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Home My WebLink About34866-ZFORM NO. 4 TOWN OF SOLFfHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34745 Date: 12/16/10 THIS CERTIFIES that the building ALTERATIONS/ADDITIONS Location of Property: 495 PADDOCK WAY (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 107 Block 4 Lot 2.10 Subdivision Filed Map No. Lot No. MATTITUCK conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 16, 2008 purs,,mnt to which Building Permit No. 34866-Z dated JULY 15, 2009 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 ALTERATIONS AND ADDITIONS, INCLUDING TERRACE AND COVERED PORCH,TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. · ~ne certificate is issued to SHAWN P & JAYNE C FITZGEKALD (OWNER) of the aforesaid building. SUFFOLK COUNTYDEPARTMENT OF II~ALTHAPPROVAL Ri0-08-0111 EI~Et-rKIC3%L CIlRTIFICAT~ NO. 09-8590 PLUMBERS CERTIFICATION DA'rmu 06/03/10 PATRICK DOLAN lO/11/1o 06/24/10 U/ture Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34866 Z Date JULY 15, 2009 Permission is hereby granted to: SHAWN P FITZGEP~ALD 205 CIRCLE DRIVE PLANDOME MANOR,NY 11030 for : ADDITIONS/ALTERaTIONS TO EXISTING SFD PER APPROVED PLANS AS APP'D FOR. DEMO EXISITING POOL HOUSE CONSTRUCT NEW POOL HOUSE 2 CO'S REQ'D at premises located at County Tax Map NO. 473889 Section 107 pursuant to application dated DECEMBER Building Inspector to expire on JI~NUARY 495 PADDOCK WAY MATTITUCK Block 0004 Lot No. 002.010 16, 2008 and approved by the 15, 2011. Fee $ 2,256.50 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with A. For new building or new use: 1. Final survey °f property with accurate location of all buildings, p~-operty lines, streets, and unus~ topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S_9 form). 3. Approval of electrical installation from Board o f Fire Underwriters. I ~wing:; 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 Pl.anning 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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 New Construction: Location of Property: Old or Pre-existing Building: Date. House No. Street (check one) Hamlet Owner or Owners of Property: ~ '~ ~ $~ Suffolk County Tax Map No 1000, Section Subdivision IxYOk..'~:' ~IT 4'~13~) ~c'~'~/C3q:E~ FiledMap. PermitNo. ~4~{~-~ DateofPermit. '7-[%'~OC~ Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $_ ~-'~ , #0 Final Certificate: Lot: (check one) Electrical Inspectors, Inc. 308 East Meadow Avenue East Meadow. NY I 1554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5854 Website: www.eleclricalinspec)ors.com Email: in fo~electricalinspectors.com Mail To: Ranaldo Electrical Contractors, Inc. Shawn Ranaldo 25 Spruce Avenue Bethpage, NY 11714 License#: 45283-ME Certi~cate lVum6er: 09-8590 Municipal#y: Southold. Town Of Inspector: 124 Issue Date: 6/24/2010 Property Address: Fitzgerald 495 Paddock Way Mattituck, NY 11952 ELECTRICAL APPR 0 VAL CER TIFICA TE Section: 107 Block: 04 Lot: 11 AREAS LISTED BELOW ARE APPROVED BY INSPECTION AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Iqo visual defects were found for the electrical inspection provided. No obvious unsatisfactory conditions were found in the areas herein below only. Residential inspection Basement: Storage Boom 1st Floor: Bathroom, Bedroom, Dining Room, Foyer, Kitchen, Mud Boom, Porch, Playroom, Patio 2nd Floor: Bathroom. 3 Bedroomg, Hall, Master Bathroom. Ma~ter Bedroom, Sitting Boom 93- Duplex Receptacles. 13- GFI Receptacles, 2- Bingl* R~cePtacles. 1- 30Amp Single Rec,ptacle. 44- Switches, 43- Dimmer& l- 40,4rap Own, 1- 30Amp Cook Top, 1- Dishwash*r. 2- Paddle Fan Outlets, 2d Ft. of Trac Lights, 1- 40~mp ~/C Condensor, 3- 30,~mp ~I/C Condensors, 3. 15~mp,~/C Blowers. 1- 20,~mp,~/C Blower, 6- Heat Fractional Motors, 4- CO Alarms. 300,~mp Single Phase Underground Service Upgrade,/CB/l Meter, 1 $O,~mp Single Phase Main Panel/30Ckts/3 3 Used. 150,~mp Single Phase Main Panel/3OCkts/$2 Used.* Rough ll/18/09 Final 6/23/10 R/chard M. Bivono President authorized EII Agent Chief Electrical Inspector ~t t '-'' CERTIFICATION Building Permit No. Owner: Plumber: 2~l.(,Please print) (Please print) Date:~O~ I certify that the solder used in the water supply system contains less than 2/1.9 of 1% (Plumbers Signature) Sworn to before me this ,..~k,~ day of ~, 20 l0 Notary Public, ~~County Commls~on ~ ~ &, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING I STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ~h, ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~]/IIOUGH PLBG. ] FOUNDATION 2ND ~[ ]\INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION l ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RESISTANT CONSTRUCTION ?~r-FIRE~/. RESISTANT PENETRATION RRE REMARKS: INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ [ ] ROUGH PLBG. ~ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE /! ~- ~5 - , ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [~)~J~l NSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT ~NETRATION DATE INSPECTOR ~~ INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION ~C~ FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE "~- / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS/UL~N [ ] FRAMING / STRAPPING [ ~]"'FINJ~. ~// [ ] FIREPLACE & CHIMNEY [ ]FIRE S~IFETY INSPECTION [ ] FIRE RESlS'TAI&I'~ com~uCTmN [ ] RRE RESlST~E'mATION TOWI~ OF SOUTHOLD BUILDING DEPA-RTMENT TOWN HAI~L SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net i Examined I ~7~' ~'~ ,20(-' Approved "} I t~'~ ,20 Disapproved a/c Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: ~t~ ~-r-/4b, Mail to: ,~IA/~' Phone: 517~ Building Inspector APPLICATION FOR BUILDING PERMIT Date ./~>~_.~-~:tm.8:~/~ ~ , 20 Ds INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on [he premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department lbr the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and/tregulatlOn~, and to admit authorized inspectors on premises and in building for necessary inspections. /~--~// ~ ~'"'~S~/g~l~r~/of a~pl{cant o~' ~'-a ~e, it' a corporation) ~Mailin " / /~ ~ g auoress of apphcant) State whether applic~t is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ,~"'d?/~xf/~ ~,~r/~-O~'O ~'r/-ZGW/z,~t-I> ,~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /t~7 Block ~- Lot Subdivision IA/~r..P pti' tt>iPA~P ~f-P, at-,]~-~ Filed Map No. Lot /I 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction': a. Existing use and occupancy b. Intended use and occupancy ! ,,-! · 3. Nature of work (check which applicable): New Building. Repair Removal ?#~t,/'h~$e Demolition Other Work Estimated Cost If dwelling, number of dwelling units If garage, number of cars . (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~/0't--~" Rear o~LP'' Depth Height ~]"-'0" Number of Stories g- Dimensions of same structure with alterations or additions: Front 4/2. Depth .~;'--¢" Height ~lCp" 8. Dimensions of entire new construction: Front Height ~ ~_~ t, Number of Stories 9. Size of lot: Front ~O~.~l t Re~ ~.l¢/ Rear'*/ Number of Stories Rear Z4' - ~ .Depth / j t._ q" Depth 10. Date of Purchase J~'*~'fi ~'t ZooO Name of Former Owner ~//(,,'~.,N A4 ~./~L.- 11. Zone or use district in which premises are situated 12. Does proposed construction violate ~y zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-~aded? YES NO ~ Will excess fill be removed from premises? YES ~ NO 14. Names of Owner of premises ~ ~t rZ~ddress ~,~lt~ Phone No. Name of Architect ~r~ Address ~1 ~. ~ ~¢/~Phone No Name of Contractor Address Phone No. 15 a. Is this prope~y within 100 feet cfa tidal wetl~d or a ~eshwater wetl~d? *YES __NO * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this prope~y within 300 feet cfa tidal wetl~d? * YES ~ NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide sury_ey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~' · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF~,~k ) ~c~,.) c -~[6~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual siglfing coutract) above named, (S,.e is the &~ //41 c~',~¢z~ (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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn ~before me th~s ~ day of ]x~.~L~r ~ Notary Public ROBERT DURAND Notary Public, State of New York '~ No. 01DU6184006 20 0~Qualified in New York County Commission Expire~ Mar ~4, ~012 Signature of Applicant I [~::~'O --/0-~" ~'~-, I ~:::~ TOWN OF SOUTHOLD PROPERTY RECORD CARD O--WN ER STREET /-~q~ VILLAGE DIST. SUB. LOT RI~,'IAR~S .,....~ Co 5-.;12~r,,'7 ', LAND IMP. TOTAL DATE / Of/~/¢~ ~o~ /~o /?~o~ ~/,h~ FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLA~ .U~H~O HOUS~O~ TOTAL COLOR TRIM - M Bldg. ~ ~. ~( Z/"~ -' ~' ~ ~.60 ~ ~ Foundation ~ Bath ~ ~ Dinette ~-~ FULL Extension 2~ ~ ~ ~ ~ ~0 Basement CR~ ~. ~. Floors ~o Kit. ~xtens~on Z 5 ~ ~q = ~ ~ ~,~ ~ 20~0 Ext. Walls .~ ~, Interior Finish L.R. Extension ~ ~ ~ ~ B = 3 I Z ~,~ ~ (~ ~ Fire Place ~ Heat . B.P. ~i~ ~ ~ ~ ~ O : ~ 0 . JO ~ Woodstove Porch . . ~ , : . D6rmer . Fin. B, ' · Z~ Breezeway Rooms 1st Floor C~a~,o,, .~,~ ~r~ ~& ~ /~ ~4 ~ ~ Driveway R~ms2nd Floor O.B.. ~ pool ~ ~ 1000-107 - 4 - 2.10 STORM-WATER~ GRADING; DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Ye__~s N~o I Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? X I ~ (This item will include all run-off created by site cleadng and/or construction activities as well as all Site -- Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Dm nage Structures Indicating Size & Location? X r'~ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! -- 3 wm this Project Require any Land Filling, Grading or Excavation where there is a change to the Na[ural r'~ x Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? ~ -- 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of r'~ x Five Thousand (5,000) Square Feet of Ground Surface? ~ -- 5 s there a Natural Water Course Running through the Site? N X Is this Project within the Trustees jurisdiction or w h n One Hundred (100') feet of a Wet/and or Beach? ~ -- 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to r'~ x one Hundred (100') of Horizontal Distance? L~J -- 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off [''"1 X into and/or in the direction of a Town right-of-way? ~ -- 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of N X any Item Within the Town Right-of-Way or Road Shoulder Ama? L~J -- (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? N X NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Perm/ti EXEMPTION: Ye~s N._~o Does this project meet the minimum standards for classification as an Agricultural Project? X Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl -- -- STATE OF NEW YORK, COUNTY OF ........................................... SS Thomas C. Wolpert That I ................................................................................. being duls' s~vom, deposes mhd says dmt he/she is dm applicant for Permit, (Name of indiv}dual signing Documenl) A~d that be/she is thc Agent for Applicant (Owner. Contractor, Agent. Corporate Officer. etc.) Ownm and/oi representative of the Owner ot Ow mrs, and s du } author zed to perform or have performed the said work and to make and file this application; that all statements contained in this applica~/on are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ........ I1~.. ·.~. ............................. day of .....~......C..e.....~>..~ ................ 20..O...~ Notary Public: ~..._~..:..~ ........................ A ~~'""~'":'"'~'""~' '~ ~--~ ~1~ (Signature of Applicant) /Agent FORM - 06~07 O~e~mi$$ion Ex, ires November 75~) Ingle & Separate Search Required? Y or~Determinalion. ~Q. Front~ ~ ACT. Front ~Q Side ACT. Side_ . _ NEQ. Rear~_ PROP Rear ~0. lteighl ACT. IJeigh/~ ~'NS'S ('()1)I' ((mq>liaucc (i)aKc 2): 5 ,n N Fh:!J] J ~33y: i ~ ,,%qq ,,, wo STATE CODE C(}MPLIANCE (!IlF~( K1LIST (LIMAI IC,,(fl: ( ) _TIDXI H][~ DE}SION CRITERIA: (;rountl SHow Load: 45 / Wind Speed: 120MPH Wea0, ering:Severe ~'_ Frost Depth: 36" Design Temp II ¢~' Ice SlHeld Underlay ~S ~"~lood [{a~ards: t~S~/OCCm, A~C~ c~xssm~c~r~ox: S~ Town llall Annex 54375 Mare Road P.O. l'h)x 1179 Soufl~old, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BIilLDING I)I';PARTMI';NT TOWN OF $OUTHOLD November 30, 2010 .Shawn Fitzgerald 205 Circle Drive Plandome Manor, NY 11030 RE: 495 Paddock Way, Mattituck TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy ~ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~ A fee of $50.00. __ Final Health Department approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34866-Z alterations/additions FINK & PLATT ARCHITECTS 347 W 36TH ST 1202 NEW YORK NY ~00~$ TEL 212 63~ 0675 FAX 212 695 3056 FINKANDPLATT.COM MEMO DATE: TO: FROM: PAGES: RE: 12/5/08 Town of Southold, Building Department Arthur Platt FitzGerald Residence, 495 Paddock Way, Mattituck, New York County tax Map: 1000.107.04.2-10 ATTACHMENT "A' BUILDING PERMIT FEE CALCULATION Based on "New Permit Fee Schedule" (effective January 1, 2007) MAIN HOUSE POOL HOUSE First Floor 2,592 sf alterations Second Floor 2,592 st alterations Mud Room 108 sf addition TOTAL 5,292 sf alterations/addition 5,292 si-850 si= 4,442 sfx .40= $1777 +$200 BASE FEE= Floor Area 323sf new construction 323 sf is less than 500 si, thus $100 BASE FEE only applies REMOVE EXISTING POOL HOUSE Floor Area 323sf existing 323 si- 300 si-- 23 sf x.30= $6.90 + $70 BASE FEE , $76.90 TOTAL FEE FINK& PLATT ARCHITECTS 347 W 35TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT+COM TRANSMITTAL DATE: TO: ATTN: FROM: RE: 12/5/08 TOWN OF SOUTHOLD BUILDING DEPARTMENT Arthur Platt ALTERATIONS, ADDITION & POOL HOUSE FitzGerald Residence 495 Paddock Way (Wolf Pit Pond Estates) Mattituck, NY Tax Map: 1000-107-04-2.10 Dear Southold Building Department, Please find enclosed the following required items: ARCHITECTURAL & STRUCTURAL DRAWINGS (4 stamped sets) · Check to TOWN OF SOUTHOLD for filing fee · ATTACHMENT 'A'- Fee Calculation Memo ~he following shall be furnished by Young & Young Civil Engineers: STORMWATER ASSESMENT FORM Property Survey (updated to show all existing and proposed structures) We shall furnish all Suffolk Coun~ Contractor License information with insurance certificates once a Contractor is awarded the job. Please do not hesitate to contact me with any questions. Thank you, Arthur Platt~ AIA YOUNG & YOUNG 400 Ostrander Avenue PJverhead, New ~ork 11901 Telephone 631-727-2303 Facsimile 631-727-0144 admin~°youngengineering, corn HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect DOUGLAS E. ADAMS, Professional Engineer December 11, 2008 Town of Southold Building Department Town Hall Annex Building 54375 State Route 25 P.O. Box 1179 Southold, New York 11971-0959 RE: SHAWN P. FITZGERALD & 30LYNE C. FITZGERALD Lot 11, "Wolf Pit Pond Estates" at Mattituck, T/O Southold, New York (08-0333) Dear Sir or Madam: Enclosed are the following items: 3. 4. 5. 6. 7. application fee - applicant's check no. 2879 payable to "Town of Southold" in the amount of Two Thousand One Hundred Fifty- Three Dollars & Ninety Cents ($2,153.90), one (1) original - Fink & Platt Architects transmittal letter dated December 5, 2008, one (1) original - Town of Southold Application for Building Permit dated December 5, 2008, one (1) original - Fink & Platt Architects Attachment "A" - Building Permit Fee Calculation, one (1) original - Town of Southold Erosion, Sedimentation & Storm-Water Run-Off Assessment Form, four(4) prints - Building Permit Survey (Sheets 1-5 of 5) last dated November 10, 2008, and four (4)prints - Building Plans dated December 5, 2008 preparedby Fink & Platt Architects. tf you have any questions regarding this application, please contact us. TCW/mal Encl. CC: Fink & Platt Architects A~-I'N: Mr. Arthur Platt + Encl. Very truly yours, Thomas C. Wolpert + 2 Sets of Prints Planning Engineering Land Surveying Architecture TRANSMITTAL DATE: TO: ATTN: FROM: RE: ' FINK& PLATT ARCHITECTS 347 W 36TH ST 1202 NEW YORK NY 10015 TEL 212 631 0575 FAX 212 695 3056 FINKANDPLATT.COM 2127109 BUILDING DEPARTMENT, TOWN OF SOUTHOLD Ms. Vicki Toth Arthur Platt REVISED / DRAFT SUBMISSION FitzGerald Residence 495 Paddock Way (Wolf Pit Pond Estates) Mattituck, NY Tax Map: 1000-107-04-2.10 Bt~. DEPT. _ TOWN OF SOUTHOt§ Dear Ms. Toth, Please find enclosed the following Architectural (Main House & Pool House), Plumbing and Structural drawings. I have annotated sheet numbers where you may find the information you required after our initial submission. I have also included a stamped copy of the REScheck for "envelope". Our mechanical engineer is away but I will have her submit the REScheck for "mechanical" with our final stamped submission. MAIN HOUSE A0 A01 A001-3 Al01-4 A201-3 A211-12 A220 A301-2 A411 POOL HOUSE PH-1 &2 Cover sheet w/ Climatic and Geographic Design Criteria included Mudroom addition has grown, since initial submission, by 27sr. Ice Barrier underlayment shown on roof plan Windborne debris protection compliance Window and exterior door schedule included. Window nos. 12-16 shall be modified for egress. Stair details included Indoor shower removed PLUMBING P501- Plumbing riser diagram included STRUCTURAL S1- S6 Design load calculations included and nailing schedule referenced on S6 Please do not hesitate to contact me with any questions. Arthur Platt, AIA TRANSMITTAL DATE: TO: ATTN: FROM: RE: FINK & PLATT ARCHITECTS 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT, COM 6/30/09 BUILDING DEPARTMENT, TOWN OF SOUTHOLD Ms. Vicki Toth Arthur Platt PERMIT SUBMISSION FitzGerald Residence 495 Paddock Way (Wolf Pit Pond Estates) Mattituck, NY Tax Map: 1000-107-04-2.10 JUL 6 2009 BLDG. DEPT. TOWN OF SOUTHOLD Dear Ms. Toth, Please find enclosed the following: · 3 Stamped Sets Architectural (Main House & Pool House), Plumbing and Structural drawings. · 1 Stamped Reschek- For envelope and mechanical systems. I understand that the unstamped set I issued to you on February 27, 2009 satisfied all of your December 19, 2008 comments except for the "nailing schedule". You will now find that item on sheet S-6. Since the Owners may wish to proceed with some pool house work, we have decided to include that scope for the 12 month period from issuance of permit. Thank you for your helpful input along the way. Please do not hesitate to contact me with any questions. Arthur Platt, AIA FINK& PLATT ARCHITECTS 347 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT,COM TRANSMITTAL DATE: TO: ATTN: FROM: RE: ENCL: 10/27/2010 Town of Southold Building Department Arthur Platt, Fink & Platt Architects Southold Building Permit no. 34866 (dated July 15, 2009) Caruso-FitzGerald Residence: 495 Paddock Way, Mattituck, NY 11952 County Tax Map No. 1000-107-04-2.10 Main House- Final Stamped Survey (approved by Suffolk County Dept. Health Services) Main House- "Notice Private Well"- SCDHS document confirming approved water analysis. Dear Town of Southold Building Department, Please find enclosed the above referenced original documents. I understand that these shall allow the Building Department to prepare a Certificate of Occupancy for the main house. The owners elected to hold on the all permitted work at the Pool house. However, since that permit approval is over a year old, I understand that any work commencement there will require a renewed permit. Do not hesitate to contact me should my input be required to allow the owners to obtain the Certificate of Occupancy for the main house. Thank~ Arthur Platt, AIA cc. Shawn FitzGerald (with duplicate originals of enclosures) Thomas C. Wolpcrt, Young & Young (wilhout enclosures) YOUNG & YOUNG 400 Ostrander Avenue Riverhead, New York 11901 Telephone 631-727-2303 Facsimile 631-727-0144 admin@youngengineering, com HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect DOUGLAS E. ADAMS, Professional Engineer Aq-I'N: Connie Town of Southold 54375 Route 25 P.O. Box 1179 $outhold, New York 11971-0959 December 17, 2010 RE: SHAWN P. FZTZGERALD & 3OLYNE C. FZTZGERALD Lot 11, "Wolf Pit Pond Estates" at Mattituck, T/O Southold, New York (10-0087) Dear Connie: Enclosed is one (1) set of the Final Survey (Sheets i & 2 of 2) last dated ]une 22, 2010 bearing the SCDHS stamp of approval of constructed works dated October 21, 2010, for your use. TCW/mal Encl. Very truly yours, Thomas C. Wolpert Planning Engineering Land Surveying Architecture Consumer Affairs License Search Page 1 of 1 Consumer Affairs Steve Levy County Executive Denis J. McEIligott Commissioner Suffolk County Contractors License Search Please enter the telephone or license number of the contractor you are searching for. Do not assume that the party you are researching is not licensed if no results are returned. For further verification, please call the Office of Consumer Affairs at (631) 853-4600 Monday through Friday, from 9am to 4 pm. License #: ]46565 Enter numbers only. Telephone #: 516~'~- 5201~- {0818 Licensee / Salesperson Company Address Phone License Type Issue Expire License Name # Date Date Category 25 KEATS T NI'CHAELS (516) 20- 01- THOMAS COURT CONTRACTING 520- 46565 H Aug- Aug- H1 - GC PRISCO BETHPAGF INC 0818 09 11 NY 11714 Printable Version Click here for a complete list of license types. Legal Disclaimer http://www.co.suffolk.ny.us/Consumer%20Affairs/ContractorSearch/Default.aspx 8/20/2009 ACORD. CERTIFICATE OF LIABILITY INSURANCE / DATE (MMIDD/YYYY) TMICH- 1 ! 07/22/09 PRODUCER Affiliated Agency, 255 Executive Dr. Plainview NY 11803 Phone:516-576-0166 suite 308 INSURED Fax:516-576-0168 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. T. Michaels Contracting inc. 25 Keats Court Bethpage NY 11747 INSURERS AFFORDING COVERAGE I NAIC # INSURER O: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN iS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE DEEN REDUCED SY PAJD CLAIMS LTRI"SRI TYPE OF INSURANCE POLICY NUMBER DATE {MM/DD/'f'YI DATE IM MIDD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE i $ 10 0 0 0 0 0 A X COMMERCIAL GENERAL LIABILITY LHB1000573 12/08/08 12/08/09 PREMISES (Ea occurence) $ 100000 I CLAIMSMADE [] OCCUR MEDEXP(anyoneperson} $ 5000 PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGO $ 2000000 IPOLICY r~ PRO- -- EXCESS/UMERELLA LIAEIILITY EACH OCCURRENCE $ WORKERS COMPENSATION AND TORY L~IMITS j L EMPLOyERs' LL~SIL[W EL EACH ACCIDENT CERTIFICATE HOLDER ;ANCELLATION TOWNS01 TOWN OF SOUTHOLD P.O. BOX 1179 SOUTHOLD NY 11971 ACORD 25 (2001108) SHOULD ANY OF THE AEOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES* AU ~Z RE~REBEN~TAT ~ACOR -- D CORPORATION 198s New York State Insurance Fund Workers~ Compensation & Disability Benefits Specialists Since 1914 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 Phone: (888) 997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE LOVELL SAFETY MGMT CO., LLC 110 WILL~AM STREET 12TH FLR NEW YORK NY 10038 POLICYHOLOER T MICHAELS CONTRACTING INC 25 KEATS CT BETHPAGE NY 11714 I CERTIFICATE HOLDER TOWN OF SOUTHOLD P O BOX 1179 SOUTHOLD NY 11971 ,I POLICY ~uMBER ~ CERTIFICATE N~j~BER i, PERioD C0VPRED BY THiS ~R~iFIcATE DATE [ . G 1007 641-2 ~729615 ~ 04/01/2009 TO 04/01/2010 L7/~2/200~ THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO, 1007 641-2 UNTIL 04/01/2010, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 04/01/2010 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WiLL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUNC DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certJceHval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 860499059 REScheck Software Version 4.2.0 Compliance Certificate Project Title: FITZGERALD Energy Code: Location: Construction Type: 2007 New York Energy Conservation Construction Code Suffolk county, New York Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 26% Heating Degree Days: 5750 Construction Site: 495 Paddock Way Mattituck, NY 11952 . Owner/Agent: At.ur Platt Fink & Platt Architects 347 West 36th Street Room 1202A New York City, NY 10018 212-631-0675 avdgp@flnkandplatt.oom JUL 6 20O9 BLDG. DEPT. TOWN OF SOUT~OLO Designer/Contractor: Arthur Platt Fink & Platt Architects 347 West 36th Street Room 1202A New York, NY 10018 212-631-0675 avdgp@flnkandplatt.com t ................ Fl'Iff Compliance: 10,5% Be~ter Than Code Maximum UA: 237 Your UA: 212 Ceiling 1 (new Mud Room): Rat Ceflieg or Scissor Truss 135 38.0 0.0 4 Ceiling 2 (Blhrm. 3): Cathedral Ceiling (no attic) 10 30.0 0.0 0 Sk~ight 1: Wood Frame:Double Pane with Low-E 4 0.500 2 Ceiling 3 (Family Room): Cathedral Ceiling (no attic) 10 30.0 0.0 0 Skylight 2: Wood Frame:Double Pane with Low-E 4 0.500 2 Wall 1 (new Mud Room): Wood Frame, 16" D.C. 300 21.0 0.0 12 Window 1: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 2: Wood Frame:Double Pane with Low-E 6 0.310 2 Door 1: Glass 24 0.320 8 Door 2: Glass 24 0.320 8 Door 3: Glass 24 0.320 8 Wall 2 South Courtyd 3 sides: Wood Frame, 16" D.C. 600 21.0 0.0 24 Door 4: Glass 24 0.320 8 Door 5: Glass 24 0.320 8 Door 6: Glass 40 0.320 13 Door 7: Glass 40 0.320 13 Door 8: Glass 51 0.320 16 Wall 3 (North Entry): Wood Frame, 16" D.C. 360 21.0 0.0 15 Window 3: Wood Frame:Double Pane with Low-E 20 0.310 6 Window 4: Wood Frame:Double Pane with Low-E 20 0.310 6 Door 9: Glass 51 0.320 16 Wall 4 (South @ Kitchen-Exist.): Wood Frame, 16" D.C. 240 21.0 0.0 11 Window 5: Wood Frame:Double Pane with Low-E 30 0.310 9 Window 6: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 7: Wood Frame:Double Pane with Low-E 6 0.310 2 Floor 1 (new Mud Room): Ali-Wood Joist/Truss:Over Unconditioned 135 19.0 0.0 6 Space Crawl 1 (new Mud Room): Solid Concrete or Masonry 100 10.0 0.0 9 weal height: 4.0' Project Title: FITZGERALD Report date: 03117/09 Data filename: FitzGerald E & M 02.20.09.rck Page I of 6 Depth below grade: 4.0' Insulation depth: 3.0' Inside below-grade depth: 0.0' Boiler 1: Other (Except Gas-Fired Steam) 85 AFUE Air Conditioner 1: Electric Central Air 19 SEER Air Conditioner 2: Electric Central Air 19.6 SEER Air Conditioner 3: Electric Central Air 19.6 SEER Air Condtilener 4: Electric Central Air 19.6 SEER The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submltled wi~ this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, ltmy are attesting that to the best of his/her Project Notes: The Proposed "ENVELOPE" work consists of a 135 sf "Mud Room" addition, various new and replacement windows, skylights and doors. The interior work consists of the completion of epprox. 1340 sf of 2nd floor area. A proposed pool house is insulated but not heated or air conditioned. Project Title; FITZGERALD Report date: 03/17/09 Data filename: FitzGerald E & M 02.20.09.rck Page 2 of 6 REScheck Software Version 4.2.0 Inspection Checklist Ceilings: Ceiling I (new Mud Room): Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: I~1 Ceiling 2 (Bthrm. 3): Cathedral Ceiling (no attic), R-30.0 cavity Insulation Comments: Ceiling 3 (Family Room): Cathedral Ceiling (no attic), R-30.0 cavity Insulation Comments: Above-Grade Walla: Wall 1 (new Mud Room): Wood Frame, 16" o.c., R-21.0 cavity Insulation Comments: r~ Wall 2 South Courtyd 3 sides: Wood Frame, 16" o.c., R-21.0 cavity Insulation Comments: Ct Wall 3 (North Entry): Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Wall 4 (South @ Ktichen-Exist.): Wood Frame, 16" o.c., R-21.0 cavity insulation comments: Windows: Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? -- Yes Comments: No Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? -- Comments: Yes No r-il Window 3: Wood Frame:Doubts Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: No r-i Window 4: Wood Frame:Double pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: No Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: Yes No Ct Window 6: Wood Frame;Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Project Title: FITZGERALD Reporl date: 03/17/09 Data filename: FitzGerald E & M 02.20.09.rck Page 3 of 6 Window 7: Wood Frame:Double Pane with Low-E, U-factor: 0.310 .For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Skylights: Sk,jitght 1: Wood Frame:Double Pane with Low-E, U-factor: 0.500 #Panes Frame Type _ Thermal Break? Comments: Yes No Skylight 2: Wood Frame:Double Pane with Low-E, U-factor: 0.500 //Panes Frame Type Thermal Break? __ Yes Comments: No Doors: ~11 Door 1: Glass, U-factor: 0.320 Comments: r-i Door 2: Glass, U-factor: 0.320 Comments: ~1 Door 3: Glass, U-factor: 0.320 Comments: Door 4: Glass, U-factor: 0.320 Comments: C1 Door 5: Glass, U-tsctor: 0.320 Comments: [] Door 6: Glass, U-factor: 0.320 Comments: Ct Door 7: Glass, U-factor: 0.320 Comments: Ct Door 8: Glass, U-factor: 0.320 Comments: [] Door g: Glass, U-factor: 0.320 Comments: Floor~: [] Floor I (new Mud Room): Ail-Wood JoleUTruss:Over Unconditioned Space, R-19.0 cavity Insulation Comments: Crawl Space Walls: [] Crawl 1 (new Mud Room): Solid Concrete or Masonry, 4.0' ht / 4.0' bg / 3.0' ext. insul / 0.0' inside bg depth, R-10.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: Ct Boiler 1: Other (Except Gas-Fired Steam): 85 AFUE or higher Make and Model Number: [] Air Conditioner 1: Electric Central Air: 19 SEER or higher Make and Model Number: Ct Air Conditlener 2: Electric Central Air: 19.6 SEER or higher Make and Model Number: Ct Air Conditioner 3: Electric Central Air: 19.6 SEER or higher Make and Model Number: [] Air Conditioner 4: Electric Central Air: 19.6 SEER or higher Make and Model Number: Project Title: FiTZGERALD Report date: 03/17/09 Data fllename: FitzGerald E & M 02.20.09.mk Page 4 of 6 Air Leakage: [] o Joints, penetrations, and all o~er such openings in the building envelope that are sources of air leakage are sealed. Recessed lights ara 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures ara installed with a 3" clearance from insulation. Vapor Retarder: CI Installed on the warm-in-winter side of ail non-vented framed coilings, walls, and floors. Materials Identification: Materials and equipment are installed in accordenco with the manufacturer's instailation instructions. Matedais and equipment are identified so that complianco can be determined. Manufacturer manuals for ail inatailed heating and cooling equipment and service water beating equipment have been provided. Insulation R-values, glazing U-factors, and beating and cooling equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions, in substantial contact with the surfaco being insulated, and In a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Return ducts in unconditioned attics or outside the bulk:ling are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation Is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securaly fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fsprlc, or tapes. Tapes and mastics are rated UL 181A or UL 181B. ExcopUons : Continuously welded and leckJng-type lengitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at least one thermostat capable of automatically adjusting tbs spaco temperature set point of the largest zone. Electric Systems: [] Separate electric meters exist for each dwelling unit. Fireplaces: [;~ Firaplaces are installed with tight fitting non-combuatibts firsplaco doors. Firaplacos have a seurco of combustion air, as required by the Fireplace construction previsions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: I~ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or Is prat ot a circulating system. [] Circulating hot water pipes are insulated to the levels In Table 1. Circulating Hot Water Systems: Ct Circ~Jlating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying tiuids above 105 degrees F or chilled tiuids below 55 degrees F are insulated to the levels in Table 2. Project T~le: FITZGERALD Report date: 03/17/09 Data tilename: FitzGerald E & M 02.20.09.rck Page 5 of 6 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Ineulatlon 'ntlcknem~ In Inche~ by Pipe Slze~ Non-ClrculMIng Runoute Clreulatlng MaJna end Runoute Heated Water Temperature (°F) Up to t" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Ineulation Thlcknes~ for HVAC Pipee Piping System Types Ineulatlon Thlc~xneee In Inchee by Pipe Slzee Fluid Temp. Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Syateme Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Syeteme Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOI~ES TO FIELD: (Building Department Uss Only) Project Title: FITZGERALD Report date: 03/17/0~ Data flleneme: FitzGerald E & M 02.20.09.rck Page 6 of 6 LOT C, OVEt~z~E EXISTIN¢ 2 5TOP."i" Ff~KhdE HOL~E 2 5TOt~"r' PP. Ah4tE ~AI~A~E POOL TENNIS C, OUt~T = 3,03~ 542. FT. = = 1,4q2 542. FT. = 0.'/% = 8~3 542. FT. = 0.4% = 8,474 542. FT. = 3.0% f=I~2PO~D MUD ~.OOt,4 TOTAL = I I,qO4 342. FT. = 3,3% = IO~ 5<2. FT. = O.O~ = 234 542. FT. = O.1% TOTAL = 12,24~' 542. FT. N hof. ~o~. ~o~m~r / / / / / / / / //% / /~ N ~ITIE DATA HEALTH ~;~c.~='AI~,TPtENT 5(,,'R.V'EYOt~'5 .E~IAPIN P. FITZC~Et~Id..I:2 · JOLYN;E C,. LOT II 'IJ~LF PIT POND at, Mat:t:It:ock, To~n o'1' .~outhol~ 5,uH=olk C, oon'l:~, N,¢~ York B~ILD ,N~, v'm~J,4l T 5F~V"~¢ mock 04 2,10 2.10 150 N ,.,4~'4) 0 x\'x< ,.,rxo~¢'~ <.'a~ S / / / / / / N ~IT~ DATA AREA = D.0044 AGR. E~ HEALTH DL=~ARTlvtENT / / / / / .GI-IAP~ P. t=ITZ~EII~Ad.D ,JC:::)LYlq~ G. t=ITZ(S~RALD LOT II "l/qOL~ PIT POND E~TA'TI~" at; Ma~:~.l~.uck, Tor¢n of ~out:hold BUII-Z~I ~ r~J~llT '~:~JR'V~-Y I Tax Map .~.v~ i~O~ s~k~ I~'? e,x:~ ~4 2.~o D.IO POOL O~I~ ITI I~OO ~AL. ~I:PtlG TANK ~LI~ ~ILE L~AGHIN~ POOL~ IOOO ~AL. ~flG TANK. ~LIG Pla~:~ ILI= NT5 I~O 5.~.SJN.A. Lt~AC. HIN~ p~OL N ~IT~ DATA ala..~A = 5.0044 AC4a~5 H~=ALTH ~:~PAI~TN~NT / ~L~ G. PITZ~~ LOT II "~LF PIT POND ~folk Goun~w, N~ York T~X M~p oiatrict I~O ~U~ IO~ Bilk O4 2.10 2.10 ~G~d o~ ~vl~lon~ ~al~: N.T.5. FII~.~T FLOC~f~ PLAN E~Jt~VE¥ ~H~/~IN P. FITZ~EtP, AI.I~ 4~ JOL't'N:E C,. FITZI~pt~fP,~kI_I~ LOT II "I~:~LF PiT PON1:::) ~[ Hcl~;t;ll~uck, Town oF Dou[hold T~X M~p D~ct IOOO ~t~ IO~ Brock O4 2. m 2.10 PLAN t~ CHAK G '~' ,, /2'2'-6"3,1 4'-8" ~111J11,{22'-0- I., · - PASSAGE ~-m PANTRY 1 ~ REF '- ?' 51 13'-4" N 5t-I~flN P. FITZ~I~NI.D JOLYI~E C,. t=ITZ~I~t~AI-D LOT II "JNOLF PIT PON~ ~t H~tltuck, To~n o~ ~uthold Tax Hap DI.t~l IOOO s~u~ IO'~ m~=k 04 2.10 2.10 LOT cOvEI~.A~t~ TOTAL = I1,'~O4 ~. FT. = PI~OPO~E~2 ~U~ ~OO~ =tO¢ 5~. FT. = O.O~ POOL HOLI~E = 234- 5~. FT. = O.I~ TOTAL = 12,2.4~ .~. FT. = N I iI LSOO °,~O5,, '22 "1~ ~=40.00' Lot II .4 /i //' .~I'TI~ OATA d~ ~ 8 200~ BLDG. OEP[ TOWN OF SOUTHOLD LOT II "~LF PIT POND ~ffolk Gount~, Ne~ ~o¢~ / . ~.*- ~,. ~,.~ ~. ~,.~o,~ / / fil~ DATA ~=~~ S / -,~. ', ~ ~ / / W ~ ~'%~ ~ //~'- ~ ~. ~lT~~ /-' LOT II "~LF DIT PO~ ~TA~5" ~ ~ /// ~FFolk ~un~, ~ York ~~ / / ~ Tax ~ .~t I~101 ~04 z~o 2.10 ~ zz ~ ~ ~ ~ ~ / / POOL I.~ G, AJ....GEPTIC. TAN~ ~LIC, PIROFILE IOOO ~AL. E, EPTIG TANI~ I00 ~,.P.~,..~I.A. LEACHII'~, pOOL .GITI~ IDA"IA HEAL.TH ~P'AI~77"I~NT .GUR. VE¥ ~-~-IAI~N P. FITZ~Et~.Ad..D ~ LOT II "~LF PIT PO~ ESTA~5" I~I~IN~ ~IT ~ I FII~.~T PLO0t~ plAN ~171~ DATA At~EA = ~XDO4~ A~I~E~ BLDG DEPT. JOL't'NE d,. FITZIf~E]~.AI.~ LOT II "~LF PIT POND ~t M~ttl~u~k, To~n o~ ~u~hold ~olk ~ount~, N~ York ~unt~ T(3x M~p D~trk:t I~ ~ lO"/ m~k 04 Raco~d o~ R.e, vl~.lone DATE E)EC, ON~ FLC~>R. PLAN I t , 5/-4 3/4" ~ REF PASSAGE 13'-4" STUD TO STUD L POOl., ~ I~.AN .5 1~2" STUD ~ITE I~T~ HEALTH ~:;~=PAI~NT ~ LOT GOVtE~.AOE Lot I~ ~/~j: POOL. TENNI¢ OOtJ~.T FT. = I.D% FT. = 0.'1% FT. = 0.4% FT. = 3.0% N TOTAL = 12,04~ 342. FT. Lo[ II UCi ~. ; / // 500°0~'22"E I~0.00' ~?'---~.=40,00' ~ ~ L=~'~.O~I' E~te. VEYOIe.'5 GEI~,TIFICATION · In~ HL~e,I~y G~TI~ TO SHAWN P, FIT~~ ~ P. FITZ~D $ ~L~ ~. FITZ~D LOT II "~LF PIT PON~ E~TA~" ~ ~o~l~uck, To~n o~ ~u~hold ~olk GounOd, N~ York ~OUn[~ T~X M~ District I000 ~ti~ I0~ BlOC~ 04 2 lO 2.10 CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 A.D. AIR CONDITIONING A~.F. ABOVE FINtBH FLOOR ALT. ALTERNATE ALUM. ALUMINUM ARCH. ARCHITECT G AT BLDG. BUILDING ELK* BLOCK BM. BEAM BTM. BO3TOM C.J. CONTROL JOINT CLO. CEtLING C CENTER LINE CL. CLOSET C.T. CERAMIC TILE C.C. CLEAN OCT COL. COLUMN CONC. CONCRETE EXISTING COLUMN NUMBER AND CENTER LINE ELEVATION REFERENCE ON SAME DRAWING ELEVATION REFERENCE ON ANOTHER DRAWING SECTION OR EECTION DETAIL REFERENCE ON SAME DRAWING SECTION OR SECTION DETAIL REFERENCE ON ANOTHER DRAWING DETAIL REFERENCE ON SAME DRAWING DETAIL REFERENCE ON ANOTHER DRAWING DOOR NUMBER WINDOW NUMBER L~VEL INDICATION DATUM O'-fi' CENTER LINE PRORERTY LINE REVISION NUMBER A-201 EXISTING WALL AND DOOR TO REMAIN NEW WALL AND DOOR APPLIANCE TAG PLUMEING FIXTURE FI3'FING, AND ACCESSORY:~G CABINETTAG MILLWORK ITEM DRAWING NUMBER EARTH CONCRETE CONCRETE MASONRY UNIT STEEL ALUMINUM WOOD BLOCKING FINIENED WOOD PLYWOOD GYPSUM WALL BOARD WATERPROOFING ......~ MEMBRANE GIENERAL NOTES 1. ~ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THIE NEW YORK STATE RESIDENTIAL CODE, SUFFOLK COUNTY DEIPARTMENT OF HEALTH SERVICES. THE TOWN OF SOUTHOLD BUOLDING DEPARTMENT RULES AND REGULATIONS, UTI~UTY COMPANY REQUIREMENTS. AND THE BEST TRADE PRACTICES. 2. I BEFORE COMMENDfNG WORK, THE CONTRACTOR SHALL FIL.E ALL REQUIRED INSURANCE CERTIFICATES WITH THE TO~WN OF SOUTROLD EU LDNG DEPASTMENT OBTAIN ALL RE;QUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOOVERNING AGENCIES. 3. I MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT RE;QUIRED FOR PROPER CONSTEUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THIE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE pROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DBSlGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHN-L HAVE SOLE RESPONSIBILITY FOR AMY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE E. THE CONTRACTOR SHALL LAY OUT HIS OWN WOEN, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICAL, ETC, 6. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES WHO SHALL ARRANGE FOR AND ODTA~N THROUGH THE TOW~ OF SOUTHOLD BUILDING DEPARTMENT ALL REQUIRED PERMITS. INSPECTIONS AND REQUIRED SIGN OFFS. 7. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS L CENSED tN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE TOWN OF EOCTHOLD BUILDING DEPARTMENT ALL REQUIRED PERMITB, INSPECTIONS AND REQUIRED SIGN OFFS. E. THE CONTRACTOR SHALL DO ALL CLRTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAYBE REQUIRED TO COMPLETE THE JOB. POOL SAFETY REQUIREMENTS ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF TFHE NEW YORK STATE CODE, RULES AND REGULATIONS N~YCRR TITLE 19 PARTS 12~0-1227 PERTAINING TO POOL SAFETY & ~/ART 122S PERTD~INING TO POOL ALARMS & TEMPORARY ENCLOSURES A001 A002 A003 DEMOLITION PLANS - BASEMENT DEMOLITION PLANE - FIRST FLOOR DEMOETION PLANS - SECOND FLCOR A101 FLOOR PLANS - BASEMENT A102 FLOOR PLANS - F~RST FLOOR A103 FLOOR pLANS - SECOND FLOOR A104 FLOOR pLANS - ROOF A201 i EUILDING ELEVATIONS - NORTH A~O2 , BUILD~NG ELEVATIONS - WEST & EAST I BUILDING ELEVATIONS - SOUTH A211 BUILDING SECTIONS A212 BUILDING DETAIL SECTIONS ANE0 ' WINDOW & EXTERIOR DOOR SCHEDULE P501 PLUMBING RISER DIAGRAM SO BASEMENT PLAN S1 FIRST FLOOR FRAMING PLAN S2 SECOND FLOOR FRAMING PLAN PLUMBER CERTIFtdA, TJON ON LEAD CONTEN"r E~EFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2./10 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING'BEFORE COVERING 0CCUPANCYOR USEIS UNLAWFUL WlTHOUTCERTIFICAT'E OFOCCUPANCY APPR O/VED AS NOTED NOT]FY BUILDING DEPARTMENT JAT 765-1802 8AM TO 4PM FOR THIE FOLLOWING INSPECTIONS: 1, FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C,O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. "~UNDERWRiTERS CER~i~ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEV'] YORK STATE. NOT TO SCALE PROPERTY INFORMATION SUFFOLK COUNTY TAX MAP NO.: COUNTYTA)[MAP DISTRICT 1000 SECTION 107 BLOCK 04 LOT 2.10 ZONING: AGRICULTURAL CO NSE RVATI ON ENERGY CONSERVATION NEW YORK STATE RESIDENTIAL CUMATE ZONE: 4 1. ALL EXIS'~NG OR PROPOSED BUILDING ENVELOPE COMPONENTS MEET OR EXCEED INSULATION & FENESTRATION REQUIREMENTS FOR RESIDENTIAL ZONE 4 2, RES. CHECK FOR THE PROPOSED ENVELOPE WORK IS ON FILE WiTH THE SHOUTHOLD BUILDING DEPARTMENT. CERTIFICATION OF NAILING & CONNECTIONS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SEISMIC GROUND DESIGN WEATHERING 2opsf B SEVERE 8UEJECTTODAMAGEFROM FROST LINE DEPTH TERMITE WINTER DESIGN ICE SHIELD UNDER- AiR FREEZING DECAY FINK & PLATT ARCHITECTS 347 W 3ETH ST ~EBE NEW YORK NY ~O0~B TEL 2~2 63~ 0675 FAX 2~2 695 305E FINKANDPLATT pROJE~T CARUSO-FI3'ZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 AS NOTED TITLE SHEET A-0 SETBACK FOR ACCESSORY ,d TENNIS N N N N N ~ PROPOSED SITE PLAN 1/32" = 1'-0" PROPOSED WOOG FENCE WOOD FENCE TO REMAIN PADDOCK WAY G TE)= POWER,ZER SECURITY GATE ~ ACCESSORY STRUCTURES _ SETBACK GLAD WATER VALVE EXISTING FENCE ~ IOFTOPTOB OOLHOUSE& '\, PROPOEEDPAR~NG -- ARE. AW/CRUSHED STONE TO MATCH EXISTING PROPOSED GATES OILTANK FILL & VENT PROPOSED SANITARY SYSTEM SEE YOUNG & YOUNG ' SUFFOLK COUNTY NEALT -/ WOOD~ENCETO REMAIN DRIVEWAY WOOD FENCE COURT · ' REMOVE GRAVEL ~,..%/// '~...., --PROPOSEd GATE / / REMOVE EXISTING -- CONDENSING UNITS N N EXISTING BROADBAND FEED / / / \ \. \, \, \, \ \, \ ,/ / / / / / /' / PROPERTY INFORMATION SUFFOLK COU[~'Y TAX MAP NO,: COUN'F~ TAX MAP DISTRICT 1000 SEC'RON 107 BONING: AG RICULTURAL CON SERVATION LOT 11 - WOLF PIT POND ESTATES: AREA: 5.00~ ACRES or 217,800 BF MAX LOT COVERAGE: 20% MAX BUILDING HEIGHT: 35 FEET BLOCK 04 PROPERTY SURVEY PROPERTY SURVEY FOR BUILEqNG PERMIT BY YOUNG & YOUNG IS ON FILE AT TOWN OF SOUTHOLD POOL SAFETY REQUIREMENTS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE CODE, RULES AND REGULATIONS NYCRR TITLE 19) PARTS 1220-1227 PER~TAINING TO POOL EAFE~ & ~AR~ 1220 PERTAINING TO POOL ALARMS & TEMPORARY ENCLOSURES POOL CONTRACTOR NOTES CONTACT: DOUG REINHAROT CELL 631} 371-6317 RONG BBONS POOLS 613 581-8258 TREES, VEGETATION & SOD NOTES 1, TREE9 SHOWN ARE EXISTING AT APPROXIMATE LOCATION. 2. TREES & VEGETATION tMPACTED BY PROPOSED WORK SHALL BE CAREFULLY TGANSPLANTED AT OWNER / ARCHITEC'I~S DIRECTION, S, LAY SOD AT ALL LAWN REPAIR LOCATIONS. N LEGEND EXISTING TO REMAIN PROPOSED LOT 2.10 FINK & PLATT ARCHITECTS PROJECT CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 DATE PROPOSED SITE PLAN A-01 FOUNDATION VENT UPPPLY TO IRRIGATION & POOL. VERIFY LOCATION VENTS (~)_ BASEMENT DEMOLITION PLAN 1/4"= 1'-0" DEMOLITION & 8lTL PROTECTION NOTEE: 1, FOR REMOVAL AT PROPOSED STRUCTURAL OPENINGS INCLUDING EXISTING WALL/FRAMING AND 84'-0" FOUNDATION V.I.F. @ 0 © PRESSURE TANK: COORDINATE ALL WOR~ AT EXISTING & PROPOSED IW/KRIEGEL WELL & PUMP (631) 298~4141 HOPPER WINDOWS TO REMAIN Q I FEED TO REMAIN ELEC. PANEL TO REMAIN REMOVE STEAM GENERATOR & PIPINS CENTRAL VACUUM Sys1TEM: -- TANKS & HOSES COORDINATE ALL REMO)VAL & PROPOSED REROIJTINGI W/ EAST END CENTRO-VAC~ DENNIS FINNERTY(631} 283-4917 STAIRS & LANDING POSTS TO REMAIN OIL SUPPLY FEED REMOVE BOILER & HWH 0 LINE OF PORCH ABOVE REMOVE AIR HANDLERS, DUCTS & SUPPLY & RETURN GRILLES PERIMETEI FOUNDATION TO REMAIt~ BALVAGE MATERIAL NOTEB: 1. GC TO DETACH, SORT AND SAVE ON ~SITE THE FOLLOWING MAlaRIAL FOR POTENTIAL REFINISH ~AND RE-INSTALLATION: A. PAINT AND STAIN GRADE pL'.YWOOD B. pAJNT OR CLEAN FINIBHED ~OLID lx4 OR GREATER PINE, POPLAR OR OAK C. INTACT 2x4, 2x6 WOOD STUEDS D. COPPER PIPING UNEXCAVATED VENT 24'-0" V.I.F. LEGEND EXISTING WALL & DOOR TO REMAIN EXISTING WALL, DOOR & FRAME TO BE REMOVED G.W.B. TO BE REMOVED AT SIDE SHOWN TO EXPOSE FRAMING GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITtONB IN FIELD AND iMMEDiATELY REPOR~i' TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALL&TIONS. FINK & PLATT ARCHITECTS 347W36TH ST 1202 NEW YORK NY 200&8 TEL 222 632 0675 FAX 212 695 3056 F~NKANDPLATT. CQM LNPC I L,NAOUM P.E,, P.C. MEP ENGINEER pP~JECT CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MA'~rlTUCK, NY 11952 DATE 02/12/09 EXISTING CONDITIONS/ DEMOLITION PLAN BASEMENT A-O01 34'-2" PORCH V.LF. REMOVE BUILT-IN STORAGE REMOVE WD. FIN. FLR, CORDINATE W/ PROPOSED pLAN 11A1~2 REMOVE CENTER RAILING PORTION WOODFJN FLR ~ ~ '--~=~ ~ ' , ' REMOVEGARAGED~RS __ ' / ~ ~HES~VE&S~DLE ~ , ~ '~ ~ ~ M~F-- , m~ ~r~ % IAI 4- , WOOD FIN, FLR X ~ ' WOOD FIN. FL" ~ ' ' / / ~ INTERIOR WINDOW TRIM NOTES REMOVE SLAB & GLUE STONE PAVERS' @ PATIO PERIMETER FOUNDATION TO REMAIN ~ FIRST FLOOR DEMOLITION PLAN 1/4" = 1'-0" DEMOUTION & SITE PROTECTION NOTE~: 1, FOR REMOVAL AT PROPOSED STRUCTURAL OPENINGS INCLUDING EXISTING WALL / FRAMING AND FLOOR STRUCTURE BEE STRUCTURAL DRAWINGS AND SPECIFICATIONS, 2. GENERAL CONTRACTOR TO MAINTAIN BTRUCTURAL' STABILITY THROUGHOUT DEMOLITION AND CONSTRUCTION. 3. GENERAL CONTRACTOR TO PROTECT EXISTING FLOORS, STAIRS AND RAILINGS, WALLS, COORS AND HARDWARE, TRIM, AND ALL ~NTERIOR SURFACES & COMMON SPACES THROUGHOUT DEMOLmON AND CONSTRUCTION. 4. ALL UTILITY SHUT OFFS AND REMOVALS TO BE PERFORMED BY LICENSED TRADES AND SCHEDULED wrs-I OWNER, 5. REPAIR ALL NEWLY EXPOSED SURFACES TO CLEANLY AND SMOOTHLY RECEIVE NEW MATERIALS AND FINISHES TYPICAL. SALVAGE MATERIAL NOTES: I. GC TO DETACH, SORT AND SAVE ON SiTE TEE FOLLOWING MATERIAL FOR POTENTIAL REFINIOH AND RE-INSTALLATION: A. PAINT AND STAIN GRADE pLYWOOD B. PAINT OR CLEAR FIN]SHE;D SOLID 1 x4 OR GREATER PINE, POP[AR OR OAK C. INTACT 2x4. 2x6 WOOD STUDS D. COPPER PIPING EXISTING INTERIOR WINDOW TRIM NOTES: 1, REMOVE ALL INTERIOR CASINGS AND APRONS, 2. INTER[OR SILLS (STOOLS) AND JAMBS TO REMAIN, EXISTING BATHROOMS: REMOVE GUTTERS, SOFFIT BOARDS & RECESSED L[GRTS TO EXPOSE FRAMING, TYP. LEGEND EXISTING WALL & DOOR TO REMAIN EXISTING WALL, DOOR & FRAME TO BE REMOVED G.W,B. TO BE REMOVED AT SiDE SHOWN TO EXPOSE FRAMING TO REMAIN GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXIBT/NG DIMENSIONS AND CONDITIONB IR FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DIBCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS. FINK & PLATT ARCHITECTS 347 W 3STH ST 1202 NEW YORE NY 1001S TEL 212 631 0675 FAX 212 695 3056 F~NKANOPLATT.COM CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MA3TITUCK, NY 11952 DATE EXISTING CONDrrloNS/ DE~OLmON ~LAN FIRST FLOOR A-002 84'-0" FOUNDATION V.I.F, EXISTING ..... .................................... ...... BELOW Window Seat EXISTING MASTER BEDROOM PROTECT - I I I COLLAR TIES -- TO REMAIN SECOND FLOOR DEMOLITION PLAN 1/4" -- 1'-0" DEMOLITION & SITE PROTECTION NOTE~: 1. FOR REMOVAL AT PROPOSED STRUS~]JRAL OPENINGS INCLUDING EXISTING WALL/FRAMING AND FLOOR STRUCTURE SEE STRUCTURAL DRAWINGS AND SPECIRCATIONB. 2, GENERAL CONTRACTOR TO MAINTAIN STRUCTURAL STABILITY THROUGHOUT DEMOLITION AND CONSTRUCTION. 3, GENERAL CONTRACTOR TO PROTECT EXISTING FLOORS, STAIRS AND RAILINGS, WALLS DOORB AND HARDWARE, TRIM, AND ALL INTERIOR SURFACES & COMMON SPACES THROUGHOUT DEMOLITION AND CONSTRUCTION. 4. ALL UT1LITY SHUT OFFS AND REMOVALS TO BE PERFORMED BY MCENBED TRACES AND SCHEDULED WiTH OWNER. E, REPAIR ALL NEWLY EXPOSED SURFACES TO CLEANLY AND SMOOTHLY RECEIVE NEW MATERIALS AND FINISHES TYPICAL, CEIUNG DEMOLITION NOTES: 1, COORDINATE EXT~flT OF GWB REMO~VAL WiTH REFIJ~CTED CEILING PLANS 1/A522, 1/A523 AND STRUCTURAL pLAiNS. 2. REMOVE ALL FANS AND EXTERIOR AN{D INTERIOR LGHT FIXTURES. SALVAGE MATERIAL NOTES: 1. GO TO DETACH, SORT AND SAVE ON ~ITE THE FOLLOWING MATERIAL FOR pOTENTIAL REFINISH lAND RE.INSTALLATiON: PAINT AND STAIN GRADE PL~NOOD ~ PAINT OR CLEAR FINISHED ~OLID 1 x4 OR GREATER PINE, POPLAR OR OAK EX]StiNG BATHROOMS: REMOVE: 1. ALL PLUMBING FIXTURES & FI~INGE INCLUDING ALL MAIN & BRANCH PIPINGS, 2. ALL SHOWER DOORS TOWEL EARS MED. CABINET~, LIGHT FIXTURES & OTHER ACCESSER ES, 3. ALL WALL & FLOOR TILE, MUD SLABS & THINSET MORTAR, 4. LIGHT FIXTURES & EXAUET FANS. 5. SAVE ALL COPPER PIPING. COLLAR TIES -- TO REMAIN OPENTO BELOW COLLAR TIES -- TO REMAIN LEGEND EXISTING STRUCTURAL MEMBER TO REMAIN EXISTING WALL & DOOR TO REMAIN EXISTING WALL, DOOR & FRAME TO SE REMOVED G.W.B. TO BE REMOVED AT SIDE SHOWN TO EXPOSE FRAMING TO REMAIN GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITIONS iN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS. FINK & PLATT ARCHITECTS 347 W 3BTH ST 1.202 NEW YORK NY TEL 23.2 S31` 0675 FAX 212 695 3056 FINKANDPLATT. COM pROJECT CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 02/12/09 EXISTING CONDITIONS DEMOLITION PLAN SECOND FLOOR A-O03 WATER SUPPPLY TO IRRIGATION & POOL. VERIFY LOCATION ~ PROPOSED BASEMENT PLAN 1/4" = 1'-0" 94'-0" FOUNDATION V.I.F, ELEC. PANEL WATER SUPPPLY FOR STAIR FOOTING SEE SRYUCS'URAL DRAWINGS COORDINATE ALL WORK AT EXISTING & PROPOSED W/ G,N,S, MERMAID (631) 299-4278 CENTRAL V TANKS & HOSES COORDINATE ALL REMOVAL & PROPOSED REROUTING W/ EAST END CENTRO-VAC DENNIS FINNERTY (631) 2834917 PRESSURE TANK: COORDINATE ALL WORK AT EXISTING & PROPOSED W/ KRIEGEL WELL & PUMP (631} 298-4141 O O O UP HOPPER WINDOWS ABOVE OIL SUPPLY PLUMBING WASTE PATCH SLAB @ AREAOF NEW FOUNDATION CELLAR LINE OF PORCH ABOVE ASSUMED E ISTIN@ PATIO FOUNDATIO~ WAll- ' \ WINDOW ABOVE PROPO ED FOUND~S~ION VENT ENLARG EXIST. FNDTN. VENT ~GT~EAIccE pT DUCTEDiEXHAUST CREATE OPENING TO ACCEPTiSO [ER NTAKE EQ. DRAINE? AREAWAYS ! '1' WiNDO~(~ ABOVE BASEMENT PAINT SCOPE / NOTES: 1. GENERAL CONTRACTOR AND PAINTING SUSCON~TRACTOR TO EXAMINE EXISTING CONDITIONS AND FULLY EVALUATE SCOPE AND REQUIREMENTB OF pEROPOSED PREP AND PAINTING WORK. 2. PAINT FINISH REQUIRED AT FULL BASEMENT ONILY. 3. PAINT TYPE= BENJAMIN MOOR~ EPOXY REINFOIRCEB LATEX 'FLOOR & PATIO'* NO, 122 A. EXPOSED N~W & PREVIOUSLY PAINTED CON, CRETE WALLS & SLABS. B. STEEL POSTS. C. HOPPER WINDOWS 4. PAINT COLORS & FINISHES - SEE SPECIFICATIOIN$, @ FOR GWB & STAIR PARTS SEE A-302, 6, ALL WORK SHALL CONFORM TO GPECIFICATIOt~S. CRAWL SPACE FOUNDATION VENT LEGEND EXISTING WALL & DOOR TO REMAIN PROPOSEDWALL&DOOR PROPOSED CONCRETE FOUNDATION GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITIONS iN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOS~ED LAYOUTS AND INSTALLATIONS FINK & PLATT ARCHITECTS 347 W S6TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINSANDPLATT, COM ANASTOS ENGINEERING ASSOCIATES 8TRUCTUI~A& ENGINEER LNPC / L,NAOUM P,E,, P,C, MEP ENGINEER 330 WEST 38TH STREET CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MAS-FITUCK, NY 11952 02/12/09 PROPOSED PLAN BASEMENT A-101 34'-2" PORCH V.I.F. SEE DETAIL~AXXX TYP. STALL BEDROOM1] 7 BATSRM. I WD* FIN. FLOOR TO MATCH & BLEND W/ EX]ST, TO REMAIN BLOCKING @ WALL FOR TV BRACKET GAME ROOM FLUSH WOOD DIFFUSER GRILLE TO MATCH FIN. FLOOR, TYP. @ WINDOWS TO REMAIN TYP. ~ FIRST FLOOR PROPOSED PLAN iNTERIOR TRIM ~ WINDOWS TO REMAIN: 1. REPLACE INTERIOR CASINGS & APRONS WITH TRIM PROFILES AS PER DETAIL 1/A221 INTERIOR TRIM @ DOORS' 1. FOR ALL INTERIOR DOOR TRIM PROFILES INCLUDING CLOSET DOORS SEE SHEET A415. 12'-0" PROPI ,BED STEPS EQ. :STAIR POET POST PORCH DORME~ ABOVEi 0~,@'' rV,l,p, Tall Cabinet ROOM ROOM Fireplace WD, FIN. FLOOR DIRECT VENT GAS . FIREPLACE TO EXHAUST PROPOSED VIA 7WIN WALL FLEX PIPE MUD ROOM FLUSH W(~OD DIFFUSER 5 MATCH FIN. FLOOR 6'-0 3/4" R,O, STONE HEARTH I SEE 5/A-603 FOR POST POST TERRACE I E PAVERS KITCHEN SEE 11 ~11 FOR FLOOR~LE TYPE ~I-~YOBT EQ, EQ, B,~SE & PAD POST PROPANE LINED W GRAVEL ON MEMB ANE SLOPED TO DRAIN~ & PIPED TO EXISTli~G DRYWELL LINE O1~ SHED ROOF -- PREP~ PRIME & FINISH PAINT SCOPE/NOTES: 1. GENERAL CONTRACTOR AND PArNTING SUBCONTRJACTOR TO EXAMINE EXISTING CONDITIONS AND FULLY EVALUATE SCOPE AND REQUIREMENTS OF PROtPOBED PREP AND PAINTING WORK, 2. ALL EXISTING AND NEW GYPSUM WALL & CEILING BIOARD, DOORS & TRIM, AND WOODWORK TO RECEIVE FINISH PAINT, EXCEPT WHERE OTHERWISE N~STED. ROOM WALLS & CEILINGS I DOORS & TRIM / T&G W(OOD BOARD WALLS: A. PREP&REPAIRB-ATALLAREABWHERENEW(GWBMEETBEXIBTING, BMOOTHLYSLENDW/ FIBERGLASS MESH AND BKIM COAT. B. FULL SKIM COAT PREP - ALL GWB SURFACES A\T MWNG ROOM~ DINING ROOM, KITCHEN, ENTRY & STAIR SHALL RECEIVE THREE {S) SKiM COATS. C. PRIMER - SEE SPECIFICATIONS D. PAINTCOLORB&FINISHES - SEESPECIFICATltONS E. WALL PAINT SAMPLES · PROVIDE MIN. B SAMPL.EB, 2' X 2' ON PRIMED WALLS POR REVIEW BY ARCHITECT & OWNER PRIOR TO ORDERING PAI;NT. 4. CLOSETS: A. WALLS & CEIUNGB - PROVIDE SMOOTH PATCH PREP. THROUGHOUT'. B. PRIMER - SEE BPEClRCAYIONS. C. PAINT COLORS & FINISHES - BEE SPECIFICATIQiNS 5. MILLWORK - "M" ITEMS I T&G WOOD BOARD WALLS~ / KITCHEN, LAUNDRY, POOLHOUSE CABINETS: A. PREP. SHALL INCLUDE - · FILL ANY CRACKS, HOLES OR OPEN JOINTS. · PRIME WITH SHELLAC KNOqTING. B. PRIMER - SEE SPECIFICATIONS C. PAINT FINISHES - BEE SPECIFICATIONS D. ALL FINISH PAINT ON MILLWORK I T&G WOOD EaOARD WALLS I CABINETS TO BE BRUSH APPLIED OR SPRAYED ON IH THE SHOP. MILLWORK I T&G WOOD BOARD WALLS / CABINJETB PAINT SAMPLES - PROVIDE MIN. 4 SAMPLES, 2' X 2' ON WOODWORK SAMPLES FOR REVIEW B~Y ARCHITECT & OWNER PRIOR TO ORDERING PAINT. 6. ALL WORK SHALL CONFORM TO SPECIFICATIONS. WOOD FLOOR SCOPE I NOTES: 1. GENERAL CONTRACTOR AND WOOD FLOORING SUBCONTRACTOR TO EXAMINE EXISTING CONDITIONS AND EVALUATE SCOPE OF ALL PROPOSED WORK, INCLUDING INFILL REPAIRS, 2. ALL EXISTING AND NEW SOLID OAK BTR~P FLOORING & SADDLES TO RECEIVE STAIN & PROTECTIVE CLEAR FINISH, 3. REPAIRS AND PATCHES · SEE DETAILS FOR SADDLES AND FLUSH TRANSITIONS. · REPLACE ALL LOOSE OR THIN FACE ~_.ILED BOARDS. · FILLER AT SMALL CRACKS & NAILHOLEB SHALL BE COMPATIBLE WITH APPROVED STAIN AND FINISH. 4. SANDING · AT STRAIGHT PLANK FLOORS SAND IN THE DIRECTION OF THE FLOORING OR AT 7-15 DEGREE ANGLE 5. STAIN · SAMPLE ON EXMTING & NEW WD. FLOOR - AT THE EARLIEST TIME THAT JOB CONDITIONS PERMIT. · PROVIDE MINIMUM THREE 3) DIFFERENT STAIN SAMPLES COMPLETE WITH PROTECT VE F N SH COATINGS, COLORS & FINISHES OF SAMPLES TO SE DETERMINED BY ARCHITECT, MAY INCLUDE CUSTOM COLOR MIXES. · APPLY STAIN AS PER APPROVED SAMPLE. 6. FINISH · SONAKEMI "TRAFFIC" I "STRONG" / OR 'NATURALE" - SATIN OR MATTE FINISH, 3 COATS - WATER BASED POLYURES~IANE, FINISH TO BE DETERMINED BY ARCHITECT AFTER SAMPLING PROCESS. 7. ALL WORK SHALL CONFORM TO SPEClPICATIONS. MILLWORK SCHEDULE GENERAL NOTE: SEE PLANS & INTERIOR ELEVATIONS FOR BASIC MILLWORK SCOPE. MILLWORK TO BE DETAILED IN SUBSEQUENT CSK PACKAGE) T~ DESCRIPTION LOCATION M-1A & B FIREPLACE SURROUND & TALL CABINET DINING ROOM M-2A & B TALL CABINETS W/UPPER & LOWER DOORS LIVING ROOM M-3 WINDOW SEAT LIVING ROOM M-4 TALL CABINET AT AV HUB 1 W/ LIVING ROOM WOOD LOUVER GRILLE ABOVE M-5A & B TALL BOOKCASES W/1 DRAWER LIVING ROOM & ADJUSTABLE SHELVES M~SC FIREPLACE SURROUND & WALL PANELS LIVING ROOM M-6 TALL CABINETS & STORAGE GENCH MUD ROOM CLOSET ROD/ADJUSTABLE SHELVES AT CABIINETS HINGED DOOR AT TOP OF BENCH M-7 RECYCLING CENTER MUD ROOM W/PULL OUT RECYLING BINS M-8 , BOOKCASES HALL NEAR GAME ROOM , W/ADJUSTABLE SHELVES M*g DESK & UPPER BOOKCASES BEDROOM 1 DESK W/PENCIL DRAWERS, FILES CANrNETS,,. UPPERS W/ADJUSTABLE SHELVES M-lO WINDOW SEAT BEDROOMS 2, 3, 4 AND MASTER W/HINGED TOP TO STORAGE BELOW M-I 1 TOWEL CABINET MASTER BEDROOM M-I 2 DESK BEDROOMS 2 & 5 M-13 VANITY BATHROOM 2 M-14 LINEN CLOSET BEDROOM HALL M-15 TOWEL CABINET POOLHOUSE LEGEND EXISTING WALL & DOOR TO REMAIN PROPOSED WALL & DOOR PROPOSED CONCRETE FOUNDATION DIMENSIONING NOTES. 1. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. GENERAL NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANy DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS. FINK & PLATT ARCHITECTS 347 W 3STH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 2&2 695 3056 FINKANDPLATT CO M ANASTOS ENGINEERING A~SOCI~TES STRUCTUF~ ENGINEER 240 WEST 35TH STREET NEW YORK~ NY 10001 TEL (212) 714-0~93 LNPC / L.NAOUM P.E., P.C. MEP ENGINE=R 330 WEST 38TH STREET NEW YORK, Ny 10018 TEL (2~2) 714-0094 FAX (212) 714-0089 CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 DATE PROPOSED PLAN FIRST FLOOR A-102 84'-0" FOUNDATION V,I.F. PORCH ROOF BELOW SEE 1/A104 ROOF PLAN Built-in BEDROOM3 SEE DETAIL 7A/A413 STALL WD. FI,y, FLR. TO MATCH EXIST. SEE N~TERIOR TRIM NOTE O WINDOWS TO REMAIN Window Seat SEE 1/A324 F SEE DETAIL 7B/A413 WO. FIN. FLR. TO MATCH EXIST, TO REMAIN FOR FINISH SEE NOTES BELOW TYP. MATCH & BLEND W/ EXIST. TO REMAIN SPACE FAMILY ALIGN MASTER BEDROOM WD, FIN. FLR. TO MATCH EXIST. YPICAL SADDLE SEE DETAIL 7A/A413 EQ. STALL TOILET FURREID SPACE g SLOPE 1/4" PER FOOT BELOW SEEI/A104 ROOFPLAN 2@-0" VJ.F, ~ PROPOSED SECOND FLOOR PLAN 1/4" = 1'-0" INTERIOR TRIM @ WINDOWS TO REMAIN: 1. REPLACE INTERIOR CASINGS & APRONS WITH TRiM PROFILES AS PER DETAIL 1/A221. INTERIOR TRIM @ DOORS: 1. FOR ALL INTERIOR DOOR TRIM PROFILES INCLUDING CLOSET DOORS SEE SHEET A413. PREP, PRIME & FINISH PAINT SCOPE/NOTES: GENERAL CONTRACTOR AND PAINTING SUBCGNTRACTOR TO EXAMINE EXISTING CONDITIONS AND ~'U LLY EVALUATE SCOPE AND REQUIREMENTS OF pROPOSED PREP AND PAINTING WORK. 2. ALL EXISTING AND NEW GYPSUM WALL & CEILI~NG BOARD, DOORS & TRIM' AND WOODWORN TO RECEIVE FINISH PAINT, EXCEPT WHERE OTHERWISE NOTED. 3. ROOM WALLS & CEILINGS I DOORS & TRIM / T&~G WOOD BOARD WALLS: A. PREP & REPAIRS - AT ALL AREAS WHERE ~,qEW GWB MEETS EXISTING' SMOOTHLY BLEND W/ FIBERGLASS MESH AND SKIM COAT. B. FULL SKiM COAT PREP - ALL GWB 5URFAC~ES AT LIWNG ROOM' DINING ROOM' KITCHEN~ ENTRY & STAIR SHALL RECEIVE THREE (3) SKIM COATS, C. PRIMER- BEESPECIFICATIONS D. PAINTCOLORB&FINIBBES - BEESPBCIFIICATtONB E. WALL PAINT SAMPLES - PROVIDE MIN. 8 S~AMPLES, 2' X 2' ON PRIMED WALLE FOR REVIEW BY ARCHITECT & OWNER PRIOR TO ORDERIN(G pAINT. 4. CLOSETS: A. WALLS & CEILINGS - PROVIDE SMOOTH PATCH PREP. THROUGIHOUT. B. PRIMER - BEE SPECIFICATIONS- C, PAINT COLORS & FINISHES - BEE SPECIFICATIONS [ MILLWORK - 'M' ITEMS/T&G WOOD BOARD WALLS / KITCHEN, LAUNDRY, POOLHOUBE CABINETS: A, PREP, SHALL INCLUDE * · FILL ANY CRACKS, HOLES OR OPEN JOINTS, · PRIME WITH SHELLAC KNO'rFIN@. B. PRIMER. BEE SPECIFICATIONS C. PAINT FINISBEB - SEE SPECIFICATIONS D. ALL FINISH PAINT ON MILLWORK / T&@ W(OOD BOARD WALLS I CABINETS TO BE SROBH APPLIED OR SPRAYED ON IN THE SHOP. E. ~ILLWORK I T&G WOOD BOARD WALLS / iCABINET~ PAINT SAMPLEB- PROV DE MIN. 4 SAMPLES 2 X 2' ON WOODWORK SAMPLES FOR REWIEW BY ARCHITECT & OWNER PRIOR TO ORDERING PAINT. 6. ALL WORK SHALL CONFORM TO SPECIFICATIIONS' WOOD FLOOR SCOPE I NOTES: 1. GENERAL CONTRACTOR AND WOOD FLOORING SUBCONTRACTOR TO EXAMINE EXISTING CONDITIONS AND EVALUATE SCOPE OF ALL PROPOSED WORK, INCLUDING INFILL REPAIRS. 2. ALL EXISTING AND NEW SOL[D OAK STRIP FLOORING & SADDLES TO RECEIVE STAIN & PROTECTIVE CLEAR FINISH. 3. REPAIRS AND PATCHES · BEE DETAILS FOR SADDLES AND FLUSH TRANSITIONS. · REPLACE ALL LOOSE OR THIN FACE NAILED BOARDS, · FILLER AT SMALL CRACKS & NAILHOLEB SHALL BE COMPATIBLE WITH APPROVED STAIN AND FINISH. 4, ~ANDIN@ · AT STRAIGHT PLANK FLOORS SAND IN THE DIRECTION OF THE FLOORING OR AT 7-15 DEGREE ANGLE 5. STAIN · SAMPLE ON EXISTING & NEW WD, FLOOR - AT THE EARLIEST TIME THAT JOB CONDITIONS PERMIT. PROV DE MINIMUM THREE (3 DIFFERENT STAIN SAMPLES COMPLETE WiTH PROTECTIVE FIN SH COATINGS, COL@RS & FINISHES OF SAMPLES TO BE DETERMINED BY ARCHITECT. MAY INCLUDE CUSTOM COLOR MIXES. · APPLY STAIN AS PER APPROVED SAMPLE. 6. FINISH · BONAKEMI "TRAFFIC" / "STRONG" I OR "NATURALE" · SATIN OR MA3TE FINISH. 3 COATS · WATER BASED POLYURETHANE, F~NISH TO BE DETERMINED BY ARCHITECT AFTER SAMPLING PROCESS. 7. ALL WORK SHALL CONFORM TO SPECIFICATIONS. MILLWORK BCHEDULE (GENERAL NOTE: BEE PLANS & INTERIOR ELEVATIONS FORI BASIC MILLWORK SCOPE. MILLWORK TO EE DETAILED IN SUBSEQUENT CSK PACKAGE) ITEM o~ LOCATION M-1 A & S FIREPLACE SURROUND & TALL CABINET DINING ROOM M-2A & B TALL CABINETS W/UPPER & LOWER DO)ORS LIVING ROOM M-3 WINDOW SEAT LIVING ROOM M~ TALL CABINET AT AV HUB 1 W/ LIVING ROOM WOOD LOUVER GRILLE ABOVE M-SA & B TALL BOOKCASES W/1 DRAWER LIVING ROOM & ADJUSTABLE SHELVES M-SC FIREPLACE SURROUND & WALL PANEL,~S LIVING ROOM M-6 TALL CABINETS & STORAGE BENCH MUD ROOM CLOSET ROD/ADJUSTABLE SHELVES A~T CABINETS HINGED DOOR AT TOP OF BENCH M-7 RECYCLING CENTER MUD ROOM W/PULL OUT RBCYLING BINS M~8 BOOKCASES HALL NEAR GAME ROOM W/ADJUSTABLE SHELVES M-9 DESK & UPPER BOOKCASES BEDROOM 1 DESK Wt PENCIL DRAWERS, FILES CABIINETB. UPPERS W/ADJUSTABLE SHELVES M-10 WINDOW SEAT BEDROOMS 2, 3, 4 AND MASTER W/HINGED TOP TO STORAGE BELOW M-11 TOWEL CABINET MASTER BEDROOM M-I 2 DESK BEDROOMS 2 & 3 M-18 VANITY BATHROOM 2 M-14 LINEN CLOSET BEDROOM HALL M-15 TOWEL CABINET POOLHOUSB LEGEND EXISTING WALL & DOOR TO REMAIN PROPOSED WALL & BOOR PROPOBEDCONCRETE FOUNDATION DIMENSIONING NOTES: 1. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE N@TBO. GENERAL NOTES: 1, GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS, FINK & PLATT ARCHITECTS 347 W 36TH ST 1202 NEW YORK NY 1001B TEL 212 631 OB75 FAX 212 695 3056 FINKANDPLATT. COM LNPC I L.NAOUM P*E., P,C. MEP ENGINEER CARUSO-FiTZGERALD RESIDENCE 495 PADDOCK WAY MA3q'ITUCK, NY 11952 DATE PROPOSED PLAN SECOND FLOOR A-103 2'-0u TYP. PROPOSED EXHAUST PROPOSED ROOF PLAN 1/4" = 1'-0" ICE BARRIER UNDERLAYMENT TYP, WHERE SHOWN. INCLUDE ALL DORMERS. INSTALL W/CORROSION RESIS~TANT FASTENERS PER N.¥.S. CODE R 985.2.7.2 PROPOSED VENTING SKYLIGHTS PROPOSED EXHAUST PROPOSED PLUMBING VENT REMOVE ASPHALT SHINGLES, UNDERLAYMENT S & ALL FLASHING TO E× OSE SREA I . REPLACE W/ASPHALT SHINGLES, I LAYER OF UNDERLAYMENT, INCLUDE CE BARRIER UNDERLAYMENT WHERE SHOWN, COPPER (ASTM B370,1 § OZ. PER St=) FLASH NG REMOVE EXIST. CAP PROVIDE & INSTALL COPPER CHIMNEY CAP W/SQUIRREL CAGE TO ACCOMMODATE DIRECT VENT GAS EXHAUST CAP PROPOSED EXHAUST PROPOSED PLUMBING VENT SLOPE 1/4~' PER F ROOF ASSEMBUES NOTE: ALL MATERIALS AND INSTALLATIONS TO CONFORM WITH RESIDENTIAL CODE OF NIE~N YORK STATE: · R901-964 · R ~05.2 - ASPHALT SHINGLES · R 905.11 - MODIFIED BITUMEN ROOFING PROPOSED MUD ROOM ROOF MODIFIED DITUMEN ROOFING, UNDERLAYMENT & COPPER FLASHING GENERA[. NOTES: 1. GENERAL CONTRACTOR TO VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD AND IMMEDIATELY REPORT TO ARCHITECT ANY DISCREPANCIES THAT MAY AFFECT PROPOSED LAYOUTS AND INSTALLATIONS. FINK & PLATT ARCHITECTS 347 W 30THST1203 NEW YORK NY 10018 TEL 212 0310675 FAX 212 695 3056 FINKANDPL~TT+COM LNPCIL.NAOUMP.E,,P.C. MEPENGiNEER 330WEST38THSTREET NEWYORK, NY10018 TEL (212) 714-0094 FAX(212}714-0080 PROJECT CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 PROPOSED PLAN ROOF A-104 EXTERIOR RNISH SCOPE & NOTES: 1. GENERAL CONTRACTOR AND PAINTING SUBCONTRACTOR SHALL THOROUGHLY REVIEW: A. EXISTING CONDITIONS. S. PROPOSED SCOPE OF WORK. C. SPECIFICATIONS/REQUIREMENTS. 2~ THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE PREPARATION AND FINISH PAINT APPLICATIONS' A. EXISTING EXTERIOR WOODWORK/TRIM INCLUDING CORNER, FASCIA AND SOFFIT BOARDS. B. EXISTING AND PROPOSED WINDOWS AND DOORS INCLUDING TRIM, BILLS, FRAMES, SASH AND MUNTINS. C, EXISTING AND PROPOSED PORCH INCLUDING POSTS, RAILING, PICKETS, PILASTERS, FASCIAS. CEILING AND STAIR RISERS. D, MUD ROOM INCLUDING CORNER, FASCIA AND SOFFIT BOARDS AND STAIR RISERS, E. ALL WOODWORK/TRIM AT EXISTING GARAGE. F. GATES, 3. THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE CLEAR PENETRATING FINISH: A, PROPOSED PERGOLA POSTS AND FRAMING. 4. EXISTING AND PROPOSED CEDAR SHINGLE CLADDING SHALL NOT RECEIVE FINISH UNLESS OTHERWISE NOTED, PROPOSED WOOD CASEMENT WINDOW PAINT FIN, 6" COPPER "HALF ROUND" GUTTERS & SMOOTH RAiN WATER LEADERS W/ALL ACCESSORIES, TYP. NEW EXIB~NG PROVIDE & INSTALL COPPER CHIMNEY CAP W/SQUIRREL CAGE TO ACCOMMODATE DIRECT VENT GAS EXHAUST CAP REPLACE ASPHALT ROOF SHINGLES SEE ROOF PLAN 11A104 PROPOSED COPPER CLAD VENTING SKYLIGHTS EXISTING CASEMENT WINDOW COMPMEB WiTH NYS RESIDENTIAL CODE SECTION 310 EMERGENCY ESCAPE EXISTING CLEAR OPENING = 8.85 S.F. > 5.7 S,F. FOR BEDROOM 4 , EXISTING CLEAR WIDTH = 25" ,> 20' ,, EXISTING CLEAR HEIGHT = 51 ' · 24 WINDBORNE DEBRIS PROTECTION COMPUANCE WITH N.Y.S. RESIDENTIAL CODE R SO1.2.1 EXISTING SLOPE PROPOSED BLIND WOOD GRILLE PAtNT FIN. PROPOSED PLUMBING VENT PROPOSED EXHAUBT E SMCOTIi HAIN WA~R LEADERS W/ ALL ACCESSORIES~ TYP. CEDARSHINGLES CEDAR TRIM PAINT FIN. PROPOSED FOUNDATION VENT COPPER DRYER EXHAUST WALL CAP =AINT FIN., TYp. EXISTING CASEMENT WINDOW WHEN MODIFIED WITH PELLA EGRESS HARDWARE SHALL COMPLY WI1H NYS RESIDENTIAL CODE GECTION 310 EMERGENCY F.~CAPE FOR BEDROOM 1 MODIFIED CLEAR WIDTH = 21" · 20' EXISTING CLEAR HEIGHT = 69" · 24' EXISTING CLEAR OPENING = 10 B.F, > 5 S,F, EXIST. 1ST FI~'. FLOOR~ NORTH ELEVATON 1/4" = 1'-0" FINK & PLATT ARCHI?ECTS 347 W 3ETH ST 1202 NEW YORK NY 10018 PROJECT CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATi-ITUCK, NY 11952 DATE 02/12/09 BUILDING ELEVATION NORTH A-201 EXTERIOR FINISH SCOPE & NOTES: I GENERAL CONTRACTOR AND PAINTING SUBCONTRACTOR SHALL THOROUGHLY REVIEW: A. EXISTING CONDITIONS. B. PROPOSED SCOPE OF WORK. C. SPECIFICATIONS/REQU[REMENTS~ 2. THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE PREPARATION AND FINISH PAINT APPLICATIONS: A. EXISTING EXlERIOR WOODWORK/TRIM INCLUDING CORNER, FASCIA AND SOFFIT BOARDS. B. EXISTING AND PROPOSED WINDOWS AND DOORS ~NCLUDING TRIM, SILLS, FRAMES, SASH AND MUNTINS. C. EXISTING AND PROPOSED PORCH INCLUDING POSTS, RAILING, PICXETS, PILASTERS, FASCIAS, CEILING AND STAIR RISERS. D. MUD ROOM INCLUDING CORNER, FASCIA AND SOFFIT BOARDS AND BTAIR R~SSRS, E. ALL WOODWORK/TRIM AT EXISTING GARAGE. F. GATES, [~ THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE CLEAR PENETRATING FINISH: A. PROPOSED PERGOLA POSTS AND FRAMING~ 4. EXISTING AND PROPOSED CECAR SHINGLE CLADDING SHALL NOT RECEh/E FINISH UNLESS OTHERWISE NOTED. WINDBORNE DEBRIS PROTECTION COMPUANCE WITH N.Y.G. RESIDENTIAL CODE R 301.2.1.2: 1. GENERAL CONTRACTOR SHALL PRE-CUT WOOD SRUCTURAL PANELS FOR EACH GLAZED DOOR AND WINDOW 2. ALL PANELS TO BE PRE-DRILLED FOR 2 1/2" #6 OR #8 SCREWS SPACED ACCORDING TO TABLE R SSf.2.1 ~ PROVIDE & INSTALL COPPER CHIMNEY CAP W/SQUIRREL CAGE TO ACCOMMODATE DIRECT VENT GAS EXHAUST CAP EXISTING CASEMENT WINDOW COMPLIES WITR NYS RESIDENTIAL CODE SECTION 310 EMERGENCY ESCAPE FOR BEDROOM 3 EXISTING CLEAR WIDTH -- 25" · 20" EXISTING CLEAR HEIGHT = 51" · S4" EXISTING CLEAR OPENING -- 8.85 S.F. > 5.7 $.F, PROPOSED EXHAUST REPLACE ASPHALT ROOF SHINGLES SEE ROOF PLAN IIAIE4 SHED ROOF BEYOND EXISTING CASEMENT WINCOW COMPLIES WITH NYC RESIDENTIAL CODE SECTION 310 EMERGENCY ESCAPE EXISTING CLEAR OPENING = 8,85 S.F. · 5.7 S.F. FOR MASTER BEDROOM ~ . EXISTING CLEAR WIDTH = 25 · 20 EXISTING CLEAR HEIGHT = 51" · 24" 6" COPPER "HALF ROUND" GUTTER PROPOSED WOOD STEPS & RAILING TO MATCH EXISTING PAINT FIN. CEDAR TRIM, PAINT FIN. EXIST. 1ST FIN. FLOOR PROPOSED STEPS CEDAR TRIM, PAINT FIN, PROPOSED FOUNDATION VENT ALIGN SHINGLE COURSES W/EXISTING ADJACENT, TYP, ~EAST ELEVATON 1/4" = 1'-0" FINK & PLATT ARCHITECTS 347 W SETH ST 1202 NEW YORK NY iOO~S TEL 2~2 O3~ 0675 FAX 2~2 695 3056 FINKANDPLATT. COM CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MAS-['~TUCK, NY 11952 I]ATE BUILDING ELEVATIONS EAST & WEST A-202 PROPOSED WOOD CASEMENT WINDOW PAINT FIN. MODIFY EXISTING CASEMENT WINDOW W/ PELLA EGRESS HARDWARE TO CREATE 2(]" CLEAR WIDTH REPLACE ASPHALT ROOF SHINGLES SEE ROOF PLAN 11A164 PROPOSED PERGOLA CEDAR POSTS S FRAMING, CLEAR FIN. I I SOUTH ELEVATON 1/4" = 1 '-0" EXTERIOR FINISH SCOPE & NOTES: 1. GENERAL CONTRACTOR AND PAINTING SUBCONTRACTOR SHALL THOROUGHLY REVIEW: A. EXISTING CONDITIONS. B. PROPOSED SCOPE OF WORK. C. SPECIFICATIONS/REQUIREMENTS. 2. THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE PREPARATION AND FINISH PAINT APPLICATIONS: A. EXISTING EXTERIOR WOOCWORS/I~RIM INCLUDING CORNER, FASCIA AND SOFFIT BOARDS. B. EXISTING AND PROPOSED WINDOWS AND DOORS INCLUDING TRIM, SILLS, FRAMES, SASH AND MUNTINS. C, EXISI1NG AND PROPOSED PORCH INCLUDING POSTS, RAILING, PICKETS, PILASTERS, FASCIAS, CEILING AND STAIR RISERS. D. MUD ROOM INCLUDING CORNER, FASCIA AND SOFFIT BOARDS AND STAIR RISERS, E. ALL WOODWORK/TRIM AT EXISTING GARAGE. F, GATES. 3. THE FOLLOWING STRUCTURES AND SURFACES SHALL RECEIVE CLEAR PENETRATING FINISH: A. PROPOSED PERGOLA POSTS AND FRAMING. 4. EXISTING AND PROPOSED CEDAR SHINGLE CLADDING SHALL NOT RECEIVE FINISH UNLESS OTHERWISE NOTED. WINDRORNE DEBRIS PROTECTION COMPUANCE WITH N.¥.S. RESIDENTIAL CODE R 331.2.1.2: 1. GENERAL CONTRACTOR SHALL PRE-CUT WOOD SRUCTURAL PANELS FOR EACH GLAZED DOOR AND WINDOW 2. ALL PANELS TO BE PRE-DRILLED FOR 21/2" #6 OR #8 SCREWS SPACED ACCORDING TO TABLE R 301.2.1,2 PROPOSED BLIND WOOD GRILLE PAINT FIN. PROPOSED CEDAR SHINGLE ROOF SUPPORTED ON CEDAR BRACKETS I I I EXIST. 2N[~ FIN. FLOOR CEDAR SHINGLES RIM PAINT FIN. SHINGLE PATCH EXIST, 1 ST FIN. FLOOR FINK & PLATT ARCHITECTS 547W36TH ST ~202 NEW YORK NY ~OO1S TEL 2~2 63~ 0675 FAX 2~2 695 3055 FINKANDPLATT. COM LNPC ! LNAOUM P.E., P.C~ MEP£NgINEER 330 WE~T 38TH STREET NEW yORK, NY 10018 CARUSO-FIIZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 BUILDING ELEVATION SOUTH A-203 SLOPE 1/8" PER FOOT FOR FRAMING SEE DRAWINGS HANG HVAC UNIT SEE RVAC DRAWINGS FOR LOCATION W/ 17=-B' V.I.F. EXIST. RIDGE __ 20'-10" V.LF,{~ EXIST. 2ND FLOOR FIN. CEILING ~ SECTION/ELEVATION LOOKING NORTH i/4" = 1 '-0" FAMILY ROOM MASTERSEDROOM EX ST.-$ FIN. CEILING GAMEROOM DINING ROOM UVING ROOM EXIS~NG EXISTING BASEMENT FOR PROPOSED OPENINGS, FI FRAMING SEE STRUCTURAL DRAWINGS PROPOSED CRAWLGPACE EXIST. CRAWL SPACE EXIST. BAGm~'~T~ COPPER CHIMNEY CAPW! SQUIRRELCAGE PROPOSED BLIND WOOD GRILL~ PAINT FIN. HANG RVAC UNIT FROM RAFTERS W/ VIBRATION ISOLATORS SEE HVAC DRAWINGS FOR DETAILS BATHROOM 2x4 @ 16" C.C.' EXPOSED PAINT FIN. ACCESS PANEL FO ATrlB COORDINATE LOCATION W/ ARCHITECT IN FIELD FOR NEW OPENING SEE STRUCTURAL DRAWINGS MABTERBEDROOM LIVING ROOM EXIST. RiDgE ~ EXIST. 2ND FLOOR FIN, CEIL~G ~ EXIST. W~LL ~ EXIST. 2ND FI~. FLO~R ~ 9'-4 1/2' V.I,F Fl~ CEIL. o'-o" V,LF. EXIST. 1ST FIN. FLOOR FAMILY ROOM BEYOND HANG HVAC UNIT FROM RAFTERS W/ VIBRATION ISOLATORS SEE HVAC DRAWINGS FOR DETAILS PROPOSED EXHAUST PROPOSED PLUT PROPOSED PERGOLA ENTRY VESTIBULE BEYOND PROPOSEDAREAWAY @ PROPOSED OPENING SEE PLANS EXISTING CRAWLSPACE SECTION/ELEVATION LOOKING NORTH 1/4" = 1'-0" PROPDGEDCRAWLSPACE ~ SECTION/ELEVATION LOOKING NORTH 1/4" = 1'-0" FOR PERGOLA -- FOOTING SEE STRUCTDRAL DRAWING 3/S6 ASEUMED PATIO FOUNDATION WALL PROPOSED PERGOLA: 8 DIA. POSTGTO CARRY SOLID CEDAR 3XG, 2X8 RAFTERS AND 2X6 PURLINS, ALL CONNECTIONS TO BE WITH GALVANIZED E'R-. BRACKETS 'PERFOOT FINK & PLATT ARCHITECTS 347W36TH ST 1202 NEW YORK NY 10018 TEL 212 631 0675 FAX 212 695 3056 FINKANDPLATT.COM pROJECT CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 DATE SECTIONS A-211 ~SHED ROOF SIDE ELEVATION 3/4" = 1'-0" MODIFIED BITUMEN MEMBRANEROOF BEYOND GLITTER SLOPETO R.W.L. FASCIAS, COVE & ~ BDS, TO MATCH EXIST, FLASHING CEDAR SHINGLES FOLLOW EXISTING / - ADJ. COURSING ALIGN TO WINDOW TRIM AS SHOWN FOUNDATION VENT TO MATCH EXISTING FACE TEXTURE AT EXPOSED CONCRETE TO MATCH EXISTING & ADJACENT CONNECT R.W.L TO DRYWELL FACE OF EXISTING SHINGLES COPPER FLASHING W/ HEMMED END CEDAR SHINGLES @ ROOF TO MATCH EXISTING SOLID WD. OOVE~ RETURN, PAINT FIN. CEDARLOUVER$ FRAMING EXPOSED @END, PAINT FIN~ 3x4 SOLID WO. BRACKET, PAINT FIN. 5t4x3 SOLID WD. BRACKET MOUNTING BOARD, PAINT FIN, ~SHED ROOF PARTIAL ELEVATION 3/4" = 1'-0" 10'-10" VJ.F. 2ND FI~' F~. ROOF ASSEMBLY= MEMBRANE ROOFING ON 3/4" PLYWOOD DECKING EUPPORTED ON SLOPED ~( SLEEPERS ABOVE 2xt2 RAFTERS. R.S8 BATT iNSULATiON BETWEEN RAFTERS W! POLYETHELENE VAPOR BARRIER R-19 BAnff INSULATION @ CEIL[N(GS, TYP. ~ R.O.~'EAB 1x6 PRIMED T. & G. @ - CEILING & WALLS, PAINT FiN. CASING @ MUO ROOM PAINT FIN, ROUT NOTCH IN T, & G, TO ACCEPT CASING DOOR NO. 2 SEE EXTERIOR DOOR SCHEDULE - DOOR NO. 11 BEE INTERIOR DOOR SCHEDULE ADHERED W/THINSST ON WATERPROOF -- MEMBRANE OVER 3/4 PLYWOOD SUSFLOOR ~EE 1/A604 FOR TILE 3'~f PE & LOCATION IS~IN, FL, 3'r CONCRET~ SLAB ON 6MIL. POLYETHELENE VAPOR BARRIER OVER 3" GRAVEL ON COMPACSED SOIL COMPRESSIBLE FILLER @ PERIMETER COPPER FLASHING W/ HEMMED END 2X4 NAILER BUILDING PAPER 3/4" PLWVOOD DECKING 3x4 RAFTER ABOVE BRACKETS 2x4 RAFTER TYP 16" O~C, MtN, ATrACH TOP & BOTFOM W/ SIMPSON GA-1 CONNECTOR CONTINUOUS 4x10 WD. BEAM, PAINT FIN, COVE MOLDING, PAINT FIN, 3/4" SOFFIT BOARD PAINT FiN. PROV DE OVAL VENTS W iNSECT SCREEN BEHIND 5x4 SOLID WD. BRACKET, PAINT FIN. (~ SHED ROOF SECTION DETAIL 3/4" = %0" VENT: CONTINUOUS SLOT W/INSECT SCREEN fWALL ASSEMBLY: CEDAR SHINGLES ON 15LB FELT ON 5/8" PLYWOOD SHEATHING SUPPORTED ON 2x6 FRAMING W/ R-21 INSULATION W/ POLYETHELENE VAPOR BARRIER BLUESTONE STEP ON 6" GRAVEL BED SEE STRUCTURAL DRAWING 6/S-~ R-10 RIGID INSULATION AT ENTIRE PERIME-Ir~R BITUMINOUS DAMPPROOFING 12 x24 REINFORCED CONCRETE FOOTING SEE STRUCTURA!. DRAWING DETAIL SECTION @ MUD ROOM LOOKING EAST FINK & PLATT ARCHITECTS 347 W 36TH ST :~202 NEW YORK NY 3.003.8 TEL 23.2 63,~ 0675 FAX 2~2 695 3056 FINKANDPLATT,COM I.NPC I L.NAOUM P.E., P.C. TEL (212) 7140094 :. 025'7' CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MA'CrlTUCK, NY 11952 DATE DETAIL SECTIONS A-212 ~MUO ROOM SECTION DETAIL LOOKING NORTH (6~- (~MUD ROOM SOUTH ELEVATION DETAIL 3/4" = 1'-0" 3/4" CARUSO - FITZGERALD RESIDENCE: MAIN HOUSE WINDOW & SKYLIGHT SCHEDULE FRAME DIM. JAMB FINISH GLAZING/U-FACTOR DETAIL KEY LOCATION DESCRIPTION / TYPE MANUFACTURER I MODEL NO. MATERIAL 0g x H) ¥1NDOW SCHEDULE OPERABLE CASEMENT PELLA - ARCHITECT SERIES (2) 2559 ::'RIMED PINE LOW-E INBULATNG GLASS 1 LAUNDRY 2-WIDE OUTSWING 7/9" INTEGRAL TRAD. GRILLES :XTERIOR & 50~' x 59" 6 3/4" V.I.F. PAINT ~RGON FILLED 1, 5 / A-222 TYP. JOINING MULLION ;TD. WHITE HARDWARE & SCREEN ,ITERIOR J-FACTOR .31 PELLA - ARCHITECT SERIES 2141 PRIMED PINE ,PERASLE CASEMENT 7/8" INTEGRAL TRAD. GRILLES EXTERIOR & 21' x 41" II II II II 3 LIVING ROOM ~INGLE OUTSWING STD. WHITE HARDWARE & SCREEN INTERIOR NORTH SOUTH OUTH DPEREABLE CASEMENT PELLA - ARCHITECT SERIES (4) 2541 8 KITCHEN - fi-WIDE EQUAL OUTSWING 7/8" INTEGRAL TRAD. GRILLES II 100" x 41" II If II II SOUTH VENT/FIXED/FIXED/VENT STD. WHITE HARDWARE & SCREEN PELLA - ARCHITECT SERIES 2141 9 KITCHEN - OPERABLE CASEMENT 7/8" iNTEGRAL TRAD. GRILLES II 21" x 41. II 8OMTH B~NGLE OUTSWING ,STD. WHITE HARDWARE & SCREEN ='ELLA - ARCHITECT SERIES 2135 10 MASTER BEDROOM FIXED SINGLE UNiT ;8" INTEGRAL GRILLES II 21" x 35" II II ]1 2, 5/A-'2~2 ~TD. WHITE HARDWARE & SCREEN 11 BEOHOOM 2 II II II II II II II II -_-XISTIN G CASEMENT EXISTING PELLA - 29" x 53" PAINT EXISTING GLAZING U-FACTOR .43 12 BEDROOM 3 EGRESS COMPMANT ~,RCHITECT SERIES 2953 13 BEDROOM 4 II II II II II 14 MASTER BEDROOM II ii II il 15 BEDROOM2 II II I( II II EXISTING PELLA - EXISTING CASEMENT I~RCHITECT SERIES 2571 W/ 25" x 71" 16 BEDROOM 1 MODIFY TO COMPLY FOR PELLA OPTIONAL EGRESS INGRESS WHITE HARDWARE 17 A"i'~IC! ABOVE BLIND LOUVER GRILLE TBD PRIMED CEDAR 21" x 35" 4 1/2" PAINT EXT, N/A 0, 8/A-222 SKYLIGHT SCHEDULE STD. INSECT SCREEN NOTES: 1. C.C. TO BRING PELLA REP. TO JOB LOCATION TO REVIEW EXIBTINGPELLA UNITS & CONFIRM PROPOSED PELLA DOORS & WINDOWS. 2. REVIEW SCHEDULE IN CONJUNCTION W/ELEVATION DRAWINGS: 1/A-201, 2/A-202 & 1/A-203. 3. OPERATION IS DESCRIBED FROM EXTERIOR VIEW. GC TO CONFIRM SWING. 4. iNCL. EXTENDED FRAME (JAMB & HEAD). CONFIRM JAMB DEPTH @ EXISTING 2 x 6 WALL CONSTRL 5. COMPLIANCE WITH N.Y.S. RESIDENTIAL CODE R 301.2.1.2: GENERAL CONTRACTOR SHALL PRE-CUT WOOD STRUCTURAL PANELS FOR EACH GLAZED OPENING. ALL PANELS SHALL BE PRE-DRiLLED FOR 2-1/2" ~6 OR # 8 SCREWS BPAC ,ED ACCORDING TOTABLE R 381,2.1.2 CARUSO - FITZGERALD RESIDENCE: MAIN HOUSE EXTERIOR DOOR SCHEDULE FRAME DIM. HARDWARE SCREEN DOOR DETAIL KEY LOCATION DESCRIPTION I TYPE MANUFACTURER I MODEL NO~ MATERIAL VJ.F. JAMB FINISH GLAZING I U-:,FACTOR SILL SET ONxH) ~AIR-NEW ENGLAND ~CREEN DOOR =OMPANY -"BEAL LOW-E INSULATING GLASS VENT- 1 & lA 4ARBOR" OR SHOP 1, 4, 5/ IN-SWING FRENCH DOOR PELLA-ARCHITECTSERIES3686 PRIMEDPINE 63/4" =AINTBY ARGON FILLED BLACK =ABRICATED A-221 ENTRY W/SIDELIGHTS& W/{2)lSE6CUSTOMTRANSOMS EXTERIOR& 72"x182~ V. LF. ~ONTRACTOR UFACTOR.32 '1 VESTIBULE - ¥[DE STILE TRANSOM 7/9" INTEGRAL TRAD. GRILLES INTERIOR ~ARDWOOD TO NORTH SEE TYPE C ON A-220 HATCH. PRIME FOR PAINT 3-WIDE IN-SWING FRENCH DOORS PELLA ' ARCHITECT SERIES (3) SINGLE W/3 WIDE STILE TRANSOMS 3686 W/(3) 1886 CUSTOM II me"x 102" ii Il (I II 1 & lA II 2 MUD ROOM FIXED/ACTIVE/FIXED TRANSOMS SEE TYPE D ON A-220 7/8" INTEGRAL TRAD. GRILLES ~SW[NG FRENCH DOOR PELLA - ARCHITECT SERIES 3686 1,2, 5/ 3 KR'CHEN N~ WIDE STILE TRANSOM CUSTOM TRANSOMS II 36"x 102" II II II II 2 & 2A II A-221 SEE TYPE A ON A-220 7/8" INTEGRAL TRAD. GRILLES NSWING FRENCH DOUBLE DOOR PELLA - ARCHITECT SERIES 6056 PAIR 1, 3, E/ 4 :)INING ROOM /,//WIDE STILE TRANSOM CUSTOM TRANSOMS II 50' x 'mE" II II II [I 3 & 3A I] A-221 ~EE TYPE B ON A-220 7/8" iNTEGRAL TRAD. GRILLES ,i-SWING FRENCH DOOR PELLA - ARCHITECT SERIES 3686 PRIMED FINE 1, 4, 5/ ENTRY W/SIDELIGHTS & W/(2) 1886 CUSTOM TRANSOMS -~'TERIOR & 72" x 102" II , II II II 2 & 2A II A-221 5 ~/ESTIBULE - WIDE STILE TRANSOM 7/8" INTEGRAL TRAD. GRILLES NTERIOR SOUTH SEE TYPE C ON A-220 INSWING FRENCH DOUBLE DOOR PELLA. ARCHITECT SERIES 6096 =RIMED PINE PAiR 1, 3, 5/ 6 ~IALL W/WIDE STILE TRANSOM CUSTOM TRANSOMS -=XTERiOR & 60" x 102" II II II It S & 3A Il A-221 SEE TYPE B ON A.220 7/8" INTEGRAL TRAD. GRILLES NTERIOR INSWING FRENCH DOOR =ELLA- ARCHITECT SERIES 3686 1.2, 5/ 7 ~-AME ROOM W/WIDE STILE TRANSOM 3USTOM TRANSOMS II 36" x 102" Il II II II 2 & 2A II A-221 SEE TYPE A ON A-220 ~/8" INTEGRAL TEAD. GRILLES NOTES: 1. G.C. TO BRING REP. TO JOB LOCATION TO REVIEW EXISTING UNITS & CONFIRM PROPOSED DOORS & WINDOWS. 2~ REVIEW SCHEDULE IN CONJUNCTION W/ELEVATION DRAWINGS: 1/A-201, 2/A-202 & 1/A-203. 3. OPERATION IS DESCRIBED FROM EXTERIOR VIEW. GC TO CONFIRM SWING. 4. CONFIRM JAMB DEPTH @ EXISTING 2 x 6 WALL CONSTRUCTION 5. NEW DOOR TYPES ARE INTENDED TO INSTALL UNDER EXISTING ROUGH OPENING HEIGHT. 6. HARDWARE SETS: SEE FINISH HARDWARE SPECIFICATION 7. COMPLIANCE WITH N.Y.S. RESIDENTIAL CODE R 301.2.1.2: GENERAL CONTRACTOR SHALL PRE-CUT WOOD STRUCTURAL PANELS FOR EACH GLAZED OPENING. ALL PANELS SHALL BE PRE-DRiLLED FOR 2-1/2" #6 OR # 8 SCREWS SPACED ACCORDING TOTABLE R 391.2.1.2 3'-0' FRAME EQUAL LITES 2 LITES 4'-11 1/4" FRAME ,/ \ VERTICAL MUNTINS TO ALIGN 3'-0' FIXED 3'-0" ACTIVE 3'-0" FIXED 9'.,0" FRAME TYPE D 1/2/' = 1'-0" ,.~ 7EQUALLITES ~ LITES 6'~"FRAME TYPE C 1/2" = 1'-0" TYPE E- 5/4" THK. SCREEN DOOR 1/2" = 1'-0" FINK & PLATT ARCHITECTS 347 W 36TH ST ~202 NEW YORK NY 10018 CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK~ NY 11952 DATE WINDOW l EXTERIOR DOOR SCHEDULE A-220 3'-41/8" 3'-13/4" DN 12R @ 73/4" & 1/4 & ~~4sT~'R-- ~ ,~.,*, N=.o E, RST TO SECO.D ~LOOR / / / ¢"SPHERE SI~,LLL NOT PASS'~ROUGH BALUSTERS 3"SPHERE SHALLLNOT PASSTHROUGH BALUSTERS FINK & PLATT A R C HIT E C T S 347W36TH ST 1202 NEW YORK NY ~0018 TEL 212 631 0675 FAX 212 695 3066 F~NKANDPLATT, COM PARTITIONS ABOVE STAIR PLAN: BASEMENT TO FIRST FLOOR 3/4" = 1'-0" CARUSO-FI3-ZGERALD RESIDENCE 495 PADDOCK WAY MATt[TUCK, NY 11952 DATE DWG STAIR PLANS A-301 CURVED WALL 4X4 POST IN I WALL CONC. FNDTN, FOR STAIRS&P~ORMS, SEEGTRUCTURAL STAIR SECTION: LOOKING EAST 3/4" = 1'-0" 4X4 POST iN WALL SLOPED CEILIN 5/4 SOLID CASING. PAINT FIN. GWB PRIME & PAINT, TYP ~' 4X4 POST IN WALL XISTING GWB ~ DORMER, 9LOPED CE1MNG & CURVED WALL TO CLEANLY iNTERSECT, PROWDE FIBERGLASS MESH TO SUPPORT Sl~l COAT PREP. FLAT CURVED SCUD MAPLE HAND RAIL, ROUND 1 3/4" DIAM. CLEAR FIN. "SPHERE ~RALLL NOT PASS THROUGH BALUSTER~ CURVED WALL SOLID MAPLE 1 1/4' ROUND TAPERED BALUSTERS. CLEAR FIN. 21/2" BALUSTER WHERE RAILING TURNS 5/4 OAK NOSING 3/4" THK. OAK FIN. FLR. 3-2X10 LVL - __ SOLID WOOD WEDGES & BLOCKING TO SECURE TREADS & RISERS~ TYB. 2X12 CARRIAGES ;AGING O STAIR HALL OPENING. PAINT FIN. 1X SOLID WD. FACE STRINGER. PAINT FIN. TYP. STEEL RAILING SUPPORT. MTD. TO BLOCKING. PAINT FIN. GWB PRIME & PAINT. G' DIAM. STL. POST GWS PRIME & PAINT. ~P STRUCTURE GWB PRIME & PAINT STINGER9 TO CARRY TREADS & RISERS STAIR SECTION: LOOKING NORTH 3/4" = 1'-0" ~ 2X12CARRIAGE9 ~ 5/4 STINGERS TO CARRY TREADS & RISERS I I ................. L ...... J SCUD 5/4 OAK TREADS W/ iNTEGRAL NOSING & APPLIED NOSING AT OPEN SIDE. CLEAR FIN, TYP. IX SOLID WD. RISER PAINT. FIN. TYP 5-2XlQ GIRDER SOUD SOUTHERN YELLOW PINE HAND RAIL, ROUND 11/2" DIAM. CLEAR FIN, WN_L BRACKET: STAMPED STEEL (GALVANIZED) JUUUG BLUM NO. 1622. PROVIDE BLOCKING IN WALL. GW5 PR,ME S PA,NT. P".LLL SCUD SOUTHERN YELLOW PINE 5/4 TREADS W/INTEGRAL NOSING & APPLIED NOSING AT OPEN SIDE, CLSAR FIN. TYP, IX SOLID PINE, RISER CLEAR FIN. TYP STAIR SECTION: LOOKIING WEST 3/4" = 1'-0" NOTPASSTHROUGH BALUSTERS RNLING TURNS 2-2)(10 DUTY STL. BRACKETS TO ANCHOR STRINGERS TO HEADERS. TYP, BLOCKING TO SECURE TREADS & RISERS, TYP. PLATES TO SET UP WALL CURVE, TYP CURVEDWALL 2- 2X6 4X4 POST OF WORK CONC, FNDTR. FOR STAIRS & pLATFORMS FINK & PLATT ARCHITECTS 347W36TH ST 1202 NEW YORK NY [O0~S TEL 2~2 ~31 0675 FAX 212 695 3056 FINKANDPLATT.COM CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATrlTUCK, NY 11952 DATE STAIR SECTION/ ELEVATtONS A-302 [SEE REFLECTED CEILING PLANS) CAULK PERIMETER, I LAYER 5/8" GYP. BD, EA. SiDE STUDS 24" C.C. USE WATER RESISTANT BO. [~ BATHROOMS, LAUNDRY & KITCHEN) NOTE= WATERPROOF CEMENT BOARD BACKER FOR WALL TILE FINISH 3" S.A.F.B. INSULATION FOR PARTITION TYPE ~1~ SOLID WOOD BABEBOARD SEE INTERIOR ELEVATIONS SEALANT TYP. EXISTING OR PROPOSED FLOOR FINISH SEE FLOOR PLANS 2x4 INTERIOR PARTITION 2x4 INTERIOR PARTITION W/INSULATION EXISTING OR PROPOSED CEILING (SEE REFLECTED CEIUNG PLANS) 3/8 x 11/2 HORIZONTAL STRAPPING TO SUPPORT INSULATION 3" B,A,F.S. INSULATION FOR PARTITION TYPE 5' S.A.F.B. INSULATIO~~ FOR PARTITION TYPE ,~ 5/8" GYP, BD, ON WD. STUDS 24" O.C, SOLID WOOD B~EBOARD (SEE FINISH PLANS & SCHEDULE) SEALANT TYP. EXISTING OR PROPOSED FLOOR FINISH (SEE FINISH PLANS & SCHEDULE) 2x4 SHAFT PARTITION 2)(6 SHAFT PARTITION FLR, OPNG. @ DUCTSHAFT EXISTING OR PROPOSED CEILING TAPE & SPACKLE ALL JOINTS CAULK PERIML~IER~ TYP, I LAYER 5/8" GYP. BD. EA. SIDE STUDS 24" C.C. USE WATER RESISTANT BD, ~,T BATHROOMS, LAUNDRY & KITCHEN) NOTE= WATEP~ROOF CEMENT BD. BACKER FOR WALL TILE FINISH 51/2" 5" S.A.F.S. INSULATION FOR PARTITION TYPE ~ V SOLID WOOD BASEBOARD - SEE INTERIOR ELEVATIONS SEALANT TYP. SEE FLOOR PLANS 2X6 INTERIOR PARTITION 2x6 INTERIOR PARTITION W/INSULATION EXISTING OR PROPOSED CEILING BEE REFLECTED CEIUNG PLANS 1 LAYER 5/8" GYP. BD. ON 2x6x STUDS STAGGERED TO NOT ALIGN W/EXISTING 2x4 STUDS EXISTING OR INFILL 2x4 PARTITION GYP. BD. REMOVED FOR PIPE ROUTING ~4" PLYWOOD BLOCKING @ GAME ROOM NORTH WALL. COORDINATE W/AV S" & 5" B,A,F.B, INSULATION ~,_ FU RR-OUT - ACOUSTICAL SEE STRUCTURAL DRAWINGS 3&4/S-4 5/8" WATER RESISTANT SD. ON 2x6 STUDS NOTE: WATERPROOF CEMENT BD, SACKER FOR WALL TILE FINISH AIRSPACE VARIES (SEE PROPOSED PLANB) EXISTING FLOOR FINISH (BEE FINISH PLANS & SCHEDULE) <~ FURR-OUT- PLUMBING __ ADD 1 LAYER 5/@'GYP. SD. @ BEDROOM 1 SOUTH WALL CONTINUOUS -- ACOUSTR-BLOCK BARRIER @ BEDROOM1 SOUTH WALL FINK & PLATT ARCHITECTS TEL 2~-2 631 0675 CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MAS'RTUCK, NY 11952 WALL TYPES A-411 GATE SELF CLOSING & SELF LATCHING PAINTED WOOD GATE & POSTS W/ ~ COPPER CAPS, PAINT FIN., SECURELY CONNECTED TO CHAIN ENK FENCE, GATE SHALL BE EQUIPPED WITH CHILD PROOF LOCK, DTAINLESS STEEL HARDWARE, TYP. AS PER NYS CODE. BLUESTONE PAVER STEPPING STONE 4" x26' xS6" 48" HIGH CHAINLINK FENCE WITH SQ OPENINGS, CONCEALED WITHIN HEDGE PROPOSED TREE BY OTHERS RECEPTACL DRAWINGS W/CEDAR DECKING, SLATTED TO DRAIN OUTDOOR SHOWER EXISTING POOL IE PAVERS ON 2" LEVEUNG SAND & 2' CRUSHED STONE, TYP. POOL SAFETY REQUIREMENTS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS ~OF THE NEW YORK STATE CODE, RULES AND REGULATION D NYGRR TITLE 13 PARTS 1220-122',' PERTAINING TO POOL SAFETY & ~ART 1226 PERT~dNING TO FOOL ALARMS & TEMPORARY ENCLOSURES POOL CONTRACTOR NOTES UNFINISHED CEDAR HORIZONTAL SUPPORTS &IX6 VEF~[CALBOARDS PROPOSED POOLHOUSE CON~TACT DOUG REINHARDT CELL 631 371-6317 RON GIBBONS POOLS (613) 391~258 aY (~IENERAL CONTRACTOR: 1. {~OORD[NATE ALL WORK WITH POOL CONTRACTOR. 2. PIROVlDE UTILiTIES TO REQUIRED LOCATIONS. 3. PIROVIDE CONCRETE SLABS FOR POOL EQUIPMENT, 4. TRENCH AND FILL FOR POOL PIPING. 5. pROVIDE ELECTRICAL WIRING AND CONNECTIONS. 6. PROVIDE AND INSTALL PATIO (MINUS COPING). S¥ IPOOL CONTRACTOR: 1. RIEMOVE ALL EXisTING EQUIPMENT AND PIPING NOT REQUIRED FOR pROPOSED INSTALLS. 2. INSTALL ALL APPROVED POOL EQUIPMENT AND PIPING. 3. pROVIDE AND INSTALL POOL COPING. RUN PIPE FROM RWLS TO PROPOSED DRYWELL - SEE SITE PLAN BLUESTONEPAVER STEPPING STONED 4"x20"x36" SELF CLOSING & SELF LATCHING PAINTED WOOD GATES & POSTS ~ CONNECTED T~ GATE SHALL SE EQUIPPED WITH ~ PROOF LOCK, STAINLESS STEEL HARDWARE, TYI & 2" CRUSHED STONE, TREEES, VEGETATION & SOD NOTES 1. ~TREES SHOWN ARE EXISTING AT APPROXIMATE LOCATION 2. TIREES E VEGETATION IMPACTED BY PROPOSED WORK SHALL BE cA~EFU LLY TRANSPLANTED AT OWNER/ARCHiTECTS DIRECT[ON, 3, L~AY SOD AT ALL LAWN REPAIR LOCATIONS. BLUESTONE COPING 2~ LEVELING SAND & 2" CRUSHED STONE 48" HIGH CHNNLtNI~ MAXIMUM 2 1/4" SQ OPENINGS CONCEALED WITHIN HEDGE PROPOSED TREE BY OTHERS ~POOL PAVER pLAN 1/4" -- 1 '-o" POOL SAFETY REQUIREMENTS: 1. POOL FENCING GATES, HARDWARE & DOOR ALARMS TO COMPLY WITH NYCRR T TLE 1S PARTS 1220-1227 2. POOL ALARM TO COMPLY WITH TITLE 19 NY CODES, RULES & REGULATIONS SECTION 1228,2 (c) (1-5) 3. TEMPORARY ENCLOSURES TO COMPLYWiTH SECTION 1228.4 (c-e} ROOF ASSEMBLIES NOTE: ALL MATERIALS AND INSTALLATIONS TO CONFORM WITH RESIDENTIAL CODE OF NEW YORK STATE: · R 901 - 994 ASPHALT SHINGLES, 1 LAYER OF UNDERLAYMENT, INCLUDE ICE BARRIER UNDERLAYMENT WHERE SHOWN, 3/4" PLYWOOD DECKING & COPPER (ASTM B370,16OZ. PER SF) FLASHING PLUMBING VENT WHERE SHOWN. INSTALL W/CORROSION RESISTANT FASTENERS PER NYS CODE R 905.2.7.2 ~LUESTONE PAVER STEPPING STONE 4" x 20' x 36" PAINTED WOOD GATE & POS~3 W! COPPER CAPS, PAINT FIN., SECURELY CONNECTED TO CHAIN LINK PENCE. GATE SHALL BE EQUIPPED WITH CHILD PROOF LOCK, STAINLESS STEEL HARDWARE, TYP. AS PER NYS CODE. 4S' HIGH CHNNLINK FENCE WITH OPENINGS, CONCEALED WITHIN HEDGE ROOLHOUSE NOTES: 1, SEE BITE PLAN AND COORDINATE ALL SITEWORK WITH pOOLHOUSE P~LANS. 2, SEE PLUMBING DRAWINGS & PLUMBING FIXTURES !! Fff'rlNGS SCHEDULE COORDINATE ROUGH PLUMBING & FIXTURES / FITTINGIS W/WALL LAYOUTS AND FIELD DIMENSIONS. 3. SEE TILE I STONE SCHEDULE FOR FLOOR TILE, SADDLES & COUNTERTOPS. 4, SEE ELECTRICAL PLANS FOR ELEC& TEL/DATA OUTLETS AND COORDINATE EXACT LOCATIONS OF ALL DEVICES W/ARCHITECT IN FIELD. 5. SEE UGHTING PLANS FOR LIGHT FIXTURE TYPEE& LOCATIONS ANO COORDINATE EXACT LOCATION OF ALL FIXTURES W/ARCHITECT IN FIELD. 6, SEE WINDOW & DOOR SCHEDUle FOR WINDOWS & DOORS. 7, ACCESSORIES ALL ACCESSORIES TO BE SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR. 8. ESE CABINET SCHEDULE FOR PANTRY CABINETS 9. LAYOUTS REVIEW ALL LAYOUTS WITH ARCHITECT IN FIELD PRIOR TO CONSTRUCTION. LEGEND PROPOSED WIALL & DOOR PROPOSED CONCRETE FOUNDATIONI DIMENSIONING NOTES: 1. DiMENSiONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. POOL HOUSE ROOF PLAN 1/4" = 1'-0" ABOVE(~) (2) 2x6 STUDS @ OPENINGS ~POOL HOUSE FRAMING PLAN 1/4" = 1'-0" mOl Zxl0 JOIST @ 16 OC. TYP. 4" CONCRE' E SLAB W/ I' 5" SLAE ON GRADE ~POOL HOUSE FOUNDATION PLAN 1/4" = 1'-0" FINK & PLATT ARCHITECTS 347W SETH ST 1202 NEW YORK NY 100L8 TEL 212 631 0675 FAX 212 695 3056 FIN KANDPLATT,COM LNPC I L.N&OUM P~E.. P.C. NEW YORK, NY 10318 ~EL (212} 714~0094 FAX (212) 714~a9 CARUSO-FITZGERALD RESIDENCE ~5PADDOCKWAY MATTITUCK, NY11~2 2112/09 POOL PAVER & POOL HOUSE PLANS PH-1 ASPHALT SHINGLES, 1 LAYER OF UNDERLAYMENT, INCLUDE iCE CARRIER UNDERLAYMENT WHERE SHOWN, 3/4" PLYWOOD DECKING & COPPERI(AASTM S370, 16 OZ. PER CF} FLASHING TO MATCH MAIN HOUSE CEDAR BA3~EN DO~R AT LOFT, PAINT FIN. 6" COPPER HALF ROUND GUTrBRS & SMOOTH RAIN~ WATER LEADERS W/ALL ACCESSORIES, TYP. CEDAR TRIM PAINT FIN. TYP. I × 6 CENTER MATCH T&G CEDAR , PAINT FIN. AT NICHE, TYP. PLUMBING VENT GALVANIZED LAUNDRY EXHAUST VENT CAP NORTH ELEVATION 1/4" = 1 '-0" (~ EAST ELEVATION 1/4" = 1'-0" SOUTH ELEVATION 1/4" = 1 '-0" - NOTE: _ AS PER ZONING 280-15 B RIDGE NAILER 2x6 RAFTERS @ 2x6 TIES @ BACH RAFTER MATCH ~ x MAiN HOUSE 10'-0" T.O. pi_AYE ~ ~ ~i PLATE 1 x E CENTER MATCH T&G PINE, UNFINISHED AT CEILING, TYP. 1 x 6 CENTER MATCH T&G PINE, PAINT FIN. AT INTERIOR WALLS, TYP. SEE APPLIANCE, CABINET, & PLUMBING FIXTURES ! Frlr'RRGS SCHEDULES T.O. CONCRETE I~ MILLWORK M-I 5 TOWEL STORAGE CAEII~ET, PAINT FIN. x 6 CENTER MATCH T&G CEDAR PAINT FiN. AT NICHE, TYP. 4" CONCRETE SLAB W/ W 2,9 x w 2.E MESH OVER 6 MIL POLYETHELBNE VAPOR BARRIER ON COMPACTED SOIL SECTION THROUGH PANTRY LOOKING SOUTH 1/4" = 1'"0" ~ SECTION THROUGH PASSAGE LOOKING SOLIITH 1/4" = 1'-0" 12" 2x RIDGE NAILER 2x6 RAFTERS @ 16" C.C. lx6 T&G DECKING -- (S) 2~8 HEADERS (TYp) CASED -- OPENING I xECENTERMATCHT&GPINE, UNFINICHEDAT CEILING, TYP. I x 6 CENTER MATCH T&G PINE, PAINT FiN. AT INTERIOR WALLS, TYP, I x 6 PINE BASEBOARD, TYP, 4" CONCRETE SLAB W/ W 2,9 xW 2.9 MESH OVER POLYETHELENE VAPOR BARRIER ON COMPACTED SOIL 2x6 RAFTERS @ lx6 T&G DECKING 2x6 TIES @ EACH RAFTER lx6 T. & G, PINE @ (~-'~'(~)P OF PLATE EEE EXTERIOR DOOR & WINDOW SCHEDULED W/THINSET ON WATERPROOF MEMSRANE OVER 3/4 PLYVv'O0 D SUBFLOOR SEE PLAN FOR TILE TYPE & LAYOUT 3" CONCRETE SLAB ON SMIL. POLYETHELENE VAPOR BARRIER COMPACTED SOIL ~I~NLSP-ACE COMPRESSIBLE FILLER @ PERIMETER DETAIL SECTION @ POOLHOUSE, TYP. ABOVE NOTE: HEIGHT CONFORMS W/ 22'-0' MAXIMUM AS PER ZONING 280-15 B ATTIC DECK FIN. FLOu~t~ (~ WEST ELEVATION 1/4" = 1 '-0" FIN. FLOOR 1/2" DIAM. A. BOLTS BLUESTONE PAVERS ON 2" LEVELING SAND AND 2" CRUSHED STONE 8"REINFORCED __ CONCRETE FOUNDATION SEE STRUCTURAL FOUNDATION SECTION DETAIL 1 1/2" = 1'-0" R-10 RIGID INSULATION AT ENTIRE PERIMETER BITUMINOUS DAMPPROOFING 12 x24 REINFORCED CONCRETE FOOTING FINK & PLATT ARCHITECTS 347 W 3STH ST1202 NEW YORK NY 10018 TEL 212 E310675 FAX 212 695 3056 FINKANDPLATT, COM CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATTITUCK, NY 11952 DATE 2/12/09 SCALE AS NOTED POOL HOUSE ELEVATIONS & SECTIONS PH-2 ~ 3/4,, = 1,.0'~ FINK & PLATT ARCHITECTS C (~ 347 W B6TH ST 1202 NEW YORK NY 1002_8 I TEL 212 631 0675 FAX 2:1,2 695 3050 FINKANDPLATT,COM I I ROOF 14" 4" I ASSOCIATES 2ND ~LOOR ........... ~.:..I .... ' ' ~/¢1. , 3/4' 3/4'J. , 3/4" 3/4'1. :3/4'. WC. II S~ WC II I ~ SH ~ BT WC 2" NONFREEZE . . ~" 2" J 4" II i, ~1.,. ~i~ . , ' .... I r.... ~.~ i ~v ~ ~/""1 I EX~ST. i: , wc ~ :[ .. I: , WM NO,~EZE . , , . , ': . ,: ~: [~/,. ~'v S~ 1SI FLOOR ~/4" s/4' ~ HOSE BIB ~ 2" 2" ..... ~-,~ FILTERINO J · SYSTEM ~"~ 1'. ~ r [ ,j EXIS~NG ,~ TO HUMIDIRER~ 1 1" RPZ TANK 2" ~2" ~ 2" II 2" II ': TO BOILER I AC-1 I I w.w _ , ~< I I L__~ ~o~ HWH~ L__~z~;~l''j . ~/~UNN~F~O~ HUU,9~E~ SUMP PU~ ~ ' ~"~D W/~UNNEL ~,, SP-1 COLD ~ HOT WATER RISER DIAGRAM PLUMBING RISE~ DIAGRAM N,T,S, N.T.S, OSMOSIS ~ FIL~RING ~ GAL. TANK SYSTEM ROOF UNDER SINK ~ (SEE ARCITECT. OWG'S) ROOF I 4" ,,.~ . . ~,, I ~ ..... ~.._~ ........ L.. ~, ~,~, . I ~ OUTDOOR ~/4 I f ~V ,, / ~, ] 1 1/2' ] 2ND FLOOR: . ~ · . - . . s~ · I r I ,i,, ,,Ac, ou~oo, '.: 314 _~ ~: .,~. .~ ~: DW ; ~/2 . ]~ 2" " ]2" - 1ST FLOOR ~ ; .~/~': · . : .: ,,. ~ONFREEZE ': :~/~ ~.':.-.'.~/~' i i ou~oo, ( ~ ~ I ~ ~/2" = ~., LL~.j LL.:/~1 HOSE BIB f4. S, ' 2" IST FLOOR " 1ST FLOOR ~ I ~ WC CRAWL SPACE DRAIN SEPTIC SYSTEM REFER TO COLD & HOT WATER RISER D~AGRAM PLUMBING RISER DIAGRAM GAS RISER DIAGRAM N.T,S. N.T,S. POOL HOUSE POOL HOUSE DIAG~MS PLUMBING P 501 THESE P~NS ARE APPROVED ONLY FOR THE WORK IND[OATED ON THE APPLICATION SPECIFICATION SHE~. ALL OTHER MA~ERS SHOWN ARE NOT TO BE RELIED UPON, NOR BE CONSIDERED AS EEHER BEJN~ APPROVED OR IN ACCORDANCE WFH APPLICABLE CODES F EXIST DECK ABOVE '~X~EXISTING CRAWL SPACE~ ~x~EXIST~NG CRAWL SPACE~ pAD FOOllNG FOR STEPS __ ~-EXIST DECK ABOVE 2x6016"o.c, 1'-6" FTG ALL AROUND CURVED STUD WALL SEE SECT. 10/S-5 SEE NOTE "E", EXTEND DOWN ,TO BASEMENT x, BEAR ON NEW CURS / EXIST DECK ABOVE ~ ~'~ i¸l, EXISTING BSMNT WALL ' ,~x4 ,'IN WALL NE~ PIPE POST · NEW 1'-6'"x1'-0" EXIST STEEl. "\ ROUND COL (~ ~) POST IN WALL EXISTING POST TO REMAIN '~X~EXISTING BSMT~x~ ¥ EXIS~NO BSMNT WALL I &'-O" OPNG f,N wALL. f F~NEW CRAWLSPACE ' ABOVE 1 4-"-0' OPNO · SLAB EDGE FDk~_ ]ol PERGOLA FOUNDATIONj SEE S-1 SLAB EDGE FDN /, PAD FOOTINO FOR STEPS '~EWISTiNO ! CRAWL SPAC£~ ]~/tpAD FOOTING FOR STE~S BASEMENT PLAN SCALE: ~ - LEGEND & NOTES: INDICATES EXISllND llMBER FLOOR FRAMING OR FI. ITCH BEAM INDICATES NEW TIMBER FLOOR FRAMING & REINFORCINC PROBE EXISTING WNDOW HF..AO TO DETERMINE EXlSllNG UNTEL CONDITION· ENGINEER TO REVIEW EXISTING LINTEL CONDITIONS. iF UNTEL IS INADEQUATE, REPLACE LINIEL WITH NEW 2-2x12 UNTEL SEE ARCH. DWGS. FOR FOUNDAITON VENTS IN NEW OR EXISTING WALLS NEW CURVED STUD BRO WALL 0 STAIRS 2x,~ STUDS @ 12'o.c. WITH 2x4 BLOCKING ~ ¢'-0" VERq'ICAL SPACING WALL BEARS ON CURB IN BSMT BELOW & EX~ENDS UP ABOVE 2ND FLOOR I -NEW CRAWLSPAC[ O MUDROOM ! ABOVE NEW 2'-0" FTOS & FOUNDATION WALLS FOR MUDROOM FINK & PLAT' 3,47 W 36TH ST 1202 NEW YORK NY 10018 TEL 212 631 067! FAX 212 695 3056 FINAANDPLATT COM ANASTOS ENGINEERING AS$OCIAYE~ CARUSO-FITZGERALD RESIDENCE '~95 PADDOCK WAY MA'F~TUCK. NY 11952 02 / 12 / 09 BASEMENT PLAN S-O EXIST 2-2x10 FLOOR GIRDER NEW 2-2x10 FLOOR GIRDER MEMBER UNDER STUD WALL NEW 2x& STAGGERED- STUD WALL NEW 2xlOs O PIPE NEW Bx4 IN WALL ' STEPS O BOT OF STEPS UP TO LINTEL NEW 2x4- O 16' =STUD WALL INFILL 2x4 STUD WALL NEW 2xlOs O PIPE NEW 2x6 NON-BEARING STUD WALL NEW 2-2x12 LVL~ ~i) I EXIST. FUTCH BM. 2-2x12 + STEEL PL EXIST. pOSTS BELOW OYP. x B LOCATIONS) CELLAR & CRAWLSP~ACE BELOW NEW 8x4 IN WALL EXIST. 2x10 O 16" o.c. NEW 4x6 P UP TO UNTEL NEW 2-2x6 POST O WINDOWS FOR LINTEL 2-2x8 UNTEL OVER WINDOW SEE NOTE "A" FOR ~ ABOVE POST .... .I 2-2x4 ROST~ FLOIOR NFILL NEW OPNO. j BEYOND CURVED '1 EXIST. I ~1 ~l STAIR OPNG. ~l 2-2x4 POST, '1 I WALLIIIIi ST,,,R. BELOW B ,EEN . OPNO. CELLAR BELOW 1,~i I]] I & SLAB ON GRADE I I~I ] BE REMOVED OPNG IN -- 6X~' WOOD ] EXIST. FDN WALL POST UP · (TO REMAIN) BELOW I I,Ew WALL -Ex,ST. POsT ABOVEI LEX'ST. ~_ ~. TO BE REMOVED EXIST, POSTS d CENIER GIRDER 4'-0" WIDE BELOW (~P, x 6~ OPNG IN WALL 6x4 WOOD POST UP PO~S ABOVE 3 LOCATIONS) ~I ~ FDN WA~ ~ GIRDER EXIt, 3-2x10 -- OIRDER - ~1~. 3-2x10 EXIST. C~WLSPACE BELOW (1-2x10 ~CH SIDE) ~ ~1 ~CH SDE) __ EREP~OE ~HORETO JOISTSTO N~A~, ~j SHORETO JOI~TOINSTA~ ; ~ N~ ~ RE-CONNECT USING ~= ~ RE-CONNE~ USING [ ~ JOIST H~GER CONNEC~ON ~ JOl~ HANGER CONNECTION EXIST. W~ TO BE REMOVED · REBUILD EXIt. WALL BELOW B~E[N SHORE AND IN,ALL N~ LINTELS ~ PER S[~IONS N~ 8xZ 2-2x6 PO~ PO~S ~ OPNG INW~L 2-2x10 UNTEL. ~2-2x1~ LINTEL ABOVE (~P) AB~ (~P) i ABOVE (~P) 'N~ 2"x10" ~ N~ WP ~ N~ ~UO ~OOR OPNG, J ~P ~ N~ LINTE~ STUD Z N~ 8"x2'-0" WALL~ ~1~. 2x10 ~ 16" o,c. G~DE BM, ~CHORED ~ ~ ~ ..... 8"e WOOD PERGO~ POST --16"x12" ~N. PIER ANCHORED TO EXIt. FDN. WAL~ ~P BO~ ENDS J ON G~E BM. 8"m PERGO~ POST ABOVE (~P. x 24 LOtiONS) I EXIt. E~. W~ B~OW II N~ S~B ON G~E WEH BLUE,ONE [~/ ~ C~WGRACE BELOW J ON 12"x12" CONC. PIER BELOW H PO~ PERGO~ PO~ ABOVE ~x6 POST UP TO UNT~ UP TO UNTEL 8' S~ EDGE FDN. 8" S~ EDGE FDN. -SEE NOTE "A" FOR UNTEL ABOVE & POSTS NE~ NEW CONC. FOOTING FOR STEPS T.O. SLAB TO GRADE NEW CONC. NEW CONC. FiG -- FOR STEPS FOR LINTEL ABOVE & POST POST UP TO LINTEL LINTEL FOUNDATION ONE ROW OF JOIST BRIDGING %'--EXIST. SLAB ON GRADE TO BE REMOVED & BE REPLACED BY x~ NEW CRAWl. SPACE (SEE SECTIONS) ,4'-0" WIDE rOPNO IN WALL I ,k FDN 2 NEW ACCESS ~N CRAWLSPACE 8x4 POST IN WALL POST IN WALL FOR NEW LINTEL ABOVE I t a~ a. WALL BELOW ~_~_ EXIST. WALL BELOW BBWEEN CELLAR & CRAWl-SPACE BELOW EXIST. CRAWLSRACE ~i~ BELOW LINTEL ABOVE 0 NEW 8x4 NEW MUD IN WALL ABOVE NEW 2-2x12 UNTEL TO FIT UP TO LINTEL MODIFIED WINDOW OPNO. ABOVE STEPS NEW CONC. FOOTING FOR STEPS FOUNDATION & FIRST FLOOR FRAMING PLAN SCALE: ¼' = m I m INDICATES EXISTING TIMBER FLOOR FRAMING OR FLITCH BEAM INDICATES NEW TIMBER FLOOR FRAMING & REINFORCING PROBE EXISTING WNDOW HEAD TO DETERMINE EXlSllNG LINTEL CONDITION. ENGINEER TO REVIEW EXISTING LINTEL CONDITIONS. iF UNTEL IS INADEQUATE. REPLACE LINTEL WITH NEW 2-2x12 UNTEL & NEW 4x6 POST EACH SIDE NEW STUD WALL WITH OPNGS USE 2x6 STUDS O 16" o.c. SHORE EXISTING 2ND FLOOR & ROOF FRAMINB TO iNSTALL NEW WALL ~ UNTELS, '~'P FILL WALL NEW CURVED STUD BRG WALL O STAIRS 2x4. 5~RJDS O 12"o.c. WITH 2x4 BLOCKING O 4'-0" VERTICAL SPACING WALL BEARS ON CURB IN BSMT BELOW & EXTENDS UP ABOVE 2ND FLOOR EXISTING JOISTS AROUND NEW FLOOR OPNG. SHORE CUT ~' CONNECT TO NEW FRAMING USING JOIST HANGERS 2x6 STUD WALL O 16' o.c. OVER CRAWl. SPACE BELOW 2x6 STUD WALL O 16" o.c. OVER CRAWLSPACE FOUNDATION WALL BELOW :INK & PLAT~ ~ R C H IT E C T 5 ]47 W 36TH ST 1202 ~J~ASTO$ ENGINE~ING ASSOCIA~S LNPC I LNAOUM P,E,, P.C, MEP ENG~NEE~ 330 WEST 38TH STRE~ NEW YORK, NY 10018 TEL (212) 714430g4 CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MAT'R~JCK, NY 11952 02 / 12 / 09 FIRST FLOOR FRAMING PLAN S-1 EXIST. ~.-2x10 -- IN WALL @ FLOOR LEVEL NEW Bx4 BELOW IN WALL EXIST. 4-2x10 IN WALL FLOOR LEVEL LINTEL BELOW FLOOR · NEW/EXIST, STUD BRO. WALL ABOVE & BELOW 2x4 @ 16" NEW S~D NON-BRO. WALL BELOW 2x6 @ 16 NEW 2x4 STUD WALL INFILL BELOW BEAR 2xlOs STUD BRO. WALL EXIST. 4,-2xl 0 IN WALL 0 FLOOR LEVEL NEW FLOOR INFILL ONE ROW OF BRIDGING EXIS~NG OPEN AREA STAGGERED STUD WALL BELOW Z 1~" FLITCH BM. J: ONE ROW OF LINTEL BELOW (SEE NOTE ~s EXIST. IN WALL @ FLOOR LEVEL NEW 8x4 POST- BELOW IN WALL /~x._JOIST CONN (WP.) ,=, PLATFORM FRAMING S'~PS & PLATFORM NEW CURVE]) STUD BRG WALL @ STAIRS 2x4 STUDS @ 12"o.c, WITH 2xZ~ BLOCKING @ 4'-0" VERTICAL SPACING WALL BEARS ON CURB IN BSMT BELOW & EX~NDS UP ABOVE 2ND FLOOR PART PLAN © NEW STAIR PLATFORM BTWN 1ST & 2ND FLOORS SCALE: ¼" = FOR NEW STUD WALL CONSTRUCTION BELOW SEE DWG S-1 2x6@16'o.c. @ FLOOR LEVEL CLOSE OFF WITH FRAMING RNISH OONSTRUGTION - EXIST.- FLITCH BM. TO REMOVED EXIST~ STAIR LVL GIRDER NEW 3-2x10 LVL GIRDER I FLOOR EEVEE - EXIST. I I STNR OPNG. ~, , -EXIST. POSTS TO BE REMOVED ~JNEW OPNG @ :LITCH BM. SI(sEE ROOF PLAN) I r. FUTCH BM. NEW 6x4 WOOD J -POST UNDER EXIST. POST U EXIST. FUTCH B J FUTCN BM. IN JOIST CONN 8x4 POST BELOW IN WALL [gL BELOW N(NOTE "A") ONE ROW Of BRIDGING NEW FLOOR INFILL PL'r3/OOD (EXISTING 14" FLITCH BM 4x6 POST IN WALL 8x4 POST BELOW IN WALL EXiST. JOISTS POST BELOW ~J :' · EXIST. ~ ' dj & RE-CONNECT TO NEW OR EXIST. o ,:; NEW GIRDER WITH ~J JOIST HANGER CONN. ~ m 2xlO @ 16" o,c. ~J IN CHIMNEY · (~P. @ NEW ruDER) ~'1 ;J I I I JOISTHGR. CONN, FLOOR i I I POST UNDER EXIS~ FLTICH BM, TO BE REMOVED WOOD POSTS-- UNDER EXIST. FLITCH BM. NEW PERGOLA SECOND FLOOR FRAMING 'PLAN SCALE: ¼" = 1'-0" INDICATES EXISTING TIMBER FLOOR FRAMING OR FLITCH BEAM INDICATES NEW TIMBER FLOOR FRAMING & REINFORCING ALL NEW JOIST CONNECTIONS TO BE JOIST HANGER CONNECTIONS (REFER SECTIONS) NEW CURVED STUD BRG WALL @ STAIRS 2x4 STUDS @ 12"o,c. WITH 2x4 BLOCKING @ 4'-0" VERTIOAL SPACINB WALL BFA~S ON pLATFORM BELOW & EXTENDS UP ABOVE 2ND FLOOR FOR HVACIEQUIP SEE s-3 ONE_)_~____RO OF BRIIDGING COiNN MO)DIFIED (SEE S-1)I NEW MUD ROOM NEW 2x6@16"o,c. -STUD WALL 2x6@16 o,c. STUD WALL :INK &PLAT] R C H I T E 0 T CARUSO-FITZGERALD RESIDENCE 4-95 PADDOCK WAY MA'rTI~IJCK, NY 11952 02/12/09 SECOND FLOOR FRAMING PLAN S-2 EXISTING CLG JOISTS. VERIFY IN RELD EXISTING COLLAR ~ES~ TO B~.REMOVED o -~F~//.-// EXISTING TO BE RF~OVED' PROVIDE 2x6@16"o.c. CEILING JOISTS 0 NEW ATTIC SPACE BELOW. IN LINE WITH ROOF RAFTERS. SEE ARCH DWGS FOR EXTENT EXI NS DORMER-~'-. RAFTER SISTERED ON TO EXISTING NEW RAFERS TO MATCH EXlS~NG RA~ERS ' -EXISTING RAFTERS SHORE, GUT I CONECT TO NEW HEADER WITH JOIST HANGER 2x6 HEADER WITH JOIST HARGER/ -NEC/ 2-2×8 HEADER ' 'CONNECT TO DOUSLEi~ RAFTERS W~H JO~ST HORS .NEW 2-2x8 HEADER ~ONNECT TQ OOUBLE RAFTERS WITH JOIST HORS EXlS~NG RAFTERS' SHORE, CUT CONECT TO NEW HEADER WITH JOIST HANGER RAFTER NEW RAFTER SISTERED ON TO EXISTING NEW~, RAFTERS TO MATCH EXISTING RAFTERS i i0 OPNG , CUT & CONNECT TO RAF~RS (~p.) 2-J~SST t p~PGNO HEAD WiTH NEW FRAMING DUCT OPNG REQMT'S WITH/ARCH AND MEP DWGS -9 EXIST RAFTER SHOR TO NEW HEADER NEW 2x10 NEW 2-2x8 0 00PNG HEAD & REMOVE RAFTERS @ NEW DOOR OPNG NEW 2x8 0 Al'tlC FRAMING SHO~,'CUT & CONNECT ,,Tq/NEW,'HEADERS__ -- WITN JOIST HORS RAFTERS TO MATCH EXISTING RAF1ERS EXIST EXSTNG RAFTERS SHORE, CUT &- CONECT TO NEW HEADER WITH JOIST HANGER OPNG WITH N~W FRAMING ~IEW 2-2x8 HEADER CpNNEGT TO DOUBLE I I FTERS Wr H ; HORS- HANGER' 0m tOEW A~i'li~' SPACE BELOW R,,HVAC EQUIP SEE PART LAN THIS DWG. Ow m m o.c. IN LINE WITH ROOF RAFTERS, CONNECT TO ROOF RAFTERS ROOF FRAMING PLAN SCALE: ;~" = LEGEND & NOTES: m m m NDICATES EXISTING TIMBER FLOOR FRAMING OR FUTCH BEAM INDICATES NEW TIMBER FLOOR FRAMING & REINFORCING ALL NEW JOIST CONNEC110NS TO BE JOIST HANGER CONNECTIONS (REFER SECTIONS) EXIST. COLLAR TIES TO REMAIN NEW HOR[Z 2x8 BRACES FOR 2-2x8 HEAD MEMBER COORDINATE DUCT AND ACCESS REQMT'S WffHARCH AND MEP DWGS PART PLAN © NEW ATTIC SPACE FOR AC3 SCALE: ¼' = 1'-0" :INK & PLAT~ ~47 W 36TH ST 120~ CARUSO-FITZGERALD RESIDENCE 4-95 PADDOCK WAY MATB'PJCK, NY 11952 02/12/09 ROOF FRAMING PLAN $-3 'x14" STEEL FLITCH I~s 3/4" PLYWOOD THRU BOLTS 0 32" B.C. JOIST HANGER ---GIRDER 3-2x14 LVL SECTION SCALE: 1"=1'-0" EXISTING 2x6 STUDS O16" B.C. 2nd FLOOR ( %" NEW 2xlO FLOOR 0 16" o,c, EXISTING 2x6 S'RJDS 016" B.C. PLYWOOD ROORNG SLOPED TO DRAIN ROOF SLOPED TO DRAIN PLYWOOD NEW 2x6 NEW 3-2x12 (SHORE EXISTING ROOF & WALL STUDS TO INSTALL NEW LINTEL) NEW 2x6-- SECTION SCALE: 1"=f-o" NEW OPNG TO MUDROOM NEW JOIST NEW JOIST NEW 2-2x8 ADJACENT RAFTERS WiTH JOIST HORS SLOPE OTHER WALL ( + 2x4 les TOP ~ B HOR BRACING @ ENDS OF NEW OR EXTEND OPNG [~. 2-2x8 HEAD RAFTERS 0 16' o.c, REMOVE RAFqERS DOOR OPNG REMOVE STUD WALL EXTENSION~ ABOVE FLOOR 2nd EXIST STUD SECTION SCALE: I/2"= f-O" EXISTING 2x6 STUDS O18" B.C. 2nd FLOOR ( %" NEW 2x10 FLOOR 0 16" o,c, SECTION SCALE: 1"=1'-0" NEW 2x6 JOISTS ~ STAGGERED WALL NEW OR EXIST 2x4 STUDS 0 16" o.~. NEW 2x FLOOR 3/~. PLYWOOD EXIST 2x10 JOISI-- NEW 2x10 3/4"e BOLTS 024" B.C. SECTION SCALE: 1"=1'-0" -2xlO GIRDER 2-2x10 EXlST2xlO JOIST OR NEW 2x,ts 0 16" B.C. 2x~ TOP [ TO REMAIN 2x6 TOP [ 2x§ STUDS 0 16" B.C. 2x10 JOISTS OVER EXlB~NG STUD WALL ADJACENT TO BEDROOM TYP PLAN DETAIL STAGGERED STUD SCALE: 1"=1'-0" © NEW /EXISTING WALL 3-2x10 LVL GIRDER TO REPLACE EXIST FLITCH BM. JOIST HANGER FLOOR 3/+. PLYWOOD OR EXIST 2x10 JOISTS EXISTING J0~STS TO REMOVE FLITCH BM & REPLACE WITH LVL GIRDER SECTION SCALE: 1"=1'-0" EXIST REPALCE EXIST BOLTS WITH NEW LONGER BOLTS 0f SAME DIAMETER AS EXlSI1NG. 2-2x12 GIRDER LVL SECTION SCALE: l"=f-o" NEW STUD WALL NEW 2xlO 2x4 STUDS OVERLAP WITH EXISTING JOISTS FLOOR PLYWOOD 1/2" SPACE DO NOT NEW JOISTS ON THESE STUDS NEW 2x6 STUD WALL (NON BRG) 2xlO JOISTS EXISTING 2x [ 2x8 BLOCKING BYWN STUDS EXISTING ~, NEW 2x4 STUD BRG WALL ~ STAGGERED STUD WALL SECTION SCALE: 1"--1'-0" 2xlOs 0 STAIR OPNG INFILL F2ND FLOOR I I'~' :~1 - EXIST POST TO BE REMOVED i i NEW 4,xB WOOD SECTION SCALE: 1"--1'-0" EXISTING 2x6 STUDS @16" o,c, 2nd FLOOR 3/; 0 0 0 0 EXT. FINISH SHEAllNG NAILS 2x10 JOISTS 016" B.C. EXISTING 2x6 SllJDS @16" B.C. NEW NEW 2-2x12 NEW WINDOW SECTION SCALE: 1"=1'-0" CEILING MEMBERS 0 EACH RAFrER (O16" B.C.) PLYWOOD %o SEE ARCH DWGS FOR ELD/. OF CEIUNG 4-16d O~P) ~EXlSTIHG COLLAR TIES /(REMOVE 2 0 WEST SIDE SEE PLAN) /REMOVE TIES AFTER INSTALLING CEILING MEMBERS J SECTION SCALE: 1/2"=1'-0' :INK & PLAT RCHITECT ¢7 W 36TH ST 120 JEW YORK NY 1001~ EL 212 631 0675 AX 2~2 695 3056 INAANDPLATT,CO~ ANASTOS ENGINEERING ASSOCIATES STRUCTURAL ENGINEER 240 WEST 35TH STREET LNPC I L,NAOUM P,E., P C. 33(3 WEST 3$TH STREET NEW YORK, NY 100i8 TEL [212) 714-0094 FAX (212) 714-0089 pRO.CT CARUSO-FITZGERALD RESIDENCE 495 PADDOCK WAY MATI13UCK, NY 11952 02 / 12 / 09 SECTIONS S-4 ( EXIST 2x10 JOIST NEW 6x4 POST UP NEW 2x4 "/4"¢ THRU BOLTS 208" c.c. UNDER POSTS & 32" o,c. ELSE WHERE 1st FLOOR 3-2x10 LVL CIRDER EXTEND NEW POST ON TOP OF GIRDER 2xlO JOIST SECTION SCALE: 1"=1'-0" 2xS STUDS 0 ANCHOR BOLTS 0 32" PLYWOOD PRESSURE TREATED 1 5/4" 2x PRESSURE TREATED [ CRAWLSPACE% 8" SECTION 1/"-1' O' SCALE: 2-; - 2'-0" Fi-G, -- 2x4 CURVED STUD WALL ~"e ANCHOR DOLT 032" o.c. 2x4 I[ PRESSURE TREATED EXISTING SLAB ON GRADE, REMOVE & REPLACE AS RQD. TO INSTALL FTO. SECTION 1/"-1' O" SCALE: 2 - - 1'-4" FTG. NEW AxB JOISTS 2x6 '~ THRU BOLTS UNDIER POSTS, 0 24" o.c. ELSE WHERE) 3-2~10 GIRDER NEW 2-2x10 GIRDER MEMBERS SECTION SCALE: 1"=1'-0" 2x6 STUDS 0 16" 1/2"¢ ANCHOR BOLTS 0 32" 1 B/A" 2x12 e16" o.c,-- 2x PRESSURE TREATED 2-- 3" CRAWLSPACE% 8' WALL 3" SLAB% PLYWOOD FPRESSURE TREATED PLS 2'-0" FTS. SECTION 1~"-1' O" SCALE: 2 - - 3"¢ STD EXP BOLTS 07"o.c. SLAB ON GRADE, REMOVE~ REPLACE AS RQD. NEW 1'-6"x1'6" FTG ]/ 4- E.W. SECTION SCALE: 1/2"=1'-0" EXISTING 2x6 STUDS 016 o.c. 2nd SHORE EXISTING JOISTS REQ'D. TO INSTALL NEW LINTELS NEW 2x6 NEW 2x6 NEW 2x6 STUDS 0 16" o.c. NEW 2x6 NEW 2-2x1D OYP.) NEW 2x6-- GLASS DOOR- ~ ~1_ SECTION SCALE: 1"=1'-0" EXISTING 1ST ~OOR MODIFY TOP OF WALL AS RDD TO SUIT NEW 2x10 016" o.c. NEW 2x PRESSURE -- TREATSD [ 3/4'(~ HILTI EPOXY BOLTS 04-0 D.C. EXISTING CRAWLSPACE~ 3" SLAB% FRAMING 3" MIN. > ID / ~X-NEW CRAWLSPACE~ FDN WALL & FTG ~SxS/W2,gxW2,9 SECTION SCALE: EXIST. TO BE REMOVED ~NEW MUD ROOM~ PLYWOOD r EXIST. 2x10 0 1 ~111 NEW 2x PRESSURE -- lU) TREATED [ 3/4"¢ HILTI EPOXY BOLTS ~4'-0" D.c. EXISTING ~ CRAWLSPACE~ 3" MIN. ~_ NEW 2x12 e16" o.c. ~-NEW CRAWLSP^CE] WA~ & FIG -6x6/W2.OxW2.9 SECTION SCALE: 1/2"= 1 '-0" EXISTING 2x6 STHDS 016" o.c. 2nd FLOOR SHORE EXISTING JOISTS REQ'D. TO INSTALL NEW STUD WALL ~NFILL As-- SECTION SCALE: 1"=1'-0" EXIST WALL & H 2x10 B~/N JOISTS NEW 3xlO PRESSURE TREATED LEDGER WITH 3/4"¢ HILTI EPOXY BOLTS 0 32" o.c. fNEW CRAWLSPACE 6x6/W2.gxW2.9] SECTION SCALE: 1/2"= 1'-0" --NEW 2x6 'NI REM,/ 2x6 2x6 STUDS 16" c.c. ~/~"~ HILTI EPOXI BOLTS ' " 04 -0 o.c. O.S. (GRADE · - EXIS'TING FDN WALL VERIIF~ IN FIELD NEW O.S. STEPS, SEE ANCH SECTION SCALE: 1/2"=1'-0" CONT WALL FOOTING =INK & PLATT RCHITECTS CARU SO-FITZGEPue~LD RESIDENCE 495 PADDOCK WAY MAI-DllJCK, NY 11952 02 / 12 / 09 SECTIONS S-5 GENERAL: 1. WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE N.Y.S. RESIDENTIAL BUILDING CODE, LATEST EDITION, 2. WORK THESE DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBINC DRAWINGS, AS WELL AS THE SPECIFICATIONS. EXISllNG CONDITIONS IT SHALL BE THE RESPONSIBILH~( OF THE CONTRACTOR TO MEASURE ALL REQUIRED FIELD DIMENSIONS AND TO VERIFY ALL EXISTING CONDITIONS THAT ARE SHOWN ON THE DRAWINGS. SHOULD ANY OF THE CONDITIONS PROVE TO BE NOT AS SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE IMMEDIATELY INFORMED BEFORE PROCEEDING WITH ANY OF THE WORK. 2 THE FOLLOWING SEQUENCE OF WORK SHALL BE FOLLOWED: A. THE CONTRACTOR SHALL PROVIDE NECESSARY DEMOLITION WORK, AS NECESSARY TO REVEAL THE EXISTING STRUCTURE (FLOOR FRAMING AND WALLS) WHICH EFFECTS THE NEW WORK, B. THE ENGINEER AND CONTRACTOR SHALL REVIEW THE EXPOSED STRUCTURE AND DETERMINE IF ANY CHANGES NEED TO BE MADE TO THE NEW STRUCTURE AND DETAILS AS A RESULT OF THE CONDITIONS AND DIMENSIONS OF THE EXISTING FRAMING. C. ALL FIELD DIMENSIONS SHALL BE TAKEN BY THE CONTRACTOR FOR THE NEW FRAMING. CAST IN PLACE CONCRETE 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST ACI BUILDING CODE, AC[ 318, PLUS THE ACl "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 501. 2. ALL CONCRETE FOR THE FOUNDATION SHALL BE STONE CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. 4-. ALL SLABS SHALL RECEIVE A STEEL TROWELED FINISH. 5. PROVIDE 5% TO 5% AIR ENTRAINMENT IN ALL CONCRETE NO ADMIXTURE SHALL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL REQUIREMENTS FOR BATCHING, MIXING, FINISHING, CURING ETC. SHALL BE AS PER ACl 301. 7. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-lBS. SlR U CTU R,~. S I ~Jr.L 3 4-. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE AISC "SPECIFICATIONS FOR STRUCTURAL STEEL FOR BUILDINGS" - 9TH EDITION AND ALL CURRENT SUPPLEMENTS. ALL WELDING WORK AND WELDING INSPECTION WORK SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE AWS D1.1-94. ALL WELDING WORK SHALL BE DONE BY AWS CERTIFIED WELDERS. THE FIELD WELDING SHALL BE DONE BY THE MANUAL SHIELDED METAL ARC WELDING METHOD. ALL STEEL SHAPES, PLATES, BARS, RODS, AND ANCHOR BOLTS, SHALL CONFORM TO ASTM A992. ALL TUBES TO BE ASTM A520, GRADE B. ALL BOLTS SHALL BE ASTM A525 BO~S. PROVIDE A MINIMUM OF TWO BOLTS PER CONNECTION, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL NEW STEEL WITHIN THE BUILDING IS TO BE PAINTED WITH TNEMEC Q99 OVER WIRE BRUSHED STEEL AS PER SSPC SP2. ALL STEEL EXPOSED TO WEATHER IS TO BE PAINTED WITH TNEMEC PAINT 90-97 ZINC RICH PRIMER & SERIES 73 ENDURA-SHIELD III TOP COAT OVER COMMERCIAL BLAST CLEAN PER SSPC-SP6 TIMBER FRAMING 1. ALL TIMBER FRAMING SHAL COMFORM TO "TIMBER CONSTRUCTION MANUAL" OF ''THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. LAST EDITION 2. ALL NEW WOOD FLOOR JOISTS POSTS AND STUDS SHALL BE DOUGLAS FIR WITH AN ALLOWABLE BENDING STRENGTH OF 1,500 PSI. FRAMING TO BE KILN DRIED TO A MAXIMUM WATER CONTENT OF 19%. 5. ENGINEERED LUMBER SHALL BE LVL's AS MANUFACTURED BY TRUSS JOIST McMILLAN. 4. ALL FRAMING TO BE CONNECTED TO EACH OTHER WITH STEEL JOISTS HANGERS, UNLESS OTHER WISE 5. FASTENER / NAILING SCHEDULE PER NYS RES. BLDO CODE - CHAPTER 6; TABLE R602.5 'FASTENER SCHEDULE FOR STRUCTURAL MEMBERS' DESIGN LOADS DESIGN LOADS SHALL CONFORM TO THE FOLLOWING: NEW YORK STATE RESIDENTIAL BUILDING CODE 2007 ED. SECTION R301 ANSI/ASCE 7-02 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.* DEAD LOAD: SEE ARCH. / 5~UCT. DWGS FOR BUILDING CONSTRUCTION 5. UVE LOAD: - TYP. FLOOR LOAD 40 PSF - BED ROOMS 30 PSF - STAIRS 30 PSF - GARAGE 50 PSF - MIN. ROOF LIVE LOAD 20 PSF - DECK / PORCH 4-0 PSF - GUARDRAILS &: HANDRAILS 200 LBS SNOW LOAD: - GROUND SNOW LOAD DRIFT AND UNBALANCED LOADS AS CODE. 20 PSF PER NEW YORK STATE BUILDING 5. WIND LOAD: - EXPOSURE "D" - BASIC WIND SPEED - MEAN ROOF HT. - ADJUSTMENT. COEF. PER TABLE R301.2(3) 120 MPH 20 FT. 1.55 COMP. & CLAD. ADJUSTED LOAD FROM TABLE R301.2(2) ~ - DESIGN ROOF INTERIOR ZONE 1 ,.36,74 PSF - DESIGN ROOF END ZONE 2 36.74 PSF - DESIGN ROOF CORNER ZONE 5 36.74 PSF - DESIGN WALL INTERIOR ZONE 4 40.15 PSF - DESIGN WALL END ZONE 5 4-0,15 PSF -4.0.15 PSF -4.6.97 PSF -¢6.97 PSF -4-3.56 PSF -53.79 PSF 6. SEISMIC LOAD: - SITE CLASS "D" PER FIG. R301.2(2) - SEISMIC DESIGN CATEGORY "B" PER TABLE R301.2.2.1.1 - SPECTRAL RESPONSE ACCELERATION O SHORT PERIOD Sds=0.33¢ MAX. PER FIG. R301.2(2) *NOTE: FOR NAILING SCHEDULE SEE 'TIMBER FRAMING' NOTES #4 CONC. BM. SUPPORT FOR PERGOLA POST ~*- EXIST. CPAWLSPACE~ 3-~5 BOWELS - EXIST, FOUNDATION WALL SECTION SCALE: 1/2"=1'-0" WALL CONSTRUCTION WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYpE DESCRIPTION OF BUILOING ELEMENTS OF FASTENERa'b'c'd SPACING OF FASTENERS lapped area TABLE R602.3(l~--continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING SPACING OF FASTENERS MATERIALS DESCRIPTiON OF FASTENERh'"'d'' Edgea (Inches)I I tntermadlate supports~,' (inches) 6d common nail (snbfloor, wall) 8d common nail (roodr gdl odC°mm°ncommonnadnail or gd deformed nad 106 RESIDENTIAL CODE OF NEW YORK STATE RESIDENTIAL COOE OF NEW YORK STATE 107 FASTENER / NAILING SCHEDULE FOR PERGOLA COL. CONN. SEE ARCH DWGS. FOR PERGOLA COL SEE ARCH DWCS 3-#5 12"x12" CONC, PIER 2'-6"x2'-6" FOR SEE ARCH DWGS 16"x16" PIER EPOXY GROUT BARS EXIST BSMT WALL DRIII&EPOXY~ ZBASEMENT-~ i GROUT BARS N 4-#5 < 2-~{5 T&B- SECTION SCALE: 1/2"=1'-0" SECTION SCALE: 1/2"=1'-0" SECTION SCALE: 1/2'=1'-0" SECTION SCALE: 1/2"= 1'-0" :INK & PLAT1 R C H I T E C T 147 W 36TH ST 120; JEW YORK NY 1001 'EL 212 031 0675 AX 212 895 3056 [NKANDpLATT CO[V ANASTOS ENGINEERING ASSOCIATES 240 WEST 35TH STREET CARUSO -FITZGERALD RESIDENCE 495 PADDOCK WAY MAT~TUCK, NY 11952 02 / 12 / 09 NOTES 7 S-6