO I / ------------ --------------- -- -- -- I W SVD \ - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - G / - _ \ �_- - - TO LANDSCAPE LIGHTING 1- - �- �- / 5ECURITY H/MOTION / DETECTOR / E ECTRICAL I IA" = 1'A" LAYOUT PERMIT W W ce z V x ad z LLA -J. C aSaS@S mW•9 QF. 8 V1 U)• ,SaRED Ak T StS� PROJECT NO: 0420 DRAWN • RJB TC$ 9/23105 oll SHEET TITLE: ELECTRICAL LAYOUT SHE NO: 15 4" G.I. F FOUNDATION WALL 3" FRESH AIR VENT I I I I I I �— 3" VENT THRU ROOF I I 2" VENT 1-1/2" VENT 1------- I I I I I I I i I I I I I j 1 I I I I I I I Y I I I I I rr—n I I I 4" WASTE LINE PLUMBING RISER DIAGRAM NTS 3" WASTE I I I 1 I I I 3" VENT THRU ROOF I I I I I I I I I I 3" WASTE 2" WASTE LINE 2" WA5TE LINE 3" WASTE I I I I I I I I I I �— 5" VENT THRU ROOF I I I I 1 L 1-1/2" VENT 1-1/2" VENT ` IL - I I I I 1 I I I I I I I I I I I I I I I I i I I I C3 I I I I I I I I I �I I _ I 3" WA5TE PERMIT W 2" VENT WW Z 2" VENT -----_ t!a ui w Z .Q -- 0 J O 4 L ad Z• UJ Q• J �• � G �w•g�� ry�� -1/2" VENT y W• RO y0 PROjECT NO: • 0420 RJ8 K90 BY: TCS 8!23!05 M.T.S. SHEET TIME: PLUMBING RISER DIAGRAM SHEET NO: '16 3" WASTE 2" WASTE LINE 2" WA5TE LINE 3" WASTE I I I I I I I I I I �— 5" VENT THRU ROOF I I I I 1 L 1-1/2" VENT 1-1/2" VENT ` IL - I I I I 1 I I I I I I I I I I I I I I I I i I I I C3 I I I I I I I I I �I I _ I 3" WA5TE PERMIT W WW Z �1 t!a ui w Z .Q 0 J O 4 L ad Z• UJ Q• J �• � G �w•g�� ry�� Qom. y W• RO y0 PROjECT NO: • 0420 RJ8 K90 BY: TCS 8!23!05 M.T.S. SHEET TIME: PLUMBING RISER DIAGRAM SHEET NO: '16 1 1 U Vi O MATTITUCK CREEK EXISTING (NO WORK) 4r «,J TIE LMETE pG,ARK - b' HIGH ..,". ARY „ - _ — - -F'r>B --'�tfee _ tree A'. i a _ .'.. NO BOUND _ ___a-------s-tom TIOAI- WERMI E�ESEARC'''_-gee __ ^w 12 Tl ° \ '4t - EXISTING KO WORK) \� 'o- "_+ra ' S _ �6 _ +! \ 9 9 .a f _ _ n _ � t T:I• �: Y;'y _____ � - 9 tL ew q � f / / AIN '4' kr J/✓1 A� ' Y / ',,/ ,/ B g' - e 2A\ tr A� .2A iC M1"4'�f! '',\ A IN TJ E /\ IN 911, 176`te i ,t, v A d 1 A' 1 N I . If rr10 mT „ tre , tfi t N FL ,T EXISTING GARAGE '!A TO REMAIN / it t /' ee ° 11 / Ire tree2i `,if DRAWING LIST r So 0 SITE PLAN, DEMO SITE PLAN, SOUTH ELEVATION, PLUMBING RISER DIAGRAM sic CONSTRUCTION PLAN LOWER LEVEL B1.1 CONSTRUCTION PLAN MAIN LEVEL MATTITUCK GREEK F B12 CONSTRUCTION PLAN PARTIAL ROOF Bt 3 CONSTRUCTION PLAN ROOF B1 4 GUEST WING PLAN, POWER AND TELEPHONE, _ w Y' SECTION ELEVATION, ELEVATIONS —H _ - ✓ r ✓ d B20 LOWER LEVEL REFLECTED (LING ONE ONG PLAN POWER AND TELEPHONE TIEL AY. /���� HIGHWATER MARK B21 D � ROpRy I (Y n '� •" Y MNLEVEL REFLECTEDI PLAN. POWER ANDTELEPHONE P TIDALWESEJ`BGHi— -T � B31 ELEVATIONS SOUTH AND NORTH pS , - CE-„an[� / '$NER.gGIEN1$,y—�,YR.�= 1 @ B32 ELEVATIONS EAST AND WEST Cqo”-ATB' T e't�3\~` B33 SECTION ELEVATIONS 83,4 SECTION ELEVATIONS / /�/',-i'�� `t,y"`�^.�.=- r�li Y t i'- ♦ �•-,1 I '� \ B35 DETAILS, WALL TYPES B36 FIREPLACE DETAILS -3S10 O1 FP0 AAY �ryE � - n — ,.I\ FIRST FLOOR FRAMINGAND FOUNDATION Y PLAN, LOWOW ROOF FRAMING PLAN. HIGH '75a ND I ROOF FRAMING PUN " \ KEY OF SYMBOLS — ---- — /s PROVIDE OPENINGS FOR /4 V ji jl T ..,., YI`�.1 �p DOOR NO EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF B PARnnONTVPE �_ N.Y. STATE BUILDING CODE. WINDOW NO j F \ I\ 0'-0•,$, ELEVATION HEIGHT KEY PROVIDE ANTI -SCALD AND/OR / i rrv. ' ^ Y ° / J THERMAL SHOCK PREVENTING I INDICATES DESIRED ALIGNMENT q OF FINISHED SURFACES e; I DEVICES AS TO PART. 902.6(K) —+�— oalvewAv u S ' y „ 111 STATE BUILDING CODE. CENTERLINE PLUMBING0 DETAIL DESIGNATION i L AMPuumsmOIMAM / e^ iVAIWERLINESNEED 000- -- -. DRAWING SHEET NUMBER 1 �� � .x°'d / .F: )• TESTING BEFORECOVERING SECTION/ELEVATION NUMBER If copper tubing Is used 0 DRAWING SHEET NUMBER r - for water distributing system; Piping shall be Of types K or L only COLUMN CENTERLINE (' UNDERWRITERS CERTIFICATE �5 "G'• V REQUIRED �- -> MEASURE FROM CENTERLINE SII 0 LIGHTING PLUMBER CERTIFICATION ON LEAD CONTENTBEFORE REMOVE \�, / QJ "• CERT/FICATE OF OCCUPANCY " SOLDER USED IN WATER SUPPLY SYSTEM CANNOT SUMMARY OF TOTAL THERMAL RATING � EXCEED 2/10 of I% LEAD. —" - – --- -- --- — _-HOME PIKE ROAD �� IF THE TOTAL THERMAL RATING IS ZERO (0) DO NOT J np 4DCEED WITH �I,' OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING ENVELOPE 4 COMPLIES WITH THE ENERGY CODE, FRAMING UNTIL SURVEY AREA U -VALUE THERMAL TABLE RATING USED OF FOUNDATION LOCATION' WHOM ASNOM A RNO 3050 033 47 &3 HAS BEEN APPROVED.J ill �y ,7 1405 033 21 6-3 f0 B. NET WALLS �/.n - �,� 2951 052 291 6-1 PROVIDE SMOKE -DETECTING NMI BUILDING DEPART N C GLAZING �^bW GI WINDOW 1331 32 -224 &1 N 765.1007 S AM TO I PM R THN WINDOW ALARM DEVICES FOLLOWING INSPECTIONS: SKYLIGHTS 251 46 -125 6-1 AS TO PART. 721.1 1L FOUNDATION • TWO REQUIRED of FLOORS 4454 033 66 6-3 y - i2�, �Y� / pP g tr ° - t N.T.S BDiLDiNG CODE. RPOUNEDCQNCRETE D BASEMENT/CELLAR WALLS FE ee k" DEMOLITION SITE PLAN 2 WALL PERIMETER _ FEET v , a ! ROUGH • FRAMING iPLUMBING - '� INSULATION EXPOSURE ABOVE GRADE SCALE 1/40•=1'-0" CFINAL CONSTRUCTION MUST WALL UVALUE OCUANCOR _ DEPTH OF WALL U -VALUE INCHES NIA =1 I I r' i I Qv\moo✓/' J /, ' ". r' I/�-y/I . s a ! P`� 2 Ono ° 6 Fh,4-a �d Y e ne m b\ dr it t Y B" 4 b 8 'fvk {-B„ Tree e nPl pU`o 101' Piro - ? 5 Y rGx' A, Pln 11 '• ° � 06 i 0 u e n l,cq a N -10 0 tree yBee e p p / Ina 01 I ee I \l`JlX//f ,n Q�1 TrPe P - � "HIO ATE6 WALL e \ ee ne BE COMPLETE FOR C.O. BELOW GRADE USE IS UNLAWFUL TNIA REQUIREMENTS OF THE N.Y. D3 Sue INSULATION WITHOUT CERTIFICATE - STATE CONSTRUCTION 5 ENERGY E INFILTRATION CONTROL SOFT WA OF OCCUPANCY CODES. NOT RESPONSIBLE FOR CONDITIONED FLOOR AREA DESIGN OR CONSTRUCTION ERRORS F SOUTH FACADE GLAZING SOUTHGLASSROTAL GLASS _ PERCENT SOUTH ELEVATION SCALE 1I6'=1'-0" ci4,\ n°qr eq°r 1 H©HIE PIKE ROAD j I e —T --- I .e. —En -1 —___FF__ ---U�.. „-- z -f I 1 , 1 I �I u. „� I, 21 u. 21 p,•�r „21 I , 21 °,�I I u . w„r yjj k5F AI l R I r>=PI / W I I 7 N K,�SITE PLAN 3 PLUMBING RISER DIAGRAM MAIN LEVEL FIN FLR =DATUM O'-0”=300 PELLEGRINI RESIDENCE HOME PIKE ROAD MATT_IT_UCK CREEK __ iBUILDING DEPT. I T7 1— I nXe —y. 1 E 'SITE PLAN, SITE DEMO PLAN, SOUTH ELEVATION, PLUMBING RISER DIAGRAM Job N I Data Rule i 0rexmg Na � 0220,02 AS NOTED R O.OFI � IOrewn GTeckeE 'i Appmvetl B e QPo ' i N. TC Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 4 Rl STORAGE -$1-10'-3° 19'-g' 1 LOWER LEVEL CONSTRUCTION PLAN \ \ � A ' l 1g'73/1' M4CHANIC AL \ n . STORAGE ------------------- / R N Lei CEDAR CLOSET STORAGEI dl -10'-8• 34•-312" n v V \ \ STORAGiE \ v ,I i O OI 2i �1 SII STORAGE i I _ �____--___ _________ __ ____--- _.________ _______ \ 1 \ I II 71,11N 3B�q 1124r -'-----I 1 STORAGE STORAGE I , 4'5118" BATH (3) 3�. \ 10" 9'-4" 113'13313" / \ \ / 7 v \ 1 \ 1 1 1 , \ 1 1 \ \ 1 MAIN LEVEL FIN FLR. = DATUM 0'-U'= 30.0 - PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDNG DEPT. CONSTRUCTION PLAN LOWER LEVEL ,bb Na D.k SW IDrawvlgw 02.04.02 1!4"=1'-0" Drawn C .kC A,..d B1.0 NJH N. Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 ,1 h, i v \ 1 \ 1 1 1 , \ 1 1 \ \ 1 MAIN LEVEL FIN FLR. = DATUM 0'-U'= 30.0 - PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDNG DEPT. CONSTRUCTION PLAN LOWER LEVEL ,bb Na D.k SW IDrawvlgw 02.04.02 1!4"=1'-0" Drawn C .kC A,..d B1.0 NJH N. Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 r,- / Cie h m T, 15' / \ ------ -- __y 25'10,19• / 4 �s 1W, •:' , 6 �a v s v 5' MASTER BEDROOM (1) I tr � j � / / / I _- , 6'-23/8"_.-a._..��. -- 3I SIM �Jyl a4'4�'1 vA • SCREENED PORCH PLANTER 'I 111 F+-111 vvv v _ OWO t4 __ ii SIC c 4 Vv Ab �.A / / / / I 11 11 A _ M I l i T vvv / PIANO ALCOVE i iii—LRIflEPLAD6 DINING ROOM ��II MUSIC A�COVE II II lil ML TER _AT �O_OM 1- f1 I 1 DRESSING ChO, n \\ / LIVING ROOM/ T II II Da / a 11 1111 \\ II WALK-IN CLO. '�Iyq AI,0"0,- 111111 \\ C 111M III Y] C ISIM r 6„ O 1T no 1 11151\ 9'-0 13 I 832 �n 6 Ya.Y4I w } � `° v •h h111 W D Sim. ;v.• +pax i tY :r - - a, 1 \ I 5' ..ti of - vvxv za "A sld" � _ ili _ .210" __� ti 150 1 z]'-2" v �zLE GALLERY 1 UD R�fvA./- `vv .. BEDROOM) v�' �/ // / ��� 1 (1 -� �,t--LAUNDRY s sya�, vv v v' vI , *{}' $ 3 , 15\ rt =yFk/t n r •v1,-, GYM (2) (5vv ivvl _ _ II4�$ p �y v . SVA \ Y - VAVI, IIS\ ��. II ------------------ — ' — — 1 ---- ea 111 11 \ V 0 1�;N�1a r., ;,,;,, ` \\\ + S1 \\ I•--- - 11 '--,r =,i - ___ - - }- - - - -' II Oii , I _ � La D SIM 2 GAL ERS'/HALL 2 DN- ty,1�— \ � r I I \ I ❑, I I I I 1 E<✓� Y I I 1 � 1—_�—__— 0'�" / / B3.5 � I I I 1� e \ — c u Irnrrlrr- - p II III III III nli I_"__ ,I, y',i t 5'"S`Xt _ _ l`\ 3'0• 1' 1al q.>•+,,� I - LIBRARY - II- - / - - - - -- - ---' - gu �•Ir 5rt ' Y4 + y {. - -UA f 2'10" _ 5 4" \ \i\ --_--. 0' ____ 6-11]/B_J \ I I I I � I I / /�___ t 4 VEID (_ JI _- — KITCHEN �^' PANTRY_ - e. AIR- REF-�_- N L'.1\\\O.B' LECTING :POOL \ i— 'E r C --- -- - r-1$ -Ir ___ fir'—- __ DESK BOOKS AWARDS \ `_____ _ II - _H- _ _ aF _ _ il___�, \ {ur SHELVES DISPLAY SHELVES -2 IB" II I GF EEII I li U Aii " )" - ---- —-----------— --- ---- ----r zS'-aT� 5 n I Y" ! J1 / /'/ MAIN LEVEL FIN. FLR = DATUM O'-0" - 30.0 COURTYARD ,U PELLEGRINI RESIDENCE •"J k / r / --- - ---- - - -- - - -- — --- --- n � HOME PIKE ROAD MATTITUCK CREEK \L !BUILDING DEPT. �•LfT .I iI r�t.!C•Y! CONSTRUCTION PLAN (MAIN LEVEL `aoS No loela s�elo--�Orewine No -- — —i 31, ftEPLECFlNG \\ \\\ 022002 I 1/4'-1'-0" I POOL; :l 2 / `\ Drewn — '_ TC .--- -- - - B1. 1 Ilneokoa IAppmvatl I y M�\ "1 f Y i rod P a I� NJH AIN LEVEL \ \ CONSTRUCTION PLAN \ p ro/o Pin ec - ----' -- --------- -----..._� SYSle_ Stamberg Ateriat Architecture 126 Fifth Avenue, NY NY 10011 T, —r— hA}es"I", ,' lr ,. i ., LIVING ROOM / ♦� EPDM 1 I% DINING ROOM ROOF /I I 1 II r I \\ I \ l_ \ KITCHEN \ \ of \ ',' o\n" ''BITL.ODPIfyq \ RD �.—SKYLIGHT ,: '.-\L //D IT y T MLC COPING , i L Air; 1' f 1 ��Y ltli 1 ��'"r 1,"3 9 =•, w'/ �, AV _. l .yr I 7 / I - 4p . AD m 0 A g 1 J � , _–_ __ ____ __________ __–__. TI X1 1 Psc' g1, ___ _– \ ] � - V' I IT I r n d I x I \ b W. ✓ Q4.. l C. A Ill �, � � �� /Y� ----- 1 LIVING ROOM / O I DINING ROOM 0 A g 1 J � , _–_ __ ____ __________ __–__. TI X1 1 Psc' g1, ___ _– \ ] � - V' I IT I r n d I x I \ b W. ✓ Q4.. l C. A Ill �, � � �� /Y� ----- ON _________________________________ I I I I I I I 1 I\ �I I I /I I 1 II r I \\ I \ l_ \ KITCHEN \ \ \ ',' o\n" ''BITL.ODPIfyq \ RD �.—SKYLIGHT ,: '.-\L //D y T <—'-..EPDM � \X rr� - - G' L COURTYARD yyi W - . H"1' PARTIAL ROOF CONSTRUCTION PLM 1 r ON _________________________________ I I I I I I I 1 I\ �I I I /I I 1 II r I \\ I \ l_ \ KITCHEN \ \ \ \ \ \ \ EPDM L \\ ROOF" \ \ t i ( ) IRD RD \ \ \ \ \ \ / MTL GOPMIG I I I qV0/ RD I I I l �2 I _LI Fl ITSEA� I MTAL I OF RiTTT I i � I II I I I I J rl i ITI lI I I I I I I I ) I r -- -- --- MTL COPING <----EPDM ROOF — --a ' \ RD Ff \ \ ,P. DN- --hT-L__-- _ _ GREENHOUSE SKYLIGHT m' n or h: MTL COPING \ I I I I I MAIN LEVEL FIN, FLA = DATUM 0'-O" = 30 0 PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK_C_RE_E_K BUILDING DEPT_ CONSTRUCTION PLAN PARTIAL ROOF Job No Deb Scala Drewln0 Na 022002 1/4_1 0"—_ Dr.wn �b.i,..d A.....d NJH Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 11 P •# 1.1 6 O _ ,-- HW J fC — a r+ „` "---__--_— o it r I pISKFRNpPpV 00 a / / 8 Y' ' 1 :; p 1011 P i D p e / 1 MTL COPING 1 I Y I It YvxY RC Rye t � I 1 rao STONECOPING 2 P' !' 2 ,, II -' 1 \ `\ MTL COPING / 1 pp ST ALR SEA 1 � M ALR,OF 1 r _____ ___ -- -- � i AL I � ISH{M KE EPDM F 1 I IF� E I ROOF �.=EP M OF p 5�,q�g� __ __-_-_- RO PtSot PJ METAL O MTL.COPING _ BD RD OPENTO w rVrrF� a, x W - _____________________1 _ 1 SEAM ROOF OPE TO N / I I BELOW, 1 I Av ANDINGSEROOFAM UI. x v41 t BEIOWO P SLOP f 8(� PE's 'OOW� OZi1'!'N\y I COURTYARD i J I rJ 1��F�ItWill m) r , g i4 'Es'eSTI � \ - IIOr li t4 14I h 4 1 'r.y E 5 � 1w 1 I 11 ♦ \it r ".u! I ' 8 I M. n ,Tt KY.`r t - \ 1i r 3x ly tiwl.yn� I MTL COPING I 1 A' v P t rJ• fi n f t�lR tiAl `PA'S Dp5 aY iV p ➢ t .• i . 1 r Att P' _ w F Y I FOUNTAINGRAVEL r ! z r ' - -!-1-F-f.-I- COPING -, 11! �cl4�GT7ni49 I —STONE COPING ------------ ---------- -----------�-----_- I 1 V i C, \ RD r A --EPOM ROOF - -" i STONE COPING --MTL COPING (�E %�Q�tiFV v, at, F M TS 00Fj _ If Y < 1y t k } k O O r� r w 1i d 8. �'Ird O N (v� ✓ �,� *c T 1 O rr 9 /'_'� (, I1 '� 1 I� J 12 ire g ✓ y� 1 5 ��✓� If 10 � ,, � Y i � \ \ � v S MAIN LEVEL FIN FLR =DATUM 0'-0" = 30 0 PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDING DEPT. CONSTRUCTION PLAN ROOF Jab No 0ete 19cNa �0rnwng No 02 20.02 1 /S 7 "0" @ewn Chocked Approvetl B1.3 NJH Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 . _ -------------------------------- ----- 18'-7112"-- -- I .TT /----\WFRT WINO SECTION ELEVATION LOOKING EAST PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDING DEPT. WEST WING PLAN, POWER AND I ELEVATIONS I Oefe 8.1. 1 _ o,e to a � /----\WFRT WINO SECTION ELEVATION LOOKING EAST PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDING DEPT. WEST WING PLAN, POWER AND TELEPHONE, SECTION ELEVATION, ELEVATIONS Jot No Oefe 8.1. 1 onwing No o,e to a � Bl A NJH C Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 ELECTRICAL KEY Q I LIGHT FIXTURE ® CEILING BREAK EXHAUST FAN OI� PHONE'JACK 'L Q W WALL PHONE Fol FLOOR LIGHT NEW DUPLEX OEXISTING LIGHTGROUND �OFI OUTLET REMOVE AND /OP RELOCATE 01C MEDICINE CABINET OUTLET Le� EXISTING LIGHT EXISTINGSWITCH WATERPROOF OUTLET - S SWITCH APPLIANCE OUTLET DIMMER SWITCH 0 NEW DUPLEX ABOVE COUNTER THREE-WAY SWITCH ® FLOOR OUTLET FAN SWITCH NEW OUADRUPLEX OUTLET MOMENTARY WINDOW OPERATOR SWITCH4 CABLE JACK S SHADE CONTROL SWITCH STEREO SPEAKER SH SMOOKE HOOD SWITCH sPICR r%` ELECTRIC GARAGE DOOR SWITCH � STEREO COMMAND LIG Fla Fib F2 F3 F4 FS Fe F7 FB F9 F1D F11. F12 F13 F14 (:)Sb SMOKE DETECTOR O THERMOSTAT ® BUZZER EXHAUST FAN ELECTRICAL PANEL B"DEL VGYPSUM BOARD CEILING I1I / A , I i \ \ r \ / i \ / / r \ / \ ` r r / -, N 5< R LEVEL REFLECTED CEILING PLAN aP ,r - om PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDNG DEPT. LOWER LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE Job No, I R.I. 02.0402 1 1J4`=1'-0 Drew NJH B2.0 Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 ELECTRICAL KEY - I LIGHT FIXTURE CEILING BREAK R L� 01 PHONEJACK r 1_J QW WALL PHONE i Do FLOOR UGHF Gp NEW DUPLEX OEXISTING LIGHT, 0GF GROUND OUTLET Iy �' REMOVE AND; OR RELOCATE MEDICINE CABINET OUTLET EXISTING LIGHT Qb C EXISTING SWITCH WP 0WATERPROOF OUTLET S SWITCH APPLIANCE OUTLET s 1- NEW DUPLEX ABOVE COUNTER M i DIMMER SWITCH' 0 r M` THREE-WAY SWITCH ® FLOOR OUTLET K k\\ FAN SWITCH NEW QUADRUPLE%OUTLET MOMENTARY WINDOW OPERATORSWITCH CABLEJACK T ` " SHADE CONTROL SWITCH s ilA STEREO SPEAKER pKH SMOOKE HOOD SWITCH ELECTRIC GARAGE DOOR SWITCH STEREO COMMAND 4 \ LIGHT FIXTURE SCHEDULE Y Fla LUCY 5 Pfss"�iY l,F14 LUCY20 1 7x n' q Iia 11: },`� „ F2 BAKARRO - L F3 flEGMNNI l�f v xv v i F4 EDISON PRICE DOWNLIGHT F6 U HTOLIER FB DOWNLIGHf WITH WATERPROOF LENSE h'' - F7 FLO$RA2 Jfy 1d All EB HALO TRACK WITH RA Fa CJ UGHTING-LINEAR INCANDECENT a F10 BEGA f kRk � F71 ERCO FLOOR F4ti I 1 - F12 WEDGE v F13 LIGHTOLIEA DOOR ACTIVATED F14'FLOS GL06ALL yfiKr yvH1L=i ..jl - Y YI 1R {vlIl,,��: A ,rye f yf4yY< t/a F' GUEST 4DROO �. M1 t f1 \ }' \ ZF1 7 k if OS+D - ---- SMOKE DETECTOR O THERMOSTAT B❑ BUZZER hlJk r1aR 1 11p v EXHAUSTFAN - _ LIBRARY ELECTRICAL PANEL vv NEW GYPSUM BOARD CEILING ELEV INDICATED OOO FAN 1A.M111 1 1� 7 NONE, F13 qp i qp F9 Cr R Fla pla �_ F3 `, Fla F IFl_l_. —F_ 1l / /) L— DMI � lI / XI JJI F10 i/ ry10 �,/ F10(2) T.6" \ \ I GUEST TH \\ `\ \ \ I \ I' I \ I \ Fla Fla \ Y \\ I \4 I L —F3 kV'( - COURTYARD \ VER NDA \ I \ I -= I WIP F70 F10 \\ \\ Flo � \ \ I \ \ I \ \ I C> F cFr I MIN `,1 LIVING ROOM! DINING ROOM - f l T� I I I— I 7 - - - F7,, QD QD _____ 1 , F3 v F3 1 \ 1 \ 1 \ 1 \ 1 v v I \ I ` PF3 1 1 1 �v 1 1 I 1 \ 1 \ p 1 WUSIC A�COVE F3 1 \ 1 \ 1 \ F3 1 F3 $ I � \ 1 F3 3 O F3 F3 �! O =0 F3 - / MASTER BROOM (1) 12'-0' j �J 1t� hlJk r1aR 1 11p v r �1F4 - _ LIBRARY -- vv _ --�__ __ II f I / (��"} r, I � ' �ipjgd'+v4, b'FI rd '/F6 b -I _ F5 I -- _�I I 11 I. y I I 4 I ll_-- 11 �4 Ls r5l x q y 5 _tel F1e III I I I ----------------- 1A.M111 1 1� 7 NONE, F13 qp i qp F9 Cr R Fla pla �_ F3 `, Fla F IFl_l_. —F_ 1l / /) L— DMI � lI / XI JJI F10 i/ ry10 �,/ F10(2) T.6" \ \ I GUEST TH \\ `\ \ \ I \ I' I \ I \ Fla Fla \ Y \\ I \4 I L —F3 kV'( - COURTYARD \ VER NDA \ I \ I -= I WIP F70 F10 \\ \\ Flo � \ \ I \ \ I \ \ I C> F cFr I MIN `,1 LIVING ROOM! DINING ROOM - f l T� I I I— I 7 - - - F7,, QD QD _____ 1 , F3 v F3 1 \ 1 \ 1 \ 1 \ 1 v v I \ I ` PF3 1 1 1 �v 1 1 I 1 \ 1 \ p 1 WUSIC A�COVE F3 1 \ 1 \ 1 \ F3 1 F3 $ I � \ 1 F3 3 O F3 F3 �! O =0 F3 - / MASTER BROOM (1) 12'-0' j �J 1t� III r �1F4 40 Il tiiT(d -- vv _ --�__ __ II f I / (��"} r, I � ' �ipjgd'+v4, b'FI rd '/F6 b -I _ F5 I -- _�I I 11 I. I T I ll_-- 11 �4 Ls r5l x q . _tel F1e III I I I f Ggt. ! I II - �V��mW\�}+�1F �7B°� {yM1P1 yr UT �a"Y4 i GFI II DR SING CIUO. III I WALK IN CLO -OF4 OF4 (i Fla ui 11 of LAVE REFLECTED CEILIN _qLN k'�11�'4'�A YIfl li 1 I 1' K�\I Yi .. flY[I IT io2t 1 1 �1 FS L ➢5 / IFI liy4 l p i t h 1 ,rti Y 1F \v1: r I 8 1A.M111 1 1� 7 NONE, F13 qp i qp F9 Cr R Fla pla �_ F3 `, Fla F IFl_l_. —F_ 1l / /) L— DMI � lI / XI JJI F10 i/ ry10 �,/ F10(2) T.6" \ \ I GUEST TH \\ `\ \ \ I \ I' I \ I \ Fla Fla \ Y \\ I \4 I L —F3 kV'( - COURTYARD \ VER NDA \ I \ I -= I WIP F70 F10 \\ \\ Flo � \ \ I \ \ I \ \ I C> F cFr I MIN `,1 LIVING ROOM! DINING ROOM - f l T� I I I— I 7 - - - F7,, QD QD _____ 1 , F3 v F3 1 \ 1 \ 1 \ 1 \ 1 v v I \ I ` PF3 1 1 1 �v 1 1 I 1 \ 1 \ p 1 WUSIC A�COVE F3 1 \ 1 \ 1 \ F3 1 F3 $ I � \ 1 F3 3 O F3 F3 �! O =0 F3 - / MASTER BROOM (1) 12'-0' j �J Fla / Fla SD - -QFta 1I 1° W D 9 l \ I 1 I L] 6 vv iGALLERY / HALL (1) ( /MUD RM / �O LAUNDRY �I�o ----------- Fla F3 -- Fla ,Fle PF1a _— SSS$e ��' s$ss31---__ I� a -_L OR rr__ r -rt I IN,111111111 oil .POWDER (- ROOM 0F10 Fle IT Wa Fla I�-- 0\ \ F10\', 0 \ PANTRY 1 1 ", � I F5 / 7� REFLECTING POOL / I i F10 �72 F10 � Ell) a F'ELLEUHINI HESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDING DEPT. N MAIN LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE ..---- -- le 9.11. Dmwll- - l -- ---- -- Jab No Deg No -I 02 20.02 1 /4 -1'-O" ❑rewn --� — Cbacketl - _._ APPpvetl B2.1 I NJH Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 III 0 ,r 1 r ODG _ --�__ __ II � I / (��"} r, I � ' illl_ I- '/F6 b -I _ F5 I -- _�I $$ I II I I ll_-- 11 _tel F1e III I I I f _ ! I II 1 � II 1 �7B°� GFI II DR SING CIUO. III I WALK IN CLO -OF4 OF4 (i Fla ui 11 of 11 1 'll 1 --' 1 1 MASTER BATHROOM / - I (1) 1 - III 1' FS L NG IFI 1� 8 / JI VF4 III .�!Iit T I Fla Fla F1a - Fla -V— 4D $ �T`4; IIh Ion I I Fla / Fla SD - -QFta 1I 1° W D 9 l \ I 1 I L] 6 vv iGALLERY / HALL (1) ( /MUD RM / �O LAUNDRY �I�o ----------- Fla F3 -- Fla ,Fle PF1a _— SSS$e ��' s$ss31---__ I� a -_L OR rr__ r -rt I IN,111111111 oil .POWDER (- ROOM 0F10 Fle IT Wa Fla I�-- 0\ \ F10\', 0 \ PANTRY 1 1 ", � I F5 / 7� REFLECTING POOL / I i F10 �72 F10 � Ell) a F'ELLEUHINI HESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDING DEPT. N MAIN LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE ..---- -- le 9.11. Dmwll- - l -- ---- -- Jab No Deg No -I 02 20.02 1 /4 -1'-O" ❑rewn --� — Cbacketl - _._ APPpvetl B2.1 I NJH Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 t ') k1� TY 4 >ti 41 1 111 L 1 �,�t1 ( _ I r i• 1 _ ` kM1A T s r yX,1 Ae _ 4` II ,. lx ,tl CHIMNEY IF 11 t. 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I l I � L -- PTD STUCCO - ---- -- — ------- — - ALUMINUM PTD WOOD �����I� ALUMINUM STAINED WOOD -----1 PTDSTUCCO J ALUMINUM I- PTO STUCCO f�' ISI `�y 7� • I� Jl_ l STONE I 1 I I STL COLUMN PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDING DEPT. ELEVATIONS EAST AND WEST JOE N Det. �1114e=l'-O' Dn ng No. 02.0402 O�B3.D,.- Checkatl Approval NJH Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 ----- PTO CONC ,— PTD CONC. —1 -Ir — M HOUSE LONGITUDINAL SECTION LOOKING NORTH 83.5 N HOUSE LATITUDINAL SECTION LOOKING WEST RP ROOF EL 16'41 1!4' LP ROOF N EL T 0. COPING $EL 9`0' TO ROOF At, EL 6'-9' B.O FIN CLG. A EL6-0" Y TO FIN. RA EL -1'-0" T.O GRADE }� EL -2'4 8.0 FIN -CLO. EL -3'-0" TO. SLAB EL -10'-6" HP ROOF h EL 17'40 V2" RP ROOF EL i6'-111/4' LP ROOF EL 12'-0' TO STONEWALL h EL. 9'-0" TO FIN. FLFL J� EL 0'-0'Y TO GRADE h EL -0'-6' DO FIN CLG. h EL: -1'$ —--¢ TO FIN PLO h EL." PELLEGRINI RESIDENCE HOME PiKP ROAD MATTITUCK CREEK BUILDING DEPT. SECTION ELEVATIONS 0204.02 1 114"=1'-0" Appmma I B V � 3 Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 i i t------�----PTD CONC '--' - —i —PTO CONC — I \ i ----- PTO CONC ,— PTD CONC. —1 -Ir — M HOUSE LONGITUDINAL SECTION LOOKING NORTH 83.5 N HOUSE LATITUDINAL SECTION LOOKING WEST RP ROOF EL 16'41 1!4' LP ROOF N EL T 0. COPING $EL 9`0' TO ROOF At, EL 6'-9' B.O FIN CLG. A EL6-0" Y TO FIN. RA EL -1'-0" T.O GRADE }� EL -2'4 8.0 FIN -CLO. EL -3'-0" TO. SLAB EL -10'-6" HP ROOF h EL 17'40 V2" RP ROOF EL i6'-111/4' LP ROOF EL 12'-0' TO STONEWALL h EL. 9'-0" TO FIN. FLFL J� EL 0'-0'Y TO GRADE h EL -0'-6' DO FIN CLG. h EL: -1'$ —--¢ TO FIN PLO h EL." PELLEGRINI RESIDENCE HOME PiKP ROAD MATTITUCK CREEK BUILDING DEPT. SECTION ELEVATIONS 0204.02 1 114"=1'-0" Appmma I B V � 3 Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 i i t------�----PTD CONC '--' - —i —PTO CONC — I \ ----- PTO CONC ,— PTD CONC. —1 -Ir — M HOUSE LONGITUDINAL SECTION LOOKING NORTH 83.5 N HOUSE LATITUDINAL SECTION LOOKING WEST RP ROOF EL 16'41 1!4' LP ROOF N EL T 0. COPING $EL 9`0' TO ROOF At, EL 6'-9' B.O FIN CLG. A EL6-0" Y TO FIN. RA EL -1'-0" T.O GRADE }� EL -2'4 8.0 FIN -CLO. EL -3'-0" TO. SLAB EL -10'-6" HP ROOF h EL 17'40 V2" RP ROOF EL i6'-111/4' LP ROOF EL 12'-0' TO STONEWALL h EL. 9'-0" TO FIN. FLFL J� EL 0'-0'Y TO GRADE h EL -0'-6' DO FIN CLG. h EL: -1'$ —--¢ TO FIN PLO h EL." PELLEGRINI RESIDENCE HOME PiKP ROAD MATTITUCK CREEK BUILDING DEPT. SECTION ELEVATIONS 0204.02 1 114"=1'-0" Appmma I B V � 3 Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 LP ROOF ti EL 11'-6" TO COPING EL' e'-0" BO FIN. CLE h EL. T-6" OPENTOGALLERY/ �� ��� �o�!� /OP N1<O AI,LE VIA NO HAIL BE -'�L�_ HALL BEYOOo J �� / \V \ U STEEL C�D�a�DoA6T EL LINTEL C,Oc-�LI� cjou;FNQ� ,LIN TEL 1 L L� -- �j .__� T O FIN. Fl -Fl. r i TO GRADE h EL -0'-6" C1 _ BOFIN CLG m _ I OTO OPEN TO (� OPEN TO TO LANDING PEN BEYOND BEYOND �l\�� BEYOND EL 46" � 4 MAIN HOUSE PARTIAL LONGITUDINAL SECTION LOOKING NORTH TO SLAB h EL -10'-6" CONC --. HOUSE PARTIAL LONGITUDINAL SECTION LOOKING NORTH CONC -+ HP ROOF h EL16'-1 1 114" T O. ROOF EL. B O FIN CLO h EL. TO FIN FLR EL' TO GRADE h EL B 0. FIN. CLG EL. -1'-0" TO FIN. FLR EL' -10•,6" PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK I 'BUILDING DEPT. SECTION ELEVATIONS Jab N. Date -- T- I Orewng Na 1 020402 OR AS NOTED{\ Cne . AW..d B V 4. ITC ice/ Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 " y, LP ROOF ti EL 11'-6" TO COPING EL' e'-0" BO FIN. CLE h EL. T-6" OPENTOGALLERY/ �� ��� �o�!� /OP N1<O AI,LE VIA NO HAIL BE -'�L�_ HALL BEYOOo J �� / \V \ U STEEL C�D�a�DoA6T EL LINTEL C,Oc-�LI� cjou;FNQ� ,LIN TEL 1 L L� -- �j .__� T O FIN. Fl -Fl. r i TO GRADE h EL -0'-6" C1 _ BOFIN CLG m _ I OTO OPEN TO (� OPEN TO TO LANDING PEN BEYOND BEYOND �l\�� BEYOND EL 46" � 4 MAIN HOUSE PARTIAL LONGITUDINAL SECTION LOOKING NORTH TO SLAB h EL -10'-6" CONC --. HOUSE PARTIAL LONGITUDINAL SECTION LOOKING NORTH CONC -+ HP ROOF h EL16'-1 1 114" T O. ROOF EL. B O FIN CLO h EL. TO FIN FLR EL' TO GRADE h EL B 0. FIN. CLG EL. -1'-0" TO FIN. FLR EL' -10•,6" PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK I 'BUILDING DEPT. SECTION ELEVATIONS Jab N. Date -- T- I Orewng Na 1 020402 OR AS NOTED{\ Cne . AW..d B V 4. ITC ice/ Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 --- ------FISHERSKYUGHT i' IIIb-- ----- EPDM ROOF W/GRAVEL --- ��- - ---------- BUILDING PAPER -- 314" PLYWOOD -------------CANTSTRIP - ----- — ZINC COPING II _10 "'TO. COPING —_-- - C MINT 4 --- 314" SHIPLAP 1 314" PLYWOOD I (3) 1 718" X 11 3/4" LVL'S 7 812"TX PRO r\ - BLOGKNG 59" PTD. GWB 7'-e' B O FIN CLG BUILDING PAPER I 3.4- PLYWOOD - r. t- r- BATT INSUL -- PTO. PLYWD. eD9 Q'� 7 - 2+XGFRAMING CORRUGATED ALUMINUM SIDING 1/2' REVEAL ...... - -- -- KAWNEER WINDOW 71/4° ----- ------ --- 1" INSUL GLASS "311" FINISH WOOD FLR t 314'PLYWD. . i SLATE PAVERS - { 0`0' T.D. FIN. FLR ol If' A > --------- STONE DUST i. T11 I COMPACTED EARTH ,. SATE INSUL 4 O 2 X12FLOOHJOISTB --I I �_� . GONG SLAB 0 A { VAI'bR BAPRIEPA" �— I' DAMPPROOFING 'Y RIGID INSUL. a __ - . �I [y • o A 10" GONG BLK 0✓�6c50o pr O�oO�i1(�Tf000 16 pII°E �I --_ J lq7G-'��5 ` �v J � � ------ --- ---PERF GRAIN PIPE v 1 O pp -I" G I I D II� D �JQ GRAVEL 0(,lu�(�'� O0JO°O( r I I - D ------- ---- - GONG FOOTING qE r -I I I I °r'zr°.� 9518 EXTERIOR WALL 3. SECTION SCALE: 1 10=1'4' .r r r STONE COPING FLASHING 1/4" CAULK JOINT 3/4" PLYWOOD BUILDING PAPER 2 X 5 FRAMING CULTURED STONE U -0"T O. GRADE L GONG FOUNDATION WALL I L-_ COMPACTED EARTH D D 2 SECSTONE WALL TION SCALE: 11/2"=r-0" SW FI VEAL /p1A L 314" FINISH �[➢µI I �'I,'Iil'A4--J�F-�111151k'I - GONG. SLAB ---, VAPOR BARRIER 2 RIGID INSUL,1� _ GRAVEL 5 EXTERIOR WALL SECTION SCALE: 3/4"-1'-a' CONIC FOOTING 2" HIGH STANDING - -SEAM ZINC ROOF --- BUILDING PAPER ---3/4" PLYWOOD ---- WD. BLOCKING —B"/16 MTL C' JOISTS Be INSUL e"XB"X114" STL TUBE --PTO WOOD —59" PTD, GWS IKAWNEER ALUMINUM WINDOW 1"INSUL GLASS GONG PARGING 0'-0"TO, FIN FLR - -0'-6-TO GRADE ZINC DOPING BUILDING PAPER • 4.4}x 2 X 6 FRAMING STUCCO GONG PARGING a -0 -TO GRADE I I ��F -- COMPACTED EARTH - y I — CONIC FOUNDATION WALL I SII,- • -GONG FOOTING 2 a' 1SECSTUCCO WALL TION SCALE 1112"=1'-O" 12-STL. PLATE GROUT {Ik 0'-6" T 0 GRADE O 5161 312" 4012" O 1�'•D 1 N " 116"UG) 518. GWB Ve GERAWC TILE ON la THIN SET BASE �MAY OCCUR) 17 WR GWB (WHERE USED AS SUBSTRATE FOR TILE) 12" X 2" 13 OCIONG __` 4' ALL)w SHEET NEW INTERIOR A GWB /TILE HIGHSTANDING AS SUBSTRATE SEAM ZINC ROOF - - BUILDING PAPER _ 314" PLYWD - -(SIDING OR CEDAR SID 2314" T------ 8'/16 MTL 'C' JOISTS ----- 3/4" PLYWD 118'X8"X114" CULTURED —IISTL TUBE H SHIPLAP / - 2'X7'X 1/4" r (STL ANGLE L— -- }�� -- PTO WOOD -- 12"STL PLATE 12-STL. PLATE GROUT {Ik 0'-6" T 0 GRADE O 5161 312" 4012" O 1�'•D 1 N " 116"UG) 518. GWB Ve GERAWC TILE ON la THIN SET BASE �MAY OCCUR) 17 WR GWB (WHERE USED AS SUBSTRATE FOR TILE) 12" X 2" 13 OCIONG __` 4' ALL)w SHEET NEW INTERIOR A GWB /TILE D NEW INTERIOR STONE! STONE 03/4 512" 059_" 0 314 it 314" PLYWD --12" X 2" BLOCKING FLUSH HDWD BASE —FURRING STRIP _�C'ALUM. SHEET NEW EXTERIOR G ALUMINUM / GWB 7 718 0314 5112" 012" 0314" 016",.0114" ON 19" J SET BASE V OCCUR) WR GWB III III 111111 — (I I_II 1 _III L SII D f III—II IIII (III V_ - ORRUGATE1 ( UM COMPACTED EARTH SIDING 10"GONG BLOCK 1 TLI 1 - Lu _III- -- 3/4" PLYWD � � � � N �n II III—III I —10'-6- TO SLAB n III III 'Il • L'Ilf _I DAMPPROOFING —III—III 'II—+�-�-- _-�fCONPIERC FOUNDATION NEW EXTERIOR -I ALUMINUM l lLH PERF GRAIN PIPE i D o n HIO ,^ G p GWB+TILE -_ CONIC FOOTING _I I COMPACTED EARTH L r GRAVEL GOING. 4'-0"------�, -'--GONG. FOOTING YYY--- 4 S ECT I ON EXTERIOR COLUMN SCALE: 314"=1-0" 059 312 - B t 4314 _--__-7 �- _r 059° D59� 512" 059" /4" r -a— '2 z 4 STUD _ __.12 x 6 STUD 116"OC '16"OC -- -59" GWB 50B, GWB MNSULATION _ IRI�lpLA1ROT'1 AY OCCUR '�, - —_ �IMANOOOUR k � '�IJAW&tWG �; ' • 'VlIIGIHkfitlCAAhE.i`) _ — H,2" X 2" GI.00KING _ 1,12"%2"BO.DCIIONIIi 1 —RUSH HIJI BASE \�` ,(--FLUSIHIBMISASE -FUO.R'. S714F FUTAPHNG STRIP �4" 4 U"W SHEET �-4" ALUMI SHEET B NEW INTERIOR C NEW' INTERIOR GWB/GWB GWB f FURRED GWB 759' 759• 03/4 512" _ 059_ 03/4/ 5 1. 0314' II I� x6STUD ( j-� 2x6STUD 1,(16"OC) Fe. OC) '—'�/--- 3/4' PLYWD �\ 3H"PLYWO �>< (BUILDING (BUILDING 11PAPER -----PAPER 3/4" SHIPLAP - STUCCO ICING CEDAR �-� (SHINGLES -59"GWB r > ---59"GINS —12" X 2" BLACKING } -12" X T BLOCKING % —FLUSH HDWD BASE —FLUSH HDWD BASE -FURRING STRIP I FURRING STRIP --6' ALUM SHEET \-4" ALUM SHEET NEW EXTERIOR NEW EXTERIOR E STUCCO/ F SHIPLAP / GWB GWB 7 718' 0314" 512' 012" 0314 512 012" 0314' 019 01)4" 03/4 019" 0114' SPOSTIUD 10 C LONG \ IPAPCERAMIC 1, A,�'---��18/4P'C RAMIC .—. ((WHERE USED USED AS SUBSTRATE 0 OYri 4 " FOR TILE) ^{ AS NOTED - -(SIDING OR CEDAR SID 2314" 512 f�23144 B3.5 ----- 3/4" PLYWD — ---- 314" PLYWD CULTURED EXTERIOR H SHIPLAP / ,STONE GWB+TILE GWB+TILE INSUL -- }�� -- 3/4'PLYWD - 2X6 I FRAMING -12"REVEAL - r WI CAULK D NEW INTERIOR STONE! STONE 03/4 512" 059_" 0 314 it 314" PLYWD --12" X 2" BLOCKING FLUSH HDWD BASE —FURRING STRIP _�C'ALUM. SHEET NEW EXTERIOR G ALUMINUM / GWB 7 718 0314 5112" 012" 0314" 016",.0114" ON 19" J SET BASE V OCCUR) WR GWB III III 111111 — (I I_II 1 _III L SII D f III—II IIII (III V_ - ORRUGATE1 ( UM COMPACTED EARTH SIDING 10"GONG BLOCK 1 TLI 1 - Lu _III- -- 3/4" PLYWD � � � � N �n II III—III I —10'-6- TO SLAB n III III 'Il • L'Ilf _I DAMPPROOFING —III—III 'II—+�-�-- _-�fCONPIERC FOUNDATION NEW EXTERIOR -I ALUMINUM l lLH PERF GRAIN PIPE i D o n HIO ,^ G p GWB+TILE -_ CONIC FOOTING _I I COMPACTED EARTH L r GRAVEL GOING. 4'-0"------�, -'--GONG. FOOTING YYY--- 4 S ECT I ON EXTERIOR COLUMN SCALE: 314"=1-0" 059 312 - B t 4314 _--__-7 �- _r 059° D59� 512" 059" /4" r -a— '2 z 4 STUD _ __.12 x 6 STUD 116"OC '16"OC -- -59" GWB 50B, GWB MNSULATION _ IRI�lpLA1ROT'1 AY OCCUR '�, - —_ �IMANOOOUR k � '�IJAW&tWG �; ' • 'VlIIGIHkfitlCAAhE.i`) _ — H,2" X 2" GI.00KING _ 1,12"%2"BO.DCIIONIIi 1 —RUSH HIJI BASE \�` ,(--FLUSIHIBMISASE -FUO.R'. S714F FUTAPHNG STRIP �4" 4 U"W SHEET �-4" ALUMI SHEET B NEW INTERIOR C NEW' INTERIOR GWB/GWB GWB f FURRED GWB 759' 759• 03/4 512" _ 059_ 03/4/ 5 1. 0314' II I� x6STUD ( j-� 2x6STUD 1,(16"OC) Fe. OC) '—'�/--- 3/4' PLYWD �\ 3H"PLYWO �>< (BUILDING (BUILDING 11PAPER -----PAPER 3/4" SHIPLAP - STUCCO ICING CEDAR �-� (SHINGLES -59"GWB r > ---59"GINS —12" X 2" BLACKING } -12" X T BLOCKING % —FLUSH HDWD BASE —FLUSH HDWD BASE -FURRING STRIP I FURRING STRIP --6' ALUM SHEET \-4" ALUM SHEET NEW EXTERIOR NEW EXTERIOR E STUCCO/ F SHIPLAP / GWB GWB 7 718' 0314" 512' 012" 0314 512 012" 0314' 019 01)4" 03/4 019" 0114' SPOSTIUD 10 C LONG \ IPAPCERAMIC 1, A,�'---��18/4P'C RAMIC .—. ((WHERE USED USED AS SUBSTRATE ((WHERE AS SUBSTRATE :FOR TILE) FOR TILE) i 1SHIPLAP AS NOTED - -(SIDING OR CEDAR SID —STUCCO SHINGLES B3.5 ----- 3/4" PLYWD — ---- 314" PLYWD NEW EXTERIORNEW EXTERIOR H SHIPLAP / I STUCCO / GWB+TILE GWB+TILE PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK Stamber� Aferiat Architecture 126 Fifth venue, NY NY 10011 BUILDNG DEPT. DETAILS, WALL TYPES J.bA. Da. 9cele �Draw,ng No. 'I 02.04.02 AS NOTED Dr4vm hacxec --- APPra>�d--� B3.5 TC Stamber� Aferiat Architecture 126 Fifth venue, NY NY 10011 COLLAR BY CHIMNEY r -- MANUF THIMBLE BY MAIM L_ —_ L_ L/ I SMOKE CHAMBER 12'X 12' SCORED ALBERENE SAFETY DOORS 4' FIRE BRICK INFILL BETWEEN STLFRAMING WBS L BEA 1'-2" i I BATT INSUL -- —� 2 FIREPLACE SECTION SCALE', 3/4"=i'-0" 1'-2' 2" HIGH LNC STANDING SEAM ROOF BUILDING PAPER 314" PLYWD 8916 MTL 'C'JOISTS ---INSUL ------ SM" PTO. GWB SLEEVE BY CHIMNEY MANUF, INSULATED 16"0 D. S S FLUE N 2'.0" SECTIONS CAULK CONTINUOUSLY 1/4" SLATE CLAD FIREPLACE BREST 12°PLYWD MTL STUDS BRICK FILL 1" INSUL. GLASS KAWNEER ALUM WINDOW RIGID INSUL OUTSIDE AIR INTAKE GyONG FARMING 70'-0"TO FIN FLR 1$4)'-6'T,O GRADE COMPACTED EARTH DAMPPROOFING 10"CONC BLK FLOOR JOISTS B" PTO STL COLUMN 0 'OD FLUE WITH 1, 2'-6' SECTIONS (BIDE AIR INTAKE S DOORS H ZINC STANDING ROOF NO PAPER .YWD ATL 9' JOISTS D GAB 3 S S FLUE 2" SCORED ALBERENE FILL AROUND DAMPER ;TUBS YWD MUD SET -ATE CLAD LACE BREST ABLE CUSTOM DAMPER TV GLASS DOORS :HEARTH INFILL D. FIN FUR. -YWG. SUBFLOOR L BEAM INSUL STL COLUMN PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK MEAL STUDS '0 BUILDNG DEPT. BRICK INFILL FIREPLACE DETAILS SLATE MUD SET 1q"SLATE CLAD FIREPLACE BREST Job,Nc, Oete 3ce1e OmwlnB No. - RLI 6 02.04-6"4.02 AS NOTED \�11` R� T Dre aw_.wd Approved B3.6 TC . 3 REPLAcE'PAN ' �StambeaAferiat Architecture SCALE: 3/4"=11-0.. 126 Fifth venue, NY NY 10011 f � A /t l Y t - WB HUNpFROM WB HUNG FROM / ROOF AEK \ i t� ROOFABOVE / I 1 t (3)19/{: %912' O LVLS 000RNER 1-'-� y . POST ABOVE \+•+ IN - �', i I 4i III 9TIle' TJI PRO nAT F i D i � / i LIGHT METAL" GIST // ROOF ON PRE -FAB .mac t Cyt 11 /// GREENHOUSE IT . II I- � i / STRUCTURE r , t - x'4l r /fAt,TgtrF.. I tT / jl 'LOWR©OF FRAMING PLAN' y 9712 TJI PRO L60'' --i. /, I',� �3'DIA. PIPE i9'1/2' TJI PRO 250 , .. ®19'o.c. I \ 9 WLCANIok®IS ®te' O.G. ✓ I WOOD STUD - "yxIrr' 'I' i//. I.7- 1fi / BEARING WALL "S Y L 1 '• 4X 4 POSTS iTYP) /170 ' .' I' yR - V fu (2)1314'X9114' - �/ I _ 11111 d �'" ✓ / LVLS (TYP_Y rk • t�y4� ' 9.12' TJ) PRO 250 ig ,. ", ®tcoc.•' / to 17-- U, 3'010. PIPE `COLUMNS 49 9LOCATION9 r) ti) h 1 1OPEN' OPEN hN f (t3 Iy TAPERED ROOF '< TAPERED ROOF WITH'9TEEL TUBE WRH STEEL tA/BE' s FRAMING (PRIMARY),' FRAMING (PRIMARY) wAYAx cy'+s �MLTALCJOISTS \ I', / .METAL c -JOISTS, '(SECONDARY) �' (SECONDARY).- tll / d { �Fa 1 / I> N t HfdH ROOF..FRAMING PLAN x�11 50'N", " N W CONC. SLAB ON 10 MIL VAPOR BARRIER AND 6" GRAVEL y I 1 I t I i 1 t I t I 1 I t I 1 I t , t t t ,I I I I II II 4'-0" X 4'-6' X 1'-0" FOOTING I 0 2 EXTERIOR COLUMNS n W/ 12" X 12" CONC PIER / t BOTTOM OF FOOTING EL: 3'-6" r t (3) 1 3l4"x 11 72" / R t LVL TVP ---- � i 11 B" STL COLUMN 1/2" STL �LALLY COL (TVP) r r r 2'X 21 x PFOOTING9 PIERS FOOTING WITH 4k4 REINF '(, L �,� 7 I BARS(TYP INTERIOR) ISE@ARCH DWG9 FOR STEPS J I 12" CMU WALL —_ SOL xI y /, t GROUTED SOLID WI n4T- I I/ k4 REINF 13ARS®16"0C VERT (ALT10" CONCRETE FDTN ALL WI 14 REINF BARS I116"0C F \ EACH WAV, EACH FACE) ON 2'-0^ X I W CONC. BARSFOOTNG CONT 2N S REINF t V BARS CONT OPEN FOR STAIRS / L6' SYyyL COLUMN �� 11 ]/6' TJl/PRO t AND BRIDGE o / j�� 1350®16"OC (TVP) S"CMUFGTN WALLW/k4 REINFBARS O48"OC VERT GROUTED SOLID ON 2'-0"z10 FOOTING W/2 k5 REINF BARS BOTTOM OF FOOTING EL4-6"MIN t/ 9 2 X 4'0" X FOOTIN 0 G y r/ / 2OR COLUMNS Wl 2'X 12" CONC PIER. / BOTTOM OF FOOTING EL -3'-6" r / 1 r r r rr IU WALL, CONX 1--w S T'-6" STUO WALL r HIGH WITH STL TUBES FOOTING WITH 3k6 REINF. BARS ®10'-0"0 C (N. t 0 ALL SITE STUDS AND TUBES) y r WALLS FLOOR FRAMING AND FOUNIDATION PLAN LEGEND - - — - — - — INDICATES WOOD BEAM, (3) 1 3r4" x 11 716' LVLS -----7 INDICATES 11 7/9" TJII PRO 350 0 16" O C --------- INDICATES WOOD BEAM, (2) 1 3/4" x 91/4" LVLS ------- 7 INDICATES 912' TJII PRO 250 0 16' 0-C + _a INDICATES S/ 16 B 16' O C LIGHT METAL C -JOISTS SLOPED FRAMING INDICATES We STEEL BEAM U O N, ---- INDICATES B"STEEL TUBE INDICATES CMU FOUNDATION WALL Wl 44 ® REINF BARS ® 4 O C VERT GROUTED SOLID ON 2-0 X 1 0" FOOTING W/ 2 k5 REINF BARS BOTTOM OF FOOTING 3 6' MIN ELEV (U O N) INDICATES STUD BEARING WALL 2 X 6 0 16'0 C — EXT WALL, U O N. OR 2 X 4 0 16" OA, INT WALL, U O N ALL EXT WOOD STUDS SHALL BE KILN DRIED • INDICATES WOOD POST, 3112" X 3 12" PSL OQ N • INDICATES STEEL PIPF COLUMN, 3- DIA STD U O N, PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK BUILDING DEPT. FIRST FLOOR FRAMING AND FOUNDATION PLAN, LOW ROOF FRAMING PLAN, HIGH ROOF FRAMING PLAN Job No Date TSc�I• DmwlnO No 022002 11/78_1 0' -�S1.01 r CM1eckaOApprovotl JH TC Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 MATTITUCK CREEK p yy�� f 3 PO 6aW EXISTING WORK)'=1v // �I�I/ / ppp _ i1' — -- - - _ / _ :ice• i _ HIGHNEALONG I IrTEP '7 tragi BOUND ARY --_ -T 1 1f i WETLANDNED H --- _ AS DETC NBENCE RESeZOD' E%I '—'� .I., ' -.f.,e �, ___ ry' vF�:,��_`__ __�z"��.� Ili"� - BY 1NTEP S B?INC IND WORK)) 2 IIINEI,:EE I' - '�A _ - __ - Feer -,,rc� rr+s �'• .� 2 --�`_rL 1( J `Ij tree_ t 7 pyre iJl_`�F'r-_- __�9$_ __ �_/__ Y/X1\ - ,i4 7` /LXX XX/� XXXXXXX�CXXX _>CXX X 1 , P 12 N r \I CHAI 16 I CHAT �� ,( 11 ° �/ �N I�FENCE x Xf / W FENQE 1 18 Illi 2 " V A IvT I�I _ r"r-1� �j5'SETBA Bp�Np RYL1NE X25524 20 11 11\° /� TREE PROTECTION � 22 II \\V l --T; ^� TEMPORARYAND HAY BALE 11 1 `/ \ / �/\ nl SETBACK DURING CONSTRUCTION 24 26 �I �ij/�------- � ze CONCRETE PAD PROPANE GAS AND Sg7BLACK—ml _ �� /� / �� OIL TANK FEEDS � 1 — \\\ A' L BURIED PROPANE GAS 6718 1 V v A� A �' j I TANK STORAGE t o1 1 ]� \ \ / / / 1 COVERED / WALKWAY/ / OFD 11 �'� EXISTING GARAGE / NEW ELECTRIC AN o ,r" -00 TO REMAIN 1 FOR ELECTRIC AND - �i ao t I 1 II 1 VOICE FROM MAIN HOUSE I / O 1 Zee A06 i i l F L -I LANDSCAPE FD WALL 8FD �- NEW CAT PARK^ ("f�� K O Z O 11 I/ / trate( tre� 1 GQ aery 1 - I 1a�/W, a,��D � e I 11 r -V °� / 15tr MAIN LEVEL FIN FLR. z 1 _ _ / 1 � � - - 2b• P'I e / NOTE I rae q - CHAIN I LINK PROJECT DATUM 0'-0 1 p F� / v p, ne g SURVEY ELEVATION 30 5 FENCE 1 I 3 ���///"' 111 Y v� �1 � 5 4 ti I T„ Un �ae Wn� Iw 1 I l T_\pIP z YireP, pine �� T,1U CHAINI LINK FENCE \Y I',I ,e IC�ININ HT TO _NEW FENCE 1 p'j1 I I vvc� Ai 46" HIGH, 1 p �� A n� d / t" Tree CONNECT 1 �n 44�� nn E- ITOEXIST I ',-Ap i1�%IGF A / I ee MATTITUCK CREEK to —INE ALONG I \ y i HIGH WATEP MARKT , WET�,AND1NE4S APCH (�c�)_r ��, � u •• a - SG JU'L Q.. dab sv-1NfEP IflN- �_ 6 -,_ -Pt r f • _ . , s�_ _ ?Gso ;_ _�__- ; �^_-: i,�y r' � �', � Vii, ��IJ�„T�•1, � � \` ° / ,r .�' � SEIB�OUND ARY LINE ,-' - 1 / � �• k ✓����,/ � gTLPND ",E, � �� . II / VI /\ i REMOVE ALL TERRACES /,ND WALKWAYS 2d CAREFULLY 1 { pISMANTLE AND STORE WATER LOWER FOR REINSTALLATION AT A NEW LOCATION ON THE SITE REMOVE SLIDING 1 ,+""�" ".( I / a, %j FRAMEE000RSAND 1 y� a/ { ^/ IFRAMECTO REMALY IN 1 I ^ ,.e�' � GARAGE TO REMAIN 1 A IT I 4` REMOVELAMP �! l/ I (POSTS J �- "r"REMOVE `�- -IF DRIVEWAY AND n 111(�I' °� TURNAROUND 1 I REMOVE 1C. s 1 1 1 � a 1 - NEW HOME PIKE ROAD �FENCCE EXISTINGVE 1 DEMOLITION SITE PLAN SCALE 1I4m"=1'-0" v II ----------- REINFORCED CONCRETE 1111 '1� vd `�'o a tU„ p��T;' Ja /j p�nr �i ______- 11' ___________`_________� _____ ____ AND FOUNDATION �` a -_'w / ��3t ba �� '------------------------------------------ ---------------------- --- -------------------------- r 1� � tYee ' a<•/ qA 5 Yee / r------- T I ✓// SOUTH ELEVATION ------ ------ ------------------------ I (BELOW) i A li \\ _�- / / SCALE 1/B"=1'-0" Il NEW SLOPING 1 V ' 30 / ELECTRIC GAT \�' NEW HOME PIKE ROI / j_ _ __ _ _ _ _ __ ____—__ --- -- — o2FI Ve. i L LANDSCAPE r r 1 F- r le uurvon. I I' II WALL AND 1 i -__ n Tom_— _ anarnv I enrxz Powoa"I, 1 I BATu, I a I, is un&�s"rveA a „a I °'w ev�'aeneew.ouee HEIGHT / FROM G" TO 6'-0") 1 rIlk wc� �,m ;nv iia In"Anv ,ia� �.,a ,m"I a "� "a� ias� Aa"I I'u , ['I a Tis TIN I INTERCOM / \ PEDESTAL I I I I I I 30 i 3 SITE PLAN SCALE 1/20"-1'-0" CONTRACTOR TO STAKE OUT NEW HOME PIKE ROAD .o�EssPao/ LT 711 1 ° " 3PLUMBING RISER DIAGRAM DRAWING LIST BID 0 SITE PLAN, DEMO SITE PLAN, SOUTH ELEVATION, PLUMBING RISER DIAGRAM B1 0 CONSTRUCTION PLAN LOWER LEVEL Bi 1 CONSTRUCTION PLAN MAIN LEVEL Bi 2 CONSTRUCTION PLAN PARTIAL ROOF Bt 3 CONSTRUCTION PLAN ROOF 31.4 GUEST WING PLAN, POWER AND TELEPHONE, SECTION ELEVATION, ELEVATIONS B20 LOWER LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE B21 MAIN LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE B31 ELEVATIONS SOUTH AND NORTH B32 ELEVATIONS EAST AND WEST B33 SECTION ELEVATIONS B3 4 SECTION ELEVATIONS B35 DETAILS, WALL TYPES 336 FIREPLACE DETAILS S1 0 FIRST FLOOR FRAMING AND FOUNDATION PLAN, LOW ROOF FRAMING PLAN, HIGH ROOF FRAMING PLAN KEY OF SYMBOLS ,00 DOOR NO COY ff_ PARTITION TYPE c) IIII WINDOW NO 0'-0"Y PROJECT ELEVATION HEIGHT KEY INDICATES DESIRED SURFACES ALIGNMENT OF FINISHED SURFACES CENTERLINE 0 - DETAIL DESIGNATION ADOD DRAWING SHEET NUMBER D -SECTION/ELEVATION NUMBER DRAWING SHEET NUMBER 12"X 12" SLATE FLOORING ON ON LEVELING COMPOUND AND MUD SET LLLI 16"PAVER16'ON SANSTATE STONE PAVERS ON SAND AND IH GRAVEL BED IN 3"X3"DAL TILE FLOORING ON LEVELING COMPOUND AND MUD SET IO STEEL COLUMN '-1 SECTION BREAK FLOOR AIR REGISTER SUMMARY OF TOTAL THERMAL RATING IF THE TOTAL THERMAL RATING IS ZERO (0) OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING ENVELOPE COMPLIES WITH THE ENEROY CODE AREA U -VALUE THERMAL TABLE RATING USED A ROOFCEIUNG 3050 033 47 6-3 1405 033 21 6-3 B NET WALLS 2951 052 291 6-1 C GLAZING WINDOW 1331 32 -224 6-1 WINDOW SKYLIGHTS 251 46 -125 6-1 D1 FLOORS 4454 033 66 6-3 D2 EASEMENT/ CELLAR WALLS FEET WALL PERIMETER FEET EXPOSURE ABOVE GRADE WALL U -VALUE DEPTH OF WALL U -VALUE INCHES N/A BELOW GRADE FEET N/A D3, SLAB INSULATION E. INFILTRATION CONTROL SO FT N/A CONDITIONED FLOOR AREA F SOUTH FACADE GLAZING SOUTH ASS/TOTAL GLASS _ _PERCENT GL AREA/ GROSS WALL AREA _ __PERCENT CONDITIONED FLOOR AREA SO FT N/A TOTAL TI PRIMAL RATING 76 REVISIONS FOUNDATION REVISION -NORTH EDGE LAYOUT 04.0403 PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK DRAWING LIST, SITE DEMO PLAN, SITE PLAN, SOUTH ELEVATION SYMBOLS KEY, THERMAL SCHEDULE PLUMBING RISER DIAGRAM Job No Date Scala rawing No 1 D =20,_0" 02 20.02 OR AS NOTED B0.0 Drawn G6eckatl Approved PA Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 E OF FINISH SE K 3'-0"GRID OUT ON 3'-P' GRID RTO I -NORTH EDGE LAYOUT 040403 PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK CELLAR LEVEL PLAN Date Drawing No 02 20 02 1 114"=1'-0" B1.0 PA Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 30— NEW WALL 18 TO GRADE— LOT \ N/0/F DOROTHY RAYNOR VACANT 4v 0 2 6, r 5-�• FOUND 0.5'N. 0.5'E. / . F - ENCE ONE CONC- MON. S 83.16'00' Wi / 55.00/ HOME F I KE P "404*l 22- 24— 26-- - 2� 28— — 18" TC 6RADf 5TEP5� GATE NEW WALL IS" TO GRADE �'pe 8�- 10_ 12— 14— 16- 18— � SI. b�V Cy° 1L ?1 e 7 MATTI TUGiG °bac 8 8• GREEK c RFS�Rc /A'F FSG e /1 lr \ \ \ \ \ R4, NFO n Uhf pN �O FgCp \ \ \ \ Y00 h 20— t7 �49c \\2HF LAWN — PROPOSED FENCEIzZ \ \ \ / (TURKEY WIRE AND \ ra 15ed planter grade x J� �flus41th terrace POOL ENCLOSURE 48" HIGH FENCE— ON NEW WALL TF- NEN E NEW WALL IS" TO GRADE ceo c6 LO POSTS) _48" H16Fh \\ \ / \ POOL EENGL05UREO' \\ \� \ �Oo \ \ FROM WETLANDS \ I6Tf� ,, p P5 ASF \ \ PROP�SED \ �� STEPS LAWN ��C \ \ 657 \ \� 1 15" TO % - GRADE�LI A raised planter STEPS \� 15" TO \ LAWN 'j Il PbR"W. i N� 1 i��S117�NGE. I vv NEW PObL � DRIVEWAY DWELLING P/0 LOT11 N/0/F JOHN P. DUMBLIS SITE PLAN_ SCALE: V =20'-0" ey/"re\ \ IS)°qc \RROP SED FENCE \ /10, SITE W DATA z SCTM # 1000-114.1.4 PROPERTY: 1205 POINT PLEASANT ROAD ADDRESS MATTITUCK, NY OWNER: EDWARD SOLOMON a=� WYCKOFF,NJ SITE: 94, 798.97 SQ. FT. = 2.176 ACRES ZONING: R-40 SURVEYOR: JOSEPH A. INGEGNO PO BOX 1931 RIVERHEAD, NY 11901 LICENSE # 49668 DATED 11M/99, and as amended below JULY 12, 2000 LOCATED WETLAND FLAGS AUGUST 23, 2000 LOCATED TREES APRIL 2, 2001 ADDED PROPOSED HOUSE MAY 15, 2001 ADDED WATER LINES JANUARY 31, ADDED OFFSETS FROM PROP. HOUSE & EXIST. GARAGE TO ROAD Mill I \ I \-EXIAN6 °� \ \ \ \ \ 9 \ FENCE LINK N cP 0 � 1 N N N m POOL ENCLOSURE EXI5TIN6 CHAIN LINK FENCE LOCATION MAP PROJECT LOCATION TRUSTEES PERMIT SET BY: UT D BY: TCS UA I C: 2/27/06 SCALE: V = 20'-0' SHEET TITLE: SITE PLANT i W z W 0 J co W a=� Q z Z O 2 0 J 0 U) BY: UT D BY: TCS UA I C: 2/27/06 SCALE: V = 20'-0' SHEET TITLE: SITE PLANT i MA_MTUCK CREEK APR 8 2N3 --RE LINE ALONG —�� HIGH WATER MARK -- _ — - — ree � sig G rila T f / - ------------ _- - 6 —�11D ALWE EI'ERMINEO SE RGH L ,rr,E - � � °- , V moi_ ` I LINE ASO SCIENOE PE I6-ZpgO'- _ tr/- �sSDc 'L j `- 6 i�j�/_ ,To- 14 III P�11,.J�XXXXXXX. XX FENCECHAIN' T 0 V r X ��SLxr� �I NKI ws U •"CE��i� Il;x � I T�,g TRAC P O NRV01E II '—WET�NOB �r .20 {p ao.1� EXISTING (NOWORK) 1 EX I ING (Iy0 WORK) P Pew ��. redo --te- ✓ �N �'G��) e� A )IC E "IP 0 � 1 X/77�/�X�j \ / \\�. X10 `. pIN X742 x HA n�i\ 'LINK \• / �+\ x FENCE �@ X 22 O e I �`I ter° 24 SII 1/ i I_� 'La -ors s I , / I / 1 � 1 295 29� 111 1 771-6 -, COVERED/� WALKWAYX' OLD IRS II EXISTING GA AGE / NEW PVCTRENCH I FOR ELECTRIC AND no, o no TOLREMAIN , 1 VOICE FROM MAIN HOUSEeFD LANDCCAPE � I / 1 i WALL �iree a g" r I P 111 /OFD/ „ tread/A/�, rrea �9 NEW CAT PARK �11tr a ° i G 121' / ) A FENCE tp All, Fo I A z14 l CHAIN LNK i, trro4 1 Kl LINK 1 Z 11 Zz Tj 1, II Ci� �ue �• �'�� v �/ r tre���� 0' N I 1r p,na ,� A,TL CHAIN I LINK / FENCE I �� G �� "- ^tee" vY ,/ Jb n6•,ro° u 1 n 1 _NEW FENCE �,`�J``� / alp G'`ne NEWFENCE CONNECT-iio�..ISCfTTO / Irae J���11 trea i " �4S'HIGH, 1 h "\ l/ - pin$ I' Ir 1 TO EXIST`ry p1 ' y, � Y REINFORCED ' I / ,�A , A� CONCRETE p, I FOOTING 1 �Z's'. io Y( 3X / AND FOUNDATION T!� l INEWSLOPING LANDSCAPE - N.EAN HOME PIKE R()AD I WALL AND ELECTRIC GATE 1 P (WALL HEIGHT ~_�__ a� j i (FROM 8" TO 60") I/ INTERCOM PEDESTAL II I% CONTRACTOR ,Yi STAKE OUT NEW - � HOME PIKE ROAD A5' I � r 3 SITE PLAN \ SCALE 1120"=i'-0" v� TEMPORARY TREE PROTECTION s TEMPORARY HAY BALE AND FENCING AT 75'-0" it SETBACK DURING CONSTRUCTION A/C CONCRETE C V PAD �J \ _ PROPLTANE GASAND \2@ OIANNFEEDS _ BUR I ED PROPANE GAS TANKSTORAGE NOTE' MAIN LEVEL FIN. PER = PROJECT DATUM 0'-0" - SURVEY ELEVATION 305 MATTITUCK CREEK _TIE LINE ALONG ARK HIGHWATERM MOLITION SITE PLAiN SCALE. V40" =11'-0" REMOVE III i REMOVE EXISTING FENCE `------` ---- - ----------1 SOUTH ELEVATION -- 2 SCALE 1/8"=1 b" hill IV I I TLO TO OEBB POOL _N 3 PLUMBING RISER DIAGRAM ----------- ----- ----- —— — — — — — — — — — — — — --------------IIT---------1- --------------------------------------------------'I L—-- Pewa��M lila ..111, -1 4114 BIM F ., 0 C' ,aP��, a. e ON i 111POO°s1 ,.a. „IaT� „a a INO 1 LJ ,ir< f,a' OR AS NOTED �i ,E) ` o J � C_1 U EXISTING (NOWORK) 1 EX I ING (Iy0 WORK) P Pew ��. redo --te- ✓ �N �'G��) e� A )IC E "IP 0 � 1 X/77�/�X�j \ / \\�. X10 `. pIN X742 x HA n�i\ 'LINK \• / �+\ x FENCE �@ X 22 O e I �`I ter° 24 SII 1/ i I_� 'La -ors s I , / I / 1 � 1 295 29� 111 1 771-6 -, COVERED/� WALKWAYX' OLD IRS II EXISTING GA AGE / NEW PVCTRENCH I FOR ELECTRIC AND no, o no TOLREMAIN , 1 VOICE FROM MAIN HOUSEeFD LANDCCAPE � I / 1 i WALL �iree a g" r I P 111 /OFD/ „ tread/A/�, rrea �9 NEW CAT PARK �11tr a ° i G 121' / ) A FENCE tp All, Fo I A z14 l CHAIN LNK i, trro4 1 Kl LINK 1 Z 11 Zz Tj 1, II Ci� �ue �• �'�� v �/ r tre���� 0' N I 1r p,na ,� A,TL CHAIN I LINK / FENCE I �� G �� "- ^tee" vY ,/ Jb n6•,ro° u 1 n 1 _NEW FENCE �,`�J``� / alp G'`ne NEWFENCE CONNECT-iio�..ISCfTTO / Irae J���11 trea i " �4S'HIGH, 1 h "\ l/ - pin$ I' Ir 1 TO EXIST`ry p1 ' y, � Y REINFORCED ' I / ,�A , A� CONCRETE p, I FOOTING 1 �Z's'. io Y( 3X / AND FOUNDATION T!� l INEWSLOPING LANDSCAPE - N.EAN HOME PIKE R()AD I WALL AND ELECTRIC GATE 1 P (WALL HEIGHT ~_�__ a� j i (FROM 8" TO 60") I/ INTERCOM PEDESTAL II I% CONTRACTOR ,Yi STAKE OUT NEW - � HOME PIKE ROAD A5' I � r 3 SITE PLAN \ SCALE 1120"=i'-0" v� TEMPORARY TREE PROTECTION s TEMPORARY HAY BALE AND FENCING AT 75'-0" it SETBACK DURING CONSTRUCTION A/C CONCRETE C V PAD �J \ _ PROPLTANE GASAND \2@ OIANNFEEDS _ BUR I ED PROPANE GAS TANKSTORAGE NOTE' MAIN LEVEL FIN. PER = PROJECT DATUM 0'-0" - SURVEY ELEVATION 305 MATTITUCK CREEK _TIE LINE ALONG ARK HIGHWATERM MOLITION SITE PLAiN SCALE. V40" =11'-0" REMOVE III i REMOVE EXISTING FENCE `------` ---- - ----------1 SOUTH ELEVATION -- 2 SCALE 1/8"=1 b" hill IV I I TLO TO OEBB POOL _N 3 PLUMBING RISER DIAGRAM ----------- ----- ----- —— — — — — — — — — — — — — --------------IIT---------1- --------------------------------------------------'I L—-- Pewa��M lila ..111, -1 4114 BIM F ., 0 BE 0 SITE PLAN, DEMO SITE PLAN, SOUTH ELEVATION, PLUMBING RISER DIAGRAM ED 0 CONSTRUCTION PLAN LOWER LEVEL B1.1 CONSTRUCTION PLAN MAIN LEVEL Bi 2 CONSTRUCTION PLAN PARTIAL ROOF B1 3 CONSTRUCTION PLAN ROOF BI 4 GUEST WING PLAN, POWER ANDTELEPHONE, SECTION ELEVATION, ELEVATIONS B20 LOWER LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE EDI MAIN LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE HIS i ELEVATIONS SOUTH AND NORTH E3 2 ELEVATIONS EAST AND WEST B3 3 SECTION ELEVATIONS 034 SECTION ELEVATIONS 33 5 DETAILS, WALL TYPES E36 FIREPLACE DETAILS Si 0 FIRST FLOOR FRAMING AND FOUNDATION PLAN, LOW ROOF FRAMING PLAN, HIGH ROOF FRAMING PLAN G4:Wgo] a9VA�LTA1.101 w ODOOR NO CONE -X— PARTITION TYPE OII WINDOW NO 0'-0" PROJECT ELEVATION HEIGHT KEY INDICATES DESIRED ALIGNMENT INOF FINISHED SURFACES CENTERLINE p DETAIL DESIGNATION A000 DRAWING SHEET NUMBER o � - SECTION/ELEVATION NUMBER A000 -_ DRAWING SHEET NUMBER 12"ON LEVELING ATE GCOMPOUND ON LEVELING COMPOUND AND MUD SET PAVER "ON SAN LATE STONE PAVERS BE SANG AND GRAVEL BED --- 3" X 3" DAL TILE FLOORING -- - - - - - ON LEVELING COMPOUND - ----- AND MUD SET O STEEL COLUMN SECTION BREAK 0 FLOOR AIR REGISTER SUMMARY OF TOTAL THERMAL RATING IF THE TOTAL THERMAL RATING IS ZERO (0) OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING ENVELOPE COMPLIES WITH THE ENERGY CODE AREA U -VALUE THERMAL TABLE RATING USED A ROOFCEIUNG 3050 .033 47 6-3 1405 033 21 6-3 B NET WALLS 2951 .052 291 6-1 C GLAZING WINDOW 1331 32 -224 6-1 WNDOW SKYLIGHTS 251 AS -125 6-1 01, FLOORS 4454 033 56 6-3 D2. BASEMENT/ CELLAR WALLS FEET WALL PERIMETER FEET EXPOSURE ABOVE GRADE WALL U -VALUE DEPTH OF WALL U -VALUE - - INCHES N/A BELOW GRADE D3 SLAB INSULATION FEET N/A E INFILTRATION CONTROL SOFT N/A CONDITIONED FLOOR AREA F SOUTH FACADE GLAZING SOUTH GLASSTFOTAL GLASS PERCENT GL AREA/ GROSS WALL AREA PERCENT CONDITIONED FLOOR AREA SO FT N/A TOTAL THERMAL RATING 76 REVISIONS FOUNDATION REVISION - NORTH EDGE LAYOUT 040403 PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK IDRAWING LIST, SITE DEMO PLAN, ,SITE PLAN, SOUTH ELEVATION SYMBOLS KEY, THERMAL SCHEDULE PLUMBING RISER DIAGRAM Yawn OaYe Scale ,aP��, a. e ON i 111POO°s1 ,.a. „IaT� „a a INO 1 LJ ,ir< f,a' OR AS BE 0 SITE PLAN, DEMO SITE PLAN, SOUTH ELEVATION, PLUMBING RISER DIAGRAM ED 0 CONSTRUCTION PLAN LOWER LEVEL B1.1 CONSTRUCTION PLAN MAIN LEVEL Bi 2 CONSTRUCTION PLAN PARTIAL ROOF B1 3 CONSTRUCTION PLAN ROOF BI 4 GUEST WING PLAN, POWER ANDTELEPHONE, SECTION ELEVATION, ELEVATIONS B20 LOWER LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE EDI MAIN LEVEL REFLECTED CEILING PLAN, POWER AND TELEPHONE HIS i ELEVATIONS SOUTH AND NORTH E3 2 ELEVATIONS EAST AND WEST B3 3 SECTION ELEVATIONS 034 SECTION ELEVATIONS 33 5 DETAILS, WALL TYPES E36 FIREPLACE DETAILS Si 0 FIRST FLOOR FRAMING AND FOUNDATION PLAN, LOW ROOF FRAMING PLAN, HIGH ROOF FRAMING PLAN G4:Wgo] a9VA�LTA1.101 w ODOOR NO CONE -X— PARTITION TYPE OII WINDOW NO 0'-0" PROJECT ELEVATION HEIGHT KEY INDICATES DESIRED ALIGNMENT INOF FINISHED SURFACES CENTERLINE p DETAIL DESIGNATION A000 DRAWING SHEET NUMBER o � - SECTION/ELEVATION NUMBER A000 -_ DRAWING SHEET NUMBER 12"ON LEVELING ATE GCOMPOUND ON LEVELING COMPOUND AND MUD SET PAVER "ON SAN LATE STONE PAVERS BE SANG AND GRAVEL BED --- 3" X 3" DAL TILE FLOORING -- - - - - - ON LEVELING COMPOUND - ----- AND MUD SET O STEEL COLUMN SECTION BREAK 0 FLOOR AIR REGISTER SUMMARY OF TOTAL THERMAL RATING IF THE TOTAL THERMAL RATING IS ZERO (0) OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING ENVELOPE COMPLIES WITH THE ENERGY CODE AREA U -VALUE THERMAL TABLE RATING USED A ROOFCEIUNG 3050 .033 47 6-3 1405 033 21 6-3 B NET WALLS 2951 .052 291 6-1 C GLAZING WINDOW 1331 32 -224 6-1 WNDOW SKYLIGHTS 251 AS -125 6-1 01, FLOORS 4454 033 56 6-3 D2. BASEMENT/ CELLAR WALLS FEET WALL PERIMETER FEET EXPOSURE ABOVE GRADE WALL U -VALUE DEPTH OF WALL U -VALUE - - INCHES N/A BELOW GRADE D3 SLAB INSULATION FEET N/A E INFILTRATION CONTROL SOFT N/A CONDITIONED FLOOR AREA F SOUTH FACADE GLAZING SOUTH GLASSTFOTAL GLASS PERCENT GL AREA/ GROSS WALL AREA PERCENT CONDITIONED FLOOR AREA SO FT N/A TOTAL THERMAL RATING 76 REVISIONS FOUNDATION REVISION - NORTH EDGE LAYOUT 040403 PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK IDRAWING LIST, SITE DEMO PLAN, ,SITE PLAN, SOUTH ELEVATION SYMBOLS KEY, THERMAL SCHEDULE PLUMBING RISER DIAGRAM Yawn OaYe Scale prawm9 No V" 20--Y- 0'-0"022002 022002 OR AS NOTED BO.O - Checl<atl Appravetl PA Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 OF FINISH E TO" GRID JT ON 3'-0" GRID DO NORTH EDGE LAYOUT 040403 ( D PELLEGRINI RESIDENCE HOME PIKE ROAD MATTITUCK CREEK CELLAR LEVEL PLAN Data 02 20 02 I 1/4"=V-13" PA Drawing No B1.0 I� Stamberg Aferiat Architecture 126 Fifth Avenue, NY NY 10011 -pi-KE S_ 55-00' p0,, W AF S 64 - "?7, F ()� n 61.\ >O, O l �'� Ai G\�UiP e4pA,G j. / � \R fico WSW S S20 Q� 6' 1 \ \ZONE 4F ` ZONE\XFC�T�� Fit I 1 �.., �1emaTsenn;G cc: c)pHln1 T• Lf I — I fCN�d °yt 0.O D� 1 rn 61 0 S forma o 4 MMm f�P�,f. 516 G 1 �yf G 50N. CcS{,oN�iP \PES f�NGt J -T I SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-114-01-04 SCALE 1"=30' NOVEMBER 1, 1999 JULY 12, 2000 LOCATED WETLAND FLAGS AUGUST 23, 2000 LOCATED TREES APRIL 2, 2001 ADDED PROPOSED HOUSE MAY 15, 2001 ADDED WATER LINES JANUARY 31, ADDED OFFSETS FROM PROP, HOUSE & EXIST. GARAGE TO ROAD OCTOBER 31, 2002 ADDED FOUNDATION OFFSET STAKES JANUARY 3, 2006 FOUNDATION LOCATION APRIL 28, 2006 ADDED PROPOSED POOL SEPTEMBER 5, 2006 FINAL SURVEY ON HOUSE OCTOBER 17, 2006 ADDED DISTANCE FROM WELL TO CESSPOOL OCTOBER 31, 2006 ADDED TIE DISTANCES TO WELL AREA = 94,798.97 sq. ft. (TO TIE LINE) 2.176 ac. CERTIFIED TO: EDWARD SOLOMON NOTE: 1. LOT NUMBERS SHOV'N THUS: LOTO REFER TO MAP OF POINT PLEASANT FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 17, 1916 AS FILE No. 720 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE X' AREAS OF 500 -YEAR FLOOD; AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD. ZONE XAREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTASUSHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NJ YORK STATE IANO TIRE ASSOCIATION. �{ UNAUTHORIZED ALTERATON OR ADDFON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEA ALL SHNOT BE CONSIDERED TO BE A VAUD TRUE COPY, CERI'IFlCATONS INDICATED HEREON SHALL RUN ONLY TD THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSITNTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSD- TUIION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. Joseph A. Ingegno Land Surveyor Title Surveys — Subdivisions — Sit. Plsns — C.BBb-UCGPO LsyaUl PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADORE° 322 ROANOKE AVENUE P.0 HPK 1' RIVERHEAD New York 11901 RrverhsOd, New Y0, 901-0965 S \ �.., �1emaTsenn;G cc: c)pHln1 T• Lf I — I fCN�d °yt 0.O D� 1 rn 61 0 S forma o 4 MMm f�P�,f. 516 G 1 �yf G 50N. CcS{,oN�iP \PES f�NGt J -T I SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-114-01-04 SCALE 1"=30' NOVEMBER 1, 1999 JULY 12, 2000 LOCATED WETLAND FLAGS AUGUST 23, 2000 LOCATED TREES APRIL 2, 2001 ADDED PROPOSED HOUSE MAY 15, 2001 ADDED WATER LINES JANUARY 31, ADDED OFFSETS FROM PROP, HOUSE & EXIST. GARAGE TO ROAD OCTOBER 31, 2002 ADDED FOUNDATION OFFSET STAKES JANUARY 3, 2006 FOUNDATION LOCATION APRIL 28, 2006 ADDED PROPOSED POOL SEPTEMBER 5, 2006 FINAL SURVEY ON HOUSE OCTOBER 17, 2006 ADDED DISTANCE FROM WELL TO CESSPOOL OCTOBER 31, 2006 ADDED TIE DISTANCES TO WELL AREA = 94,798.97 sq. ft. (TO TIE LINE) 2.176 ac. CERTIFIED TO: EDWARD SOLOMON NOTE: 1. LOT NUMBERS SHOV'N THUS: LOTO REFER TO MAP OF POINT PLEASANT FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 17, 1916 AS FILE No. 720 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO481 G ZONE AE BASE FLOOD ELEVATIONS DETERMINED ZONE X' AREAS OF 500 -YEAR FLOOD; AREAS OF 100 -YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 100 -YEAR FLOOD. ZONE XAREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTASUSHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NJ YORK STATE IANO TIRE ASSOCIATION. �{ UNAUTHORIZED ALTERATON OR ADDFON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEA ALL SHNOT BE CONSIDERED TO BE A VAUD TRUE COPY, CERI'IFlCATONS INDICATED HEREON SHALL RUN ONLY TD THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSITNTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSD- TUIION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. Joseph A. Ingegno Land Surveyor Title Surveys — Subdivisions — Sit. Plsns — C.BBb-UCGPO LsyaUl PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADORE° 322 ROANOKE AVENUE P.0 HPK 1' RIVERHEAD New York 11901 RrverhsOd, New Y0, 901-0965 1!+ ,L AL a, B _ ° 98, V� lz_ \ \ eY°?NrCT C _ \ C]EN BG, 4' 14 —�_�\� \� WEwRYb AS � AG\a(Y rg FIVAN, IB- —Y 126 i �\ �\ �\ �� \Dao NcbW\\ S 20—M,AA4206' odt zyU z{—�<� 28 - - [k.2 �A° 5S/ �� �� S ` ` �� \ as / \ paw \ 66.08, � � � � A� S3. 36„ F Y, as03, S ..D,V� �/ V CHm�Fa( 6.0. Ci v j..RcAw 9g 03 T �T r v„iv-1,] Sty f .,sys�N° 1 +RG \ 1050 t >_09/w E, E, VA m A VON�rrsCPyV 55, ? .o HE 1 ELL( \ I IA CL a SIT a� . N -.. .Lv 1 N C FFIIL 1 11 R-30.0 IAA, + ,. -do °4ti, v 5A I 110, S n 0 va a SOu �o A'/ ;s/ F `G POC Cwv�0 11 of 1 ,, T p1D lo!� 1'1� NI pUMR 1LTY1. v \� X d � SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-114-01-04 SCALE 1"=30' NOVEMBER 1, 1999 JULY 12, 2000 LOCATED WETLAND FLAGS AUGUST 23, 2000 LOCATED TREES APRIL 2 2001 ADDED PROPOSED HOUSE MAY 15, 2001 ADDED WATER LINES (,NIJ'RI 'I, ODCIEG OFFSETS FROM PROP, HOUSE & EXIST GARAGE TO ROAD ICT, )BER °,'I, 2002 ADDED FOUNDATION OFFSET STAKES JANILARY 3, 2006 FOUNDATION _,_)CATION AREA = 94,798.97 sq. ff. (TO TIE 'LINE) 2.176 Go. CERTIFIED TO ROBERT PELLEGRINI G...,,," F r -_(4 (F1, Ii I, I JAN 12 L1v I,JLO TEST HOLE DATA A(OTE 1Tc'Si HOLE DU.. 61 MAGNA D GFTS'FNyE ON JANUAFr 5 20011 1, LOT NUMBERS SHOWN THUS: LOT( 1 REFER TO MAF OF' POINT FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY :+ ON MAY 17, 1916 AS FILE No 720 2. ELEVATIONS ARE REFERENCED TO N,G.V,D 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: L, EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - - 10- - - - 4. FLOOD ZONE INFORMATION TAKEN FROM. IQ INS-:... .P FLOOD INSURANCE RATE MAP No. 3610300481 G /I NF ,Ar PEVA-LiIFTC EIF.ATV IN-- LETEFMINED T TI IY /,-VLSI, OF `-r,rl YEAR FLLIOD, AREAS OF 100 -YEAR eV1H A;EH'AGE GIFT[ I l; IL-' IHAN I TOrIT I)R WITH DRAINAGE ARE\_ LE=C THAN 'I.ARF_ NEI �NL , AAREAS PRFITECTED �UrA TiF=F FF BY _EVEES Fh, M "-G� ' "I 1A x 4ISPEF4'NIIW I' _, HE 21111' FEE SEE YEAR FLC�UDPLAIV UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEI IS A VIOLATION OF SECTION 7209 OF THE NEW CORK STATE EDUCATION LAW, COPIES OF THIS SURVEI MAP NOT BEARING THE LAND SURVCTOR'S INKED SEAL OP EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON 5HALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENC, AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE .ENOING INSTI- TUTION CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS - AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PEFARED IN AL,_nRDANLE WITH IHE AUNIMUM STANDARD` FDR TITLE PROVE AS D ADO15HED B` HC L,nLo AND APPROVED AND ADOPTEG Joseph A. Ingegno FIT” EAHS ,SEH, THE NEW ,E,RK STATE LAND Land Surveyor ,,SOF (yy CR4 yAIIIN H NCC S�QN CZ Title Surveys - Subdivisions - Site Plans - COnshucban Layout O 6� $ PHONE (631)727-2090 Fav (831)727-1727 OFFICES LOCATED AT MAILING ADDRESS U- Nc 69568 322 ROANOKE AVENUE P 0, Box 1931 (�S RIVERHEAD New York 11901 Riverhead, New York 11901-0965 lCQ