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34740-Z
Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 6/23/2012 CERTIFICATE OF OCCUPANCY No: 35767 Date: 6/22/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1425 GABRIELLA CT MATTITUCK, N.Y. 11952, SCTM #: 473889 Sec/Block/Lot: 108.-4-7.35 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 6/3/2009 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for Lot No. filed in this officed dated 34740 dated 6/3/2009 which this certificate is issued is: finished basement, second floor deck with stairs, attached two car garage and in ground swimming pool with deck surround, fenced to code as applied for. The certificate is issued to Brian & Dorothy Williams (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 34740 9/7/11 and 6/18/12 Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34740 Z Date JUNE 3, 2009 Permission is hereby granted to: for : BRIAN K WILLIAMS 1425 GABRIELLA CT MATTITUCK,NY 11952 CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP # 31138 at premises located at 1425 County Tax Map No. 473889 Section 108 pursuant to application dated JUNE Building Inspector to expire on DECEMBER GABRIELLA CT MATTITUCK Block 0004 Lot No. 007.035 3, 2009 and approved by the 3, 2010. Fee $ 333.00 Authorized Signature Rev. 5/8/02 ORIGINAL 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. 31138 Z Date MAY 16, 2005 Permission is hereby granted to:~y)~O BRIAN K WILLIAMS 1425 GABRIELLA CT MATTITUCK,NY 11952 for : CONSTRUCTION OF AN ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1425 GABRIELLA CT MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007.035 pursuant to application dated FEBRUARY 15, 2005 and approved by the Building Inspector to expire on NOVEMBER 16, 2006. Fee $ 333.00 Authorized Signature ORIGINAL Rev. 5/8/02 ~orm No. 6 TOWN OF SOUTHOLD BUILDI]'IG DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be f'flled in by typowriter or ink and submitted to the Building Department with the following: For new building or new use: 1. Final survey 9f property with accurate location o~ all buildings; property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S_9 form). 3. Approval ofelectrieal installation from Board 6fFire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/I 0 of 1% lead. 5. Commercial building, industrial building, multiple r~sidances and similar buildings and installations, a certifieat~ of Code Compliance from arohite~t or e~agineer responsible for the building. 6, Submit Planning Board Approval of completed site plan requirements. 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 app}ication 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 dweIting $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. UpdatedCertifcateofOccupancy- $50.00 · 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: Location ofProperty: / qc-.~.~ G('~t ~lC(/(c3~ C~M-{- House No. ~ Street Ow rorOw of?roperty: J3C-Ja Iguffolk County Tax Map No 1000, Section ! C) c~ Subdivision ~ (check one) Block . [~ Filed Map. Hamlet Lot ?, C- Lot: Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ 2Z"~O - ~ Underwriters Approval: Final Certificate: J (check one) ' Aoolicar~t Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765 1802 Fax (631) 765-9502 ro.qer, dchert~town.southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Dorothy Williams Address: 1425 Gabriella Ct City: Mattituck St: NY Zip: 11952 Building Permit #: 34740 Section: 108 Block: 4 Lot: 7.35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement [~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixtur~ Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS finnish basement, and 9arage addition, 1 exhaust fan, I GFCI circuit breaker Notes: Inspector Signature: Date: Sept 7 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (63 l) 765-9502 ro.qer, dchert~,town.southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Dorothy Williams Address: 1425 Gabriella Ct City: Mattituck St: NY Zip: 11956 ~uilding Permit #: 34740 Section: 108 Block: 4 Lot: 7.3." WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE ~ontractor: as built DBA: License No: SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures RWeacl le: is)et ~ r: i; t u r e s I~ Fluorescent Fixture Emergency Fixtures~ Exit Fixtures U above ground pool set in deck, to include, bonding, time clock HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: inspector Signature: Date: June 18 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. /~FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION REMARKS: ~'~-' '~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [/~ FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] ROUGH PLBG. ] INSULATION ] FINAL DATE INSPECTOR ._C~:~TM , REMARKS: //~~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [~)~ FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE iNSPECTOR ~-~, ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN.~SU~ / ~/11_1 []FRAMING/STRAPPING [ ~]"'FINA~ /~ ~c.~: [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~_~Df-'IlqSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ~ ~~ INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING ~J~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-.','~ INSPECTION ~7 TOWN OF SOUTHOLD BUILDING DEPT. / 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION ,ST [ ]ROUGH PLBG. ]FOUNDATION 2ND [ ]INSULATION ~I:INAL ~-~-- ', F.--'"O'S RAPP'"O ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROU~GH) [ ] ELE~CT~ ICAL (FINAL) REMARKS:-~---~~- ~/~ DATE ~' -/~- II INSPECTOR ~-r~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ~FINAL ~; [ ] FIRE SAFETY INSPECTION [ ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1o- ¢-II INSPECTION [[ ]] :Oo~AA~:~~ :SN~ [[ ]] :::uGLHA~L~:' [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~'~- FIELD INSPECTION REPORT i DATE i COMMENTS ..................................... FO~DATION PL~B~G ~S~ATION PER N. Y. STATE ENERGY CODE ~DiTIO~ ~OMM~NTS TOWN OF SOUT~ BUILDING DEPAI~TMFNT TOWN HALL SOUTHOLD, NY TEL: (631) 765-180~ FAX: (631) 765-950~,.~--~ Examine~l Approved. Disapproved a/c Expiration ---~nx~! BUILDiNG PERMIT APPLICATION CHECKLI Do you have or need the following, before applying. Board of Health 3 sets of Building Plans 3 ~ Planning Board approval Survey. · ~e---:- Check Septic Form N.Y.S.D.E.C. Truste~ o !~ Contact: B~ng Inspector Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date -5'~d vtl~-- ~- ,20o2- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the constmction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, hous~g c~te/and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~/' (Si~,{affal% of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~O¢"r p,l-\ c~,,, c~, ~)e~e._oT~Aq ~fq~{..Ll~p,{ (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. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Lot Lot Block ~ t-~ Filed Map No. (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~,, t";,-..~'r'lb, ~,a ~_ r~ b. Intended use and occupancy. 3. Nature of work (check which applicable): New Building Addition ~- Alteration Repair Removal Demolition Other Work Estimated Cost ~ · ~'O"b Fee 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 $ q Rear Height ~-$ Number of Stories 2..- 3 ~- I .Depth Dimensions of same structure with alterations or additions: Front Depth. '~o.~ ~ Height '7_. ~' "3G' Id>" 8. Dimensions of entire new construction: Front Height "~. ~ Number of Stories 9. Size of lot: Front ( g'O ,tJl-~ ~ Rear l ~---~.OI Number oi~ Stgries Rear ~t ~ .Depth 7_. C~D Rear oD ~ Depth Zg'q ~ 10. DateofPurchase -3/ qo~ Name ofFormer Owner ~-_LI'Z ~_X~_Lo¢Gt*-_~ I 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES O~ NO Will excess fill be removed fi.om premises? YES__ 14. Names of Owner of premises O~q Oru_cawgAddress ~ ~4'(l~t~d~h~one No. Name of Architect ,~hqgl. l~ ~'~, T~ow~-% Address ,'~,~ ~-~nT >a q V01~c~ne No Name of Contractor ~/~ Address - - Phone No. NO 'tort? -M ,.~ ~1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ~'~ qCT_t:~},x ~.~ 'C ~"1: t~,OxSt~ being duly swam, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have >erformed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith..~ Sworn to before me this/~ i::'5: ,/,'"' /~ day of (/}O..~ 20 c9 ~'K.-~ :~ [ i ?"L...r; ::i · , - ota blic ' LluN~ct~OO~-'~ewY°~c ~'"'~/'" ~ /~: Si~t~eofApplicant Torrn To~u H~ Annex '54375 ~ Road ' P.O. Box 1179 S~u(hoId, lqY 11971-0959 T¢lcplmn¢ (631) 765-1809 rorer, richert~,t~w(~n !~o7 u~'~o~.ny, us BUILDING DF_~PAR~ TO~N OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: Date: Phone No.: *Name: *Address~. *Cross Street: *Phone No.: Permit No.: Tax Map District: JOBSITE INFORMATION: (*Indicates required information) .... -.. 100~ Section: )O~ Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) Lot: (Please Circle Alt That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information*(If neededl *Service Size: I Phase *New Service: * Re-connect Additional Information: 3Phase Underground YES / NO Rough In YES / NO 100 150 200 300 350 400 Number of Meters Change of Service PAYMENT DUE WITH APPLICATION Final Other Overhead ~-~ Town Hall Annex 54375 Mffm Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · (631) 76~ 50 roqer, rlchert(~,~wn.sou{~o~d .ny. us BUILDING DEPARTMENT TOWN OF SOUI'HOLD APPLICATIiON FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Date: Name: License No.: AddresS: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 'Address: I *Cross Street: ' ~A ~ ~,~'-( ~ ~, *. one .o.: Pe~it No.: Tax Map District: 1000 Section: [O~ Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase *New Service: Re-connect Additional Information: YES / NO Rough In Final YES / NO 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form f ACR. , ,~. REMARKS ~"~ le'~C~ 12 ~PE OF BLD. ~.L.~,~ud~, ~ Ip. oP.c~ I~z~)~?-Ll~l~l-~{';~ , ~ GL.E. Vi~f~s FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL M, Bldg. ~ ~.,~ 2.~b '=- ~--~' ~ ~o Z~¢<~O Foundation c. ~ Bath Dinette cRAw~ Floors Kit. Extension ~. ~< ~ . ~ Basement s~ ~ ~ Extension ~ Ext. Walls ~// Interior Finish L.R. Extension Fire Place ~ Heat D.R, Patio Woodstove BR. ~rchr~t ~: ~1~ .~o [0~ Dormer Z~ Fin. B. Deck ~ 1~ 3~ = ~/~ , Z~ /~ Attic Bree~way Rooms 1st Floor Garage Driveway Rooms 2nd Floor Pool ~ ~e ~ ~ M. Bldg. 3 ~K ~.~ '= ~.~' .~.oo /¥/;<;~ Foundation Pc ce ~ Bath Dine~e FULL ~tension ~;/ '~~' ?~ Basement c.*w~ ~ ~ Floors Kit. ~. ~Extension ~/- Ext. Walls ~ Interior Finish ' L.R / E~ension Fire Place ~% Heat DR. Patio Woodstove BR. ~r~ ~ ~ ~: ~ lb , ~o /~ Dormer Z~¢ Fin. B. Deck ~ /~5~~ ~/~ ,Z~ /~ Attic Bree~y Rooms 1st Floor Garage Driveway Rooms 2nd Floor Pool TOWN OFSOUTHOLD PROPERTY RECORD' CARO ' ' ~. ~ LL,~. ~eu~~ ~ , ~ ~ , , ., ,. -, ,. __ '-' ~' FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL PATRICK M. CROKE, ARCHITECT P.O. Box 758 11 Court Road Bedford, New York 10506 (914) 234°6093 TO: COMPANY: ADDRESS ~.o. ~,,r.. lt79 TOWN STATE ZIP DATE: ~7- ZO0~ IJOB#: ~o~rw ATTENTION: ~-~o RE: __ ,.,,,/tt..~t.4~ ~>g-~c..~' WE ARE SENDING YOU [] Shop drawings [] Copy of letter [] Attached [] Under separate cover via I~Prints t~fPlans [] Samples [] Change order [] the following items: [] Specifications COPIES DATE NO. DESCRIPTION ,3 c, -7 - ~5 A-oZ. THESE ARE TRANSMITTED as checked below: g~or approval [] Approved as submitted ~ For your use [] Approved as noted U As requested [] Returned for corrections [3 For review and comment [] [] FORBIDS DUE ~ [] Resubmit [3 Submit [] Return copies for approval copies for distribution corrected prints [] PRINTS RETURNED AFTER LOAN TO US REMARKS: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD September 6th, 2007 Brian K. Williams 1425 Gabriella Ct. Mattituck, N.Y. 11952 RE: 1425 Gabriella Ct. (addition) SCTM # 108 4 7 35 Dear Mr. Williams, Please be advised that your Building Permit # 31138 issued May 16th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of 333.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOW2NT OF 8OUTHOLD June 24th, 2008 2nd NOTICE Brian & borothy Williams 1425 6cbriella Court Mattituck, N.Y. 119§02 I~E: 1425 C~obriella Ct. (Addition) 5CTM # 108.-4-7.3§ bear Mr. & Mrs. Williams, Please be advised that your Building Permit # 31138 issued May 16th, 200§ has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $333.00; at that time we can schedule an inspection by one of our Building Inspector's. zf you have any questions, please call us at 631-765-1802. I~espectfully, 5OUTHOLb TOWN BUTLb];N(3 DEPT. 'l'ox~2~ Hall Annex 54375 Main R~)ad P.O. Box 1179 Fax (631) 765-!)502 1½1 IILI)IN(; 1)I']PARTNII']NT TOWN OF SOUTHOLD Ms. Dorothy Williams 1425 Gabriella Ct. Mattituck, NY 11952 Dear Ms. Williams, November 10, 2010 Re:34740Z Regarding your request for status of your building permit for the above referenced property please be advised we need the following amendments: 1)Egress, light & vent for the basement area 2)Height of the boxed out girder in the basement 3)Energy compliance for the additional conditioned space 4) Swimming pool specifications Kindly submit these amendments from the architect of record and schedule an inspection with us at your convenience. Thank you. Sincerely, Pot Conklin Prat. Examiner Local Criminal Court TOWN OF Southold Docket No. (s) VIOLATION INFORMATION' STATE OF NEW YORK ) COUNTY OF SUFFOLK ss TOWN OF SOUTHOLD ) Dorothy and Brian Williams 1425 Gabriella Court Mattituck, NY 11952 ) Defendant(s) The undersigned Town Employee of the Town of Southold, being duly sworn, says that On and before May 13,2009 at 1425 Gabriella Court, Town of Southold, County of Suffolk, State of New York, the defendants Dorothy and Brian Williams wrongfully, intentionally, knowingly, recklessly, with criminal negligence, committed the offense of violating Southold Town Code Section 144-15(A) § 144-15. Certificate of occupancy required; application: A. No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. To wit; the defendant is occupying a single family dwelling and utilizing an accessory garage without a certificate of occupancy for either structure. This complaint is based on personal observation, and records and files of the building department. SWORN TO BEFORE ME THIS I~fi/~ DAYOF ~ . Signature of Official Administering Oath Notary Public Title Town of Southold CONNIE D BUNCH Notary..Public~ Stai~ of New York m~o. OZBU6185050 Qualifi~. n Suffolk County ~,ommission t:xDires Aoril I4, 20 ~ TOWN OF SOUTHOLD Southold, New York, 11971 APPEARANCE TICKET- 1033 Issued to: C~ or Yown 8tree Bp YOU ^RE HEREBY dixccmd to ~ppca~ at ~hc ~usficc CouP, Town of Southold (Town Halb 53095 Main Road (S~ Roum 25), So~old, New York 11971. On ~e c ~'~' day of--:::::~ 20 -- ' at ~ o'cl~k in ~e '~, M. in conn~tion wi~ your alleged commission of thc offense of: contrary to the provisi~ons of Se~on/~/~/- /~ ~ of the ~ode ome~own o~ Southold Issued and sub~d by: IF YOU FAIL TO APPEAR ON THE DATE AND TIME INDICATE~, A CRIMINAL SUMMONS OR WARRANT FOR YOUR ARREST MAY BE ISSUED. Christopher R. Stress, R.A. Architecture and Planning 631-722-7865 New York 610-899-0157 Pennsylvania runabout~ptd.net Town of Southold 54375 Rte 25 PO Box 1179 Southold, NY 11971 Att: Pat BLDG TOWN OF SOLI[HO[ D 5 June 2011 RE: Williams residence 1425 Gabriella Court Mattituck, NY Dear Pat, Attached please find an energy code compliance certificate and also a set of plans for the basement storage area for the above referenced property. In accordance with Ms. William's attorney - Mr. Verity noted this is all that is required of me at this point relative to the basement as he made an inspection of the property. Should you have any questions on the above or attached, kindly contact me directly. Christopher R. Stress, R.A. Date File # TOWN OF $OUTHOLD COMPLAINT R~FERRAL FORM Property Owner: ~r'l~ul ~-+-~ ~ ~), 'lLt/~Zm 5 Phone NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: Address Report Taken By: [ I /c--~-~ '--~--~'~ Date Referred to Code Enforcement: By Phone ~/ Mail In Person Phone: CODE ENFORCEMENT REPORT sITE INSPECTION RE, PORT/DATE: ACTiO~DAT~' k ~ ~ ' 'J~ ~ .... Date File TOWN OF $OUTHOLD COIIIPLAINT REFERRAL Localien of Complaint: ~t~-~ ~ ~ SCTM# .~j.~ ' , - Pn:~:~'~ C~.'w~r:. ~'~; ~1~ . ~ I J (~ O/t'~> Phone NATURE OF COMPLAINT: ..~,' ;. ,~ ~-,~ ~.~- · ~ l ACTION TAKEN: Optional: Complainant: Address Report Taken By:. Date Referred to Code Enforcement: By Phone Mail Phone: Date In Person, CODE ENFORCElliIENT.REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: BP×~7 *** Complaints and Misc Letters *** 9/29/10 09:28:43 ~WIS: 473889 PARCEL: 108.-4-7.35 OWNER: WILLIAMS BRIAN K & ADDR: 1425 GABRIELLA CT MATTITUCK NY DETAIL OF COMPLAINT AND ACTIONS: MULTIPLE FAMILIES COMPLAINT NBR: 1129 LOCATION: GABRIELLA CT LOCATION NUMBER: 1425 COMPLAINTANT COMP. DATE SUPERVISORS OFFICE 5/20/09 RENTING. ILLEGAL APARTMENTS, BASEMENT WITH FULL KITCHEN AND GARAGE WITH APT. 9/29/10 ANONYMOUS COMPLAINT 2 APTS IN HOUSE AND SWIMMING POOL NO APPROVALS PLACE IN TICKLER: OPEN/CLOSED: - STATUS/DISPOSITIOn: REVIEW DATE: 0/00/00 SHORT DESC: COURT CASE: (Y~) ACD DATE: 0/00/00 ADD/CHG/DEL: CHANGE F8 Fl-NEXT F3=Exit F5-Stop Work Order - Notice Pursuant to Chapter 90 of Code F6-Unsafe Bldg Letter F12-Prior Town Hall Annex 54375 Main Road P.O~ Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 25, 2011 Dorothy Williams 1425 Gabriella Court Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. For swimming pool) A fee of $50.00 __ Final Health Department Approval. Plumbers Solder Certificate. (NI permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 34740-Z additions/alterations, swimming pool ' ~ ' ,-~ ~...__J REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheck So,ware Version 3.6 Release 2 Data filename: Untitled. rck Permit Number Checked By/Date PROJECT TITLE: Williams residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.13 DATE: 03/26/05 DATE OF PLANS: 9-17-04 PROJECT DESCRIPTION: Addition to the Williams residence 1425 Gabriella Court Mattituck, NY DESIGNER/CONTRACTOR: Patrick M. Crake, Architect Box 758 Bedford, NY 10506 . 914-234-6093 ~t,~ PROJECT NOTES: Calculations are for second ~oor of addition only~ COMPLIANCE: Passes Maximum UA - 164 Your Home UA - 127 22.6% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall, exterior: Wood Frame, 16" o.c. Windows: Wood Frame:Double Pane with Low-E Door: Glass Walls around storage: Wood Frame, 16" o.c. Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA 490 38.0 0.0 15 122 30.0 0.0 4 524 19.0 0.0 25 68 0.330 22 40 0.330 13 308 11.0 0.0 27 Floor 1: All-Wood Joist/Tress:Over Unconditioned Space 791 38.0 0.0 21 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, speci~cations, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, beli~ and pm~ssional jud~pec~ifications are in compliance with this Code. REScheck Software Version 4.4.1 Compliance Certificate Project Title: Williams Residence Energy Code: 2009 IECC Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5999 Climate Zone: 4 Construction Site: 1425 Gabriella Court Mattituck, NY Permit # 34740 Owner/Agent: Dorothy Williams 73 Deer Lane Manorville, NY 11949 631-987-6700 Compliance: 10.5% Better Than Code Maximum UA: 57 Your UA: 51 The % Be~ter or Worse Than Code ir~ex mfleds how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cos~ relative to · mimmum-code home. Designer/Contractor: Christopher Stress, R.A. Christoipher Sress Architecture & Planning 631-722-7865 runabout@ptd.net Basement Wall 1: Wood Frame Wall height: 7.5' Depth below grade: 7.0' Insulation depth: 7.5' Window 1: Vinyl Frame:Double Pane with Low-E Door 1: Sol~ Ceiling 1: Flat Ceiling or Scissor Truss 816 13.0 0.0 42 12 0.320 4 21 0.250 5 Exemption: Framing cavity not exposed. ComplianceStatement: The proposed building design es~'~'-cribed ~te~t w~n~>lans, specifications, and other calculations submitted with the permit application, The i~oposed building~l~'as~be~n ~ the 2009 IECC requirements in REScheck Version 4.4.1 and{e~ comply with the mandate r~134.~~ the~.,~che~~ Name - Tith~ ~ Signature Date ) [/ Project Title: Williams Residence Raped date: 06/16/11 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss Exemption: Framing cavity nol exposed. Comments: Basement Wails: [] Basement Wall 1: Wood Frame, 7.5' ht / 7.0' bg / 7.5' insul, R-13.0 cavity insulation Comments: Windows: [] Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Doors: [] Door 1: Solid, U-factor: 0.250 Comments: Air Leakage: [] Joints (including rim joist junctions), attic access openings, penetrations, and alt other such openings in the building envelope that are soumes of air leakage are sealed with caulk, gasketad, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. [] Air barrier and sealing exists on common walls between dwelling units, on exterior wails behind tubs/showers, and in openings between window/door jambs and framing. [] Recessed lights in the building thermal envelope are 1) type lC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. [] Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. [] Wood-burning fireplaces have gasketad doors and outdoor combustion air. Air Sealing and insulation: [] Building envelope air tightness and insulation installation complies by either 1 ) a post rough~in blower door teat result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (al Air barriers and thermal barrier: Installed on outside of air-permeabla insulafion and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/alfic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substanfiai conlact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (el Plumbing and wiring: Insulation is placed between outside and pipes. Bart insulation is cot to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and widng. (fl Corners, headers, narrow framing cavities, and rim joists are insulatad. (gl Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: [] Sunrooms that are thermally isolaled from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envstobe requirements. Project TiUe: Williams Residence Report date: 06/16/11 Data filename: Untitled.rck Page 2 of 4 Materials Identification and Installation: [] Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. [] Materials and equipment ara identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: [] Supply ducts in attics ara insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope ara insulatad to at least R-6, Duct Construction and Testing: [] Building framing cavities ara not used as supply ducts. [] All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasket/rig or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B and ara labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of thrae equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and Iocking-lype longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). r~l Duct tightness test has bean performed and meets one of the following test criteria: (1) Poelconstruction leakage to outdoors test: Less than or equal to 8 cfm per 100 tt2 of conditioned floor area. (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3} Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 ft2 of conditioned floor araa when tested at a prassure differantial of 0.1 inches w.g. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: [] At least one programmable thermostat is installed to contrel the pdmary heating system and has set-po/rile initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: [] Additional requirements for equipment sizing ara included by an inspection for compliance with the letamational Residential Cede, [] For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504}. Circulating Service Hot Water Systems: [] Circulating service hot water pipes are insulated to R-2. [] Circulating service hol watar systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ~1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3, Swimming Pools: [] Heated swimming pools have an on/off heater switch. [] Pool heaters operating on natural gas or LPG have an electronic pilot light. [] Timer switches on pool heaters and pumps are prasent, Exceptions: Where public health standan:ls require continuous pump operation. Where pumps operate within solar- and/or weste-beat-racovery systems. [] Healed swimming pocts have a cover on or at the water surface, For pools heated over 90 degrees F (32 degrees C) lhe cover has a minimum insulation value of R-12 Exceptions., Covers are not required when 60% of the heating energy is from site-recoverad energy or so~ar energy source. Project Title: Williams Residence Report date; 06/16/11 Data filename: Untitled.rck Page 3 of 4 Lighting Requirements: [] A minimum of 50 percent of the lamps in permanently installed lighting fixlures can be categorized as one of the following: (a) Compact Ituorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requlrernents: Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a mar)ual shutoff control is also permitted to satisfy requirement 'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing lhe predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not ~over or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Depattmenl Use Only) Project Title: Williams Resider)ce Report date: 06/16/11 Data filenarne: Untitled.rck Page 4 of 4 ~2009 IECC Energy Efficiency Certificate Ceiling / Roof 0.00 Wall 0.00 Floor I Foundation 13.00 Ductwork (unconditioned spaces): Window 0,32 Door 0.25 Heating System: Cooling System: Water Heater: Name: Comments: NA SCDHS REF. # RIO- 97- 0027 -% AREA =. 40,0~9 AdVY AL T'ERA TION O~t A~TION TO ~ SURVEY IS A VIOLATION SECTION ?SO9 OF THE ~ YORK S TA ~'£ ~ICA YI~N L,4 ~/, ~ AS ~ ~C~ ~0~~ ~ ALL C~T~ATI~S BRIGHT-TOgA ~ ~ ~ T N CO~ MTH T~ LA ~. I om f;mllior wilh lhe STANDARDS FOR APPROVAL AND CONSTRUCT/OI¥ OF' SUBSURFACE SEWAGE DIS?OS, dl. SYSTEMS FOR S/NG£E FAMILY RESIDENCES aad will ob/de by the condlffons set forth therefn and on perm# lo con$1rucl. / 0 SURVEY OF LOT 11 'ELIJAHS LANE ESTATES, SECT. 2 FILED OCT. 8, 1996 FILE NO. 9912 A T MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. looo - 1o8 - 04 - PlO 7. l Sca/e: 1" = 40' Dec. 4, 1996 Aug. 19, 1998 ( final ) Feb. 2J /999 (Cerlificel/on~F CERTIFIED TO' BRIAN WILLIAMS DOROTHY WILLIAMS AOUEBOGU£ ABSTRACT CORP. SUFFC!_K COUNTY NATIONAL BANK The Iocolion$ of wells ond cesSpoOls . shown hereon ore from field obserwh'on$ ond o¢ from dolo oblained from o/hers. ELEVA ~ON$ ARE TO AN A$3UMED P ^ _ P.e. 1230 TRAVELER STREET SOUTHOLD~ N.Y. 11971 96- 317 11 LIC. NO. 4961~ AREA . ~.-, ~l -~, SURVEY OF /'~ '- LOT 11 : "~' ~ ~o "ELIJAI~IS LANE ESTATES, SECT. 2 '~"~' ~ '~' ~'~ A T MA TTITUCK ~ ~ / ,,, ~ TOWN OF SOUTHOLD ~ ~%. ~% SUFFOLKCOUNT~N~ , ~ooo - ~o~ - o4 - PlO z ~ ~,, ~.~ ',,,, , Scde: 1" = 40' ~ ~~~~ Dec. 4, ~96 . Feb. 2~'. f999 (Cerlificalion~Fr ~ AO~EBO~UE ~BSr~CT CO~P. / ~ , q SUFFCLK COUNTY NATIONAL BANK ~'~o~ I em femlliar w/Ih the STANDARDS F¢'R APPROVAL The loc~7tlons o! wells one cesSpoOls AND CONSTRUCTION OF SUBSURFACE SEWAGE shown hereon ore from field observations DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES arid or from dora obtained from o/hers. and will ~ide by lhe condfl/ofl$ sef /orlfl therein and on Ifle ~ ~ P.C. permif 1o conslrucf. (516~ ~ ~Ew~ ~ ~ 1230 TRAVELER STREET TO ~ ~s~ fl~ S~THOLD~ N.Y. 11971 LIC. NO. 49618 96- 317 11 Soothing and Peaceful · Wide 7" Uni-fitTM Top Rails. Large 6" Steel Verticals. · Available in 48" and 52" sidewalls. 35 Year Warranty or longer on All Components. Liner Exclusives the onF/above-grouted pool manufacturer that Droduce.s vkgin- vinyl lir~er mater~aJ made t~ ~ ~ ~ghbw ~ci[i~tions ar~ am available in a v~ietv c~ deg~abve patterns. · [xcl~ive "True" Exp~dable Liners ~ncrease pool depth up to [ f~t wdh an ~t¢ona! Sp~ial Purpo~ D~Jp Swimm¢~g Ar~ for dqde~ater swimmirlg only. · Excl~s~e Therma- ~1" Technology, Th~s propnetaW f~;on method provides supenor seating for maximum durab(ifby a~d quality. Unmatched ~n the industt3. We aq~ so CC~nr;~lt wi~h this proce~ tha~ we cever tine seams ¢ our I~ne~s ~ ~% for a liter{me. Pool Frames No one e!se comes close Dougnl3oy pool frames are designed to last. Our frame steei eads the ndustry in terms of pretective layers, cc~bngs and treatments to p~ovide unmatched protection against corrosion and abrasion. · Com-Pac" II Oval Support System. Supenor Engineenrlg to nl~D(imlze your DOOL NO other manutactLirer Can Drowde you w~t!q the space saving features of the Corn Puc" tl. · Zinc Clad" 11000. Hot D,pped Gavanizing and numerous protectwe ooat,ngs for protection and A Size For Any Backyard An excder~t assortment of pool sfzes to perfectly match your backyard Round Oval t2'o i0' 20' x 12' · 24' x 12' · 28' x ~2' ~8'o21' ' ' '-28'x16 24' · 28' Visit our website at www. doughboy-pools.oom [~hbO~ F~ecrea one * 3 $ N Sebastian Wes, Helena, A~ 723S0 · 866-DOUGH~OY "IMMEDIATELY" ENCLOSE POOL TO CODE UPON CO~v~PLET!ON BEFORE "WAZT:R' UNDERWRITE% REQUIRED OCCU?Ah ~ ,' ' "~,'.' El- 1 1 1/2' ~xistina baeement I~a~ement/¢oundation plan 1'-o" ~ I/2 Kitchen POI Living room First floor plan (2) Up ~ara~je sTmgle door with triple joist over landing Patrick M. Croke Architect l 1 Court Road Box 758 Bedford Village, New York 10506 T: 914.234.6093 F: 914.234.0548 NOTE: DO NOT SCALE DRAWINGS Garage location revision7-1-05 Nailing schedule and 5-7-05 wind brace detail Permit set revisions 9-17-04 Permit set 1-28-04 Revisions: Project Name: I~illiam~ residence 1425 ~abriella Court Mattituck,, NY Drawing Title: Date: ~/1/2005 Project #: ~o=e Scale: ^e noted Drawing Number: A-01 tSedroom VIF 5to~a~e ~'uture Play room ~r~e'~ 2,4. (2) =x 10 header End of existing dormer t z ~zg t~oo~= plan 1/4II- 1'-0" Patrick M. Croke Architect 11 Court Road Box 758 Bedford Village, New York 10506 T: 914.234.6093 F: 914.234.0548 NOTE' DO NOT SCALE DRAWINGS Garage location revision 7-1-05 Nailing schedule and wind brace detail 5-7-05 Permit set revisions 9-17-04 Perm it set 1-28-04 Date Revisions: Project Name: l,'qilliam~ residen=e 142.5 ~abriella Court Mattituck, NY Drawing Title: Date: -~/1/2005 Project #: ~o=~ Scale: A~ not;ed Drawing Number: A-02 O l .ear elevation Fron , eleva ,ion Section and elevation notes 1. FOOTING ASSEMBLY - 12" x 24" concrete footing (bottom of footing at 42" min. below grade min.) - (2) continuous ~4 rebars (minimum 3" cover) - 2x4 key way 2. FOOTING DRAIN ASSEMBLY - 4" perforated footing dra~n(cont~nuous) - Set ~n 12" x12" crushed stone - Cover w~th filter fabric - Connect to ex~sting system, run off to existing dry well or dayhght 3. FOUNDATION WALL - Poured concrete wall, thickness as noted on plan - (2) continuous ~4 rebars at top & bottom of all walls and center of walls over 6' - Anchor ends of walls to existing foundation at 24" o.c. - Bituminous dampproofing belowgrade 4. MUD SILLASSEMBLY - Continuous 2x6 pressure treated sdl - Sill sealer - Anchor bolts @ 6'-0" o.c. minimum, 1'-0" minimum to corners 5. FLOOR ASSEMBLY - Finish flooring (as per owner) - 3/4" strip oak flooring - 1/2" PTS plywood underlayment for carpet - 1/2" cement backer board for tile - 3/4" CDX T&G plywood floor sheathing, glued - Floor joists - as per plan - 6 1/4" fiberglass insulation (R-19) over basement spaces and 12" fiberglass insulation (R-38) over garage 6, EXTERIOR WALLASSEMBLY Vinyl siding to match existing TYVEK housewrap 1/2" CDX plywood sheathing 2x6 studs @ 16" o c 6 1/4" fiberglass insulation (R-f9) 1/2" gypsum wall board 7. EXTERIOR WINDOWS & DOORS - Window flmshed head height to match ex~sbng at flint and second floor U.O.N. - "Andersen" units, size & model as per floor plans and window schedule 8. EXTERIOR WINDOW TRIM - Match existing - Shutters to match existing where shown on elevations 9, CORNER BOARDS - Match exisbng 10. INTERIOR WALLASSEMBLY - 2"x4" studs @ 16" o c - 1/2" gypsum wall board on both sides, MR in bathrooms - 518" Type "X" GWB in garage on walls and ceding 11. INTERIOR DOORS - Match existing style - Refer to floor plans for size, location and orientation 12. INTERIOR TRIM - Match existing 13. PITCHED ROOF ASSEMBLY - Match existing - Ice & water shield at all eaves, valleys and roof to wall joints, typical - 151b. felt paper - 5/8" CDX plywood sheathing - Roof rafters - as per plan with Simpson H1 hurricane tie at each rafter to plate joint - Ceihng Joists- as per plan - 10 1/2" fiberglass insulation (R-38c) - Plastic vent channels at cathedral ceilings and at eaves - Continuous ridge vent by COR-A-VENT 14 EAVE ASSEMBLY - Fascia wrapped with aluminum to match ex~sbng - Vented vinyl soffit 15 RAKE ASSEMBLY - Rake wrapped with aluminum to match existing 16. ROOF WATER DRAINAGE - Seamless aluminum gutters and leaders to match existing (not shown on plans and elevations) 17. DECKS - All framing to be pressure treated, sizes as epr plan - 5/4x6 pressure treated decking - Concrete pier foundation as per plan. Pier to be 42" rain below finished grade 18. EXTERIOR RAILINGS (Pressure treated material U.O.N., select material for best appearance and quahty sand completely prior to paint/stain) - 2x4 top and bottom rail - 2x2 spindles @ 5" o.c. max. - 2x6 redwood top cap, route decorative detail at top edges with pitch for water runoff - 4x4 posts - 1 1/2" diam handrad at one side of all stairs 19. BASEMENT & GARAGE SLAB 4" thick conc floor m garage, with 6x6 W1.4xW1.4 WWF 6 mil polyethylene vapor barrier vapor barrier 6" layer of compacted crushed stone Pitch garage slab to doors at 1/8" per foot m~n. / / 1'/ icle elevation Patrick M. Croke Architect 11 Cour~ Road Box 758 Bedford Village, New York 10506 T: 914.234.6093 F: 914.234.0548 NOTE: DO NOT SCALE DRA WINGS Garage location revision 7-1-05 Nailing schedule and 5-7-05 wind brace detail Permit set revisions 9-17-04 Permit set 1-28-04 Date Revisions: Project Name: illiam residence 142.5 abriella Court MattitucK, NY Drawing Title: Eleva[',ion Date; -~/1/2005 Project #: so=e Scale: A~ noted Drawing Number: A-03 NAILING SCHEDULE Wind speed: 120 MPH three second wind gust Joint description Roof framing I NAILING Connection I Common nails I Box nails I Spacinq Rafter to tOD olate Ceiling jo~st to parallel rafter Toe naded 3-8d 3-10d Der rafter Toe nailed 3-8d per lo,st each Face nailed 7-16d 740d Face naded 7-16d 7-40d each lap Face nailed 2-8d 2-10d per tie each end Blocklna to ratter Toe naded 2-8d Rim board to rafter End naded 2-16d 3-16d each end ~Vall framing Top plate to top plate TOD Plates at intersection Face nalJed 2-16d (1) Face nailed 5-16d Stud to stud Face naded 2-16d 2-16d Header to header Face nailed 16d End nailed TOD or bottom Dlate to stud Bottom plate to floor joists, band-jo~st, end-lolst or blocking 2-16d (1, 2) Face nailed 16d per foot Joints. each s~de 24" cc 16" cc along edges Der stud per foot Floor framing Bridainq to jQists Blocking to joists Slock~na to sdl or top [;)late Band joists to ~olsts Band io~sts to sill or top plat_e Toe nailed 4-8d 4-10d Toe nailed 2-Sd 2-10d Toe naded Toe nailed Face nailed 2-8d 3-16d 2-10d Toe nailed 3-8d 3-10d End nailed S-16d 4-16d Toe nailed 2-16d (1/ each end each end each block each lo,st DerlolSt perjo~st per foot Roof sheathing Slructural panels Dlaaonal Board sheathing Face nailed 8d 10d Face nailed 2-8d 2-10d 1" x 10" or wider Face naded 3-8d 3-10d 6" edge/12" field, 6" edge/12" field within 4' of penmeter per support per support Collins sheathing Wall sheathina Structural panels Fiberboard panels Face naded 7/16" Face nailed 25/32" Face nailed Gypsum wallboard Hardboard Face nailed Parbcleboard panels Diagonal Board sheathing Face nailed Face naded Sd 6d (3) 8d (3) 5d coolers 8d 8d 1Od 5d coolers 8d 8d 6" edae/12" field 3" edae/6" field 3" ed~e/6" field 6" edae/12" field 6" edae/12" field Face nailed 2-8d 2-10d Der SUDDOrt 1" X 10" or wider Face naded 3-8d 3-fad Der suooort Floor sheathing Structural oanels 1" or less Face naded 8d 10d 6" edae/12" field Greater than 1" Face nailed 10d 16d 6" edqe/12" held Dlaaonal Board sheathlna Face nailed 2-8d 2-10d Face nailed DersuDDOrt persupp~rt NOTES: 1 - Na~hng requirements are based on wall sheathing naded at 6" cc at panel edge. If wall sheathing ~s nailed at 3" cc at the panel edge to obtain higher shear capacities, naihng requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the Icad path. 2 - When wall sheathing ~s continuous over connected members, the tabulated number of nads shall be permitted to be reduced to 1-16d nad per foot. 3 - Corrosion resistant 11 aa~e rooflna nails and 16 aa~e staples are permitted, check IBC for additional requirements Window Schedule No, I Manufacturer 11 Model no. Andersen TW2036 Andersen TW3046 3' - 2 1/8" x4' - 9 1/4" Andersen TW3046-2 6' - 4" x 4' - 9 1/4" Andersen TVV3032-2 Rough openJna (W x H} 2'- 2 1/8" x 3'- 9 1/4" 6'- 4" x 3'- 5 1/4" Andersen TW3032 3' - 2 1/8" x 3' - 5 1/4" Andersen FWG 60611R 6' - 0" x 6' - 11" Remarks I - Egress w~ndow umt complying with Section 310 of the NYS Bulld~ng Code 2 - FOR PROJECTS LOCATED IN THE WIND-BORNE DEBRIS REGION: Owner shall maintain protective panels to cover each window as required by Section R301.2.1.2 of the NYS Building Code. Panels shall be constructed of 1/2" COX plywood, precut to cover the glazed openings with attachment hardware provided. Panels to be attached with 3 1/2" ~/8 wood screws @ 12" cc around the perimeter. 3 - Andersen units are to be Series 400, Tilt-Wash double hung windows with douLi¢-pane insulating high performance glazing. Table R301,2(1) Climatic and Geographic Design Criteria Budding department. Southold town Ground snow Icad 45 INind speed (MPH 120 MPH Seismic destan cateqor~ B Subject to damaoe from: Weathering Severe Frost line depth 36" Termite Moderate - heaw Decay Shaht - moderate Winter design temp. 11 Ice shield underlavment reauired Yes Flood hazards Not available from town Other Desiqn Criteria Live Icad - floor Live Icad - floo~ Live Icad - roof Wind exposure catago~Y leDecial wind reulon Live Icad - floors at bedroom areas 40 pst 30pst 30Dst B No Exi5 baeemen 5e .ion A-A J O GENERAL NOTES AND SPECIFICATIONS FOR STRUCTURAL MEMBERR SECTION 030f0 - CONCRETE A. Scope of Work 1) Concrete shall be ready mix 3000 psi ultimate strength in 28 days. Slump shall not exceed 4" 2) Reinforcement shall be as indicated. Slabs shall be reirforced with 6" x 6" WI .4 x W1.4 WWF unless otherwise indicated. All reinforcing bars shall conform to ASTM (A625) deformed bars with a minimum yield stress of 40,000 PSI. B. Execution 1) Place concrete in conformance with American Concrete Institute Standards. SECTION 04200 - UNIT MASONRY A. Materials 1) Concrete Masonry Units (CMU)ASTM C90, Grade N, Type 1, normal weight units. 2) Bricks - Standard Modular Brick, color as specified by architect. 3) Masonry Mortar, Exterior: ASTM C 270, portland cement-lime mortar, Type M. 4) Continuous Masonry Wire Reinforcement: Truss or Ladder design, minimum 9 ga. welded steel wire, 0 8 oz. hot-dip zinc coating, width 1-1/2" to 2" less than wall thickness. B Execution 1) Comply with recommendations of the National Concrete Masonry Association and A.C.I.531. 2) Install continuous masonry wire reinforcement at every other course in CMU walls. Overlap at corners. Lap 16" at ends. 3) Anchor wall to adjacent construction with panel anchors. 4) Bond intersecting walls with masonry units or provide anchors spaced 0'- 8" O.C 5) Anchor ends of walls to concrete structure with anchors spaced 0'-8" O.C, except as otherwise shown 6) Do masonry work only when average daily temperature ~s above 40 degrees F or consult Architect for cold weather procedures which shall be provided at no additional cost. SECTION 05120 - STRUCTURAL STEEL A. Materials 1) Steel shapes, plates, and bars:ASTM A36. 2) Steel pipe' ASTM A501 3) High strength threaded fasteners: ASTM A325 B. Execution 1) Comply with Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings of the American Institute of Steel Construction (latest edition). SECTION 06100 · ROUGH CARPENTRY A. Materials 1) Framing shall be as shown on the drawings and shall conform to all apphcable building codes All members unless otherwise noted (U.O.N.) on structural drawings shall be one of the following' a) Douglas Fir (South) No. 2 or Better (Minimum design values in psi: Fb=825, Fy=90, E=1,200,000). b) TJI Joists - Plywood web joists as manufactured by Trus Joist Corporation. c) MICRO=LAM Lumber - Parallel laminated veneer lumber beams manufactured from MiCRO=LAM brand veneer lumber as manufactured by Trus Joist Corporation. d) Prefabricated Wood Trusses - Gable shaped trusses manufactured from standard dimensional lumber connected by metal plates. Trusses shall be designed, engineered and certified by professional engineer so that when constructed and installed they meet the requirements of all applicable codes. 2) Studs shall be nom. 2" x 6" for exterior wall and nom. 2" x 4" for interior walls unless otherwise noted, and placed not over 16 o c and shall be doubled at openings and tripled at corners. 3) Joists and ratters shall be single lengths bebveen bearings and doubled around openings. All joists under parallel partitions and all headers and trimmers shall be doubled. 4) Connectors at all flush framing and where noted shall be galvanized as manufactured by Teco, Simson, or equal. Sizes as required. 5) Provide blocking, bridging, cats, furring, etc., as required by good practice. Cross-bridging shall not be over 8'-0" o c. in all floor and roof framing of standard dimensional lumber. 6) All members manufactured by Trus Joist Corporation shall be installed in strict accordance with the manufacturer's requirements and suggested details. 7) All floor and flat roof systems utilizing shall be constructed as a "glued and nailed" system with 3/4" T&G plywood sheathing. mina Icad an=horin J daf, ail Section and elevation notes 1. FOOTING ASSEMBLY - 12" x 24" concrete footing (bottom of footing at 42" min. below grade min.) - (2) continuous ~ rebars (minimum 3" cover) - 2x4 key way 2 FOOTING DRAINASSEMBLY - 4" perforated footing drain(continuous) - Set in 12" x12" crushed stone - Cover with filter fabric - Connect to ex~shng system, run off to ex~sting dry well or daylight 3. FOUNDATION WALL - Poured concrete wall, thickness as noted on - (2) conhnuous g4 rebars at top & bottom of all walls and center of walls over 6' - Anchor ends of walls to ex~sbng foundation at 24" o.c - Bituminous dampproofing below grade 4. MUD SILLASSEMBLY - Continuous 2x6 pressure treated sill - Sill sealer - Anchor bolts @ 6'-0" o.c mimmum, 1'-0" minimum to comers 5. FLOOR ASSEMBLY - Finish flooring (as per owner) - 3/4" strip oak flooring - 1/2" PTS plywood underlayment for carpet - 1/2" cement backer board for tile - 3/4" CDX T&G plywood floor sheathing, glued - Floor joists- as per plan - 6 1/4" fiberglass ~nsulation (R-19) over basement spaces and 12" fiberglass Insulation (R-38) over garage 6. EXTERIOR WALL ASSEMBLY - Vinyl siding to match exishng - TYVEK housewrap - 1/2" CDX plywood sheathing - 2x6 studs @ 16" c.c. - 6 1/4" fiberglass insulation (R-19) - 1/2" gypsum wall board 7. EXTERIOR WINDOWS & DOORS - Window finished head height to match existing at first and second floor U.O.N - "Andersen" units, size & model as per floor plans and w~ndow schedule 8. EXTERIOR WINDOW TRIM - Match existing - Shutters to match existing where shown on elevations 9. CORNER BOARDS - Match existing Patrick M. Croke Architect 11 Court Road Box 758 Bedford Village, New York 10506 T: 914.234.6093 F: 914.234.0548 NOTE: DO NOT SCALE DRAWINGS 10. INTERIOR WALL ASSEMBLY - 2"x4"studs @ 16" o.c. - 1/2" gypsum well board on both sides, MR in bathrooms - 5/8" Type "X" GWB in garage on walls and ceihng 11. INTERIOR DOORS - Match existing style Garage location revision 7-1-05 Nailing schedule and wind brace detail 5-7-05 Permit set revisions 9-17-04 Permit set 1-28-04 Date Revisions: - Refer to floor plans for raze, Iocahon and orientation Project Name: 12. INTERIOR TRIM - Match existing 13. PITCHED ROOF ASSEMBLY illiams residence - Match existing - Ice & water shield at all eaves, valleys and roof 1 4 2 5 abri lla CouFf. to wall Joints, typical - 151b. felt paper - 5/8" CDX plywood sheathing - Roof ratters - as per plan with Simpson H1 hurricane be at each rafter to plate joint - Ceding joists- as per plan - 10 1/2" fiberglass insulation (R-38c) - Plastic vent channels at cathedral cedings and at eaves - Continuous ridge vent by COR-A-VENT 14. EAVE ASSEMBLY - Fascia wrapped with aluminum to match existing - Vented vinyl soffit 15. RAKE ASSEMBLY - Rake wrapped with aluminum to match existing 16. ROOF WATER DRAINAGE - Seamless aluminum gutters and leaders to match ex,sting (not shown on plans and elevations) 17 DECKS - All framing to be pressure treated, sizes as epr plan - 5/4x6 pressure treated decking - Concrete pier foundation as per plan. Pier to be 42" min below finished grade 18 EXTERIOR RAILINGS (Pressure treated matenal U.O.N., select material for best appearance and quality sand completely pnor to paint/stain) - 2x4 top and bottom rail - 2x2 spindles @ 5" o.c max - 2x6 redwood top cap, route decorative detail at top edges with pitch for water runoff - 4x4 posts - 1 1/2" diam. handrail at one side of all stairs 19. BASEMENT & GARAGE SLAB 4~ thick conc. floor in garage, with 6x6 W1.4xW1.4 WWF 6 mil polyethylene vapor barrier vapor barrier 6~ layer of compacted crushed stone Pitch garage slab to doors at 1/8" per foot min. MaLLiLuck, NY Drawing Title: Se f, ions not, es Date: '~/1/2005 Project #: ~O=e Scale: As noted Drawing Number: A-04 r- ~it~hen ~arage l, iving room First floor plan Provide 2 rebar5 at footing Exist, ina basement ~arage above I/2' t~.oof plan ~econcl floor plan Z CERTIFICAT~©N OF NAILING & CONNECT IONs REQUIRED. h I,,~~ TTmberSt:ra,d LSL RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. ii~.L~TMCONSTRUCTION SHALL E RFQUIREMENTS OF THE CODES OF NEW YORK STATE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY :~PJ~OV~ED AS NOTED DATE: ~S.P# NOTIF BUILDINo DEPARTMENT AT 765-1e8AM TO 4PM FOR THE INSPECTIONS: NJATION - ~ro REQUIRED POURED CONCRETE - FRAMtNO ~ PLUMBING 2. RO 3, INS 4. FIN ~ REQI 4= q DES CONSTRUC ON MUST =OR CO. )NSTRUCTION SHALL MEET THE REMENTS OF THE CODES OF NEW STATE. NOT RESPONSIBLE FOR OR CONSTRUCTION ERRORS. UNDERWRITERS CERTIFICA1E REQUIRED Patrick M. Croke Architect 11 Court Road Box 758 Bedford Village, New York 10506 T: 914.234.6093 F: 914.234.0548 NOTE. DO NOT SCALE DRAWINGS Nailing schedule and wind brace detail 5-7-05 Permit set revisions 9-17-04 Permit set 1-28-04 Date Revisions: Project Name: illiams residence 1425 ~abriella Court. Mattituck, NY Drawing Title: Plans Date: 5/7/2005 Project #: ao2~ Scale: ^5 noted Drawing Number: Basement/foundation plan 1/4'- 1'-0" Rea elevaf, ion · m~all ¢onauc~or hea4 ~1 F ont, elevaf, ion 1/4". Front, elevaf, <, e nate Ill 5icle elevation Section and elevation notes 14, 16 1'1 1. FOOTING ASSEMBLY - 12" x 24" concrete footing (bottom of footing at 42" min. below grade m~n.) - (2) continuous ~/4 rebars (minimum 3" cover) - 2x4 key way 2. FOOTING DRAIN ASSEMBLY - 4" perforated footing drain(continuous) - Set in 12" x12" crushed stone - Cover with filter fabric - Connect to exisbng system, run off to ex~sfing dry well or daylight 3. FOUNDATION WALL - Poured concrete wall, thickness as noted on plan - (2) continuous ~4 rebars at top & bottom of all walls and center of walls over 6' - Anchor ends of walls to existing foundation at 24" OC. - Bituminous dampproofing belowgrade 4. MUD SILLASSEMBLY - Continuous 2x6 pressure treated sill - Sdl sealer - Anchor bolts @ 6'-0" o.c. minimum, 1'~0" minimum to corners 5 FLOOR ASSEMBLY - Finish floonng (as per owner) - 3/4" strip oak floonng - 1/2" PTS plywood undedayment for carpet - 1/2" cement backer board for tde - 3/4" CDX T&G plywood floor sheathing, glued - Floor Joists - as per plan - 6 1/4" fiberglass insulation (R-19) over basement spaces and 12" fiberglass insulation (R-38) over garage 6. EXTERIOR WALL ASSEMBLY Vinyl siding to match ex~sting TYVEK housewrap 1/2" CDX plywood sheathing 2x6 studs @ 16" o.c. 6 1/4" fiberglass insulation (R-19) 1/2' gypsum wall board 7 EXTERIOR WINDOWS & DOORS - Window finished head height to match existing at first and second floor U.O.N. - "Andersen' units, size & model as per floor plans and window schedule 8. EXTERIOR WINDOW TRIM - Match existing - Shutters to match ex~sting where shown on elevations 9. CORNER BOARDS - Match existing 10 INTERIOR WALL ASSEMBLY - 2"x4" studs @ 16" o.c. - 1/2" gypsum wall board on both sides, MR in bathrooms 5/8" Type "X" GWB in garage on walls and ceiling 11. INTERIOR DOORS - Match ex~sbng style - Refer to floor plans for size, location and orientation 12. INTERIOR TRIM - Match exisfing 13. PITCHED ROOF ASSEMBLY - Match existing - Ica & water shield at all eaves, valleys and roof to wall joints, typical - 151b. felt paper - 5/8" CDX ply~,~od sheathing - Roof rafters - as per plan with Simpson H1 hurricane tie at each rafter to plate joint - Ceiling joists- as per plan - 10 1/2" fiberglass insulation (R~38c) - Plastic vent channels at cathedral ceilings and at eaves - Continuous ndge vent by COR-A-VENT 14. EAVE ASSEMBLY - Fascia wrapped with aluminum to match ex~sting - Vented vinyl soffit 15. RAKE ASSEMBLY - Rake w~apped with aluminum to match existing 16. ROOF WATER DRAINAGE - Seamless a~uminum gutters and leaders to match existing (not shown on plans and elevations) 17 DECKS - All framing to be pressure treated, sizes as per plan - 5/4x6 pressure treated decking - Concrete pier foundation as per plan. Pier to be 42" rain below finished grade 18 EXTERIOR RAILINGS (Pressure treated matadal U.O.N., select material for best appearance and quality sand completely prior to paint/stain) - 2x4 top and bottom red - 2x2 spindles @ 5" o.c. max. - 2x6 redwaod top cap, route decorative detail at top edges with p~tch for water runoff - 4x4 posts - 1 1/2" diem handrail at one s~de of all stairs 19. BASEMENT & GARAGE SLAB 4" thick cone floor in garage, with 6x6 W1.4xW1 4 WVVF 6 mil polyethylene vapor barrier vapor barrier 6" layer of compacted crushed stone P~tch garage slab to doors at 1/8" per foot min. Patrick M. Croke Architect 11 Court Road Box 758 Bedford Village, New York 10506 T: 914.234.6093 F: 914.234.0548 NOTE: DO NOT SCALE DRAWINGS Nailing schedule and 5-7-05 wind brace detail Permit set revisions 9-17-04 Permit set 1-28-04 Revisions: Project Name: illiam resiclen e 1425 abriella Court. Mattituck. NY Date: Project #: Scale: Aa noted Drawing Number: 2 NAILING SCHEDULE Wind speed: 120 MPH three second wind gust Joint description Roof framing NAILING Connection I Common nails I Box nails I SpacinB Rafter to tod elate Ceihne iolst to too plate Ceihng joist to parallel rafter Ceding io~st lad over oarbtions Collar tie to rafter Blockinq t0 rafter R~m board to rafter Toe nailed Tee nailed Face nailed Face n0ded Face nailed Toe naded End nailed 7-16d 2-8d 2-8d 2-10d 2 16d ~16d Der rafter Der ~eist each lap each lad per tie each ~nd each end Wall framine Top plate to top plate TOD Dlates at intersection Stud to stud Header to header Too or bottom plate to stud Bottom plate to floor joista, band-joist, end-joist or blocking Face nailed Face nailed Face naded Face naded End naded Face nailed 2-16d (1) 2-!6d 16d 2-16d (1, 2) 16d per foot Iolnts. each side 24" oc 16" oc along edges per_stud per foot Floor framing Joist to sill. tOD Dlate or airder Bndaina to jo~sts Blocking to jo~sts Bleckma to sdl or tod Dlate Ledaer strlDDed to ~0m Jo~sts on ledaer or beam Band joists to jo~sts Band ioicts to sill or tOD Dlate Toe nailed Toe naded Toe naded Toe naded Face nailed Toe naded End naded Toe nailed 48d 2-8d 2-8d 3-16d 3-8d 2-16d (1 ~ 4H0d 4H6d Der io~st each end each end each block eachioist oer*oist perio~st Derteot Roofsheathing Structural panels Diaaonal Board sheathina 10" or w~der Cellina sheathing Gypsum wallboa rd Face nailed Face nailed 8d 1Od 6" edge/12" field, 6" edge/12" field within 4' of pehmeter DerSUDDOrt persuppert Face nailed 5d coolers 5d coolers T' edgell 0" field Wall sheathine Structural panels Fiberboard panels Face nailed 7/16" Face naded 25/32" Face nailed Gypsum wallboard Hardboard Particleboard panels Diagonal Board sheathing 1" x 10" or wider Face naded Face nailed Face nailed Face nailed 6d (3) 8d 28d 3-8d 10d 5d coolers 8d 8d 2 1Od 3-10d 6" edae/12" field 3" edqe/6" field 3" edael6" field 7" edge/10" field 6" edae/12" field 6" edae/12" field Floorsheathing Structural oanels Greater than 1" Diagonal Board sheathme Face nailed Face nailed Face nailed Face nailed 10d 3-8d 10d 16d 6" edae/12" field 6" edge/12" field Der suop0rt per support NOTES: 1 - Na~hng requtrementa ars based on wall sheathing nailed at 6" oc at panel edge. If wall sheathing is naded at 3" ~c at the panel edge to obtain h~gher shear capactties, nailing requirements for structural members shall be doubled, or altamate connectors, such as shear plates, sharl be used to maintain the load path. 2 - When wall sheathing ~s continuous over connected members, the tabulated number of nails shall be permitted to be reduce to 1-18d nad per foot 3 - Con,sion resistant 11 gage roofing nads and 16 Rage staples are pem3ifted, check IBC for additional requirements t Window Schedule GENERAL NOTES AND SPECIFICATIONS FOR STRUCTURAL MEMBERS Patrick Croke SECTION 03010 - CONCRETE No. I Manufacturer I Model no. I Rouah ooeninq ~N x H) I Remarks I Andersen TVV2036 2' - 2 1/8" x 3' - 9 1/4" 2 Andersen TW304§ 3' - 2 1/8" x 4' - 9 1/4" 3 Andersen TW3046-2 6' - 4" x 4' - 9 1/4" 4 Andersen TW3032-2 6' - 4" x 3' - 5 1/4" 8 Andersen TW3032 3' - 2 1/8" x 3' - 5 1/4" 6 Andersen I FWG 60611R 6' - 0" x 6' - !1" I - Egress window unit complying with Section 310 of the NYS Building Code 2 - FOR PROJECTS LOCATED IN THE WIND-BORNE DEBRIS REGION: Owner shall maintain protective panels to cover each window as required by Section R301.2.1.2 of the NYS Building Code. Panels shall be constructed of 1/2" CDX plywood, precut to cover the glazed openings with attachment hardware provided. Panels to be attached with 3 1/2" ~8 w~od screws @ 12" oc around the perimeter. Andersen units are to be Sedes 400, Tilt-Wash double hung windows with double-pane insulating high performance glazing. Table R301.2(1) Climatic and Geographic Design Criteria Budding department Southold town Ground snow load Wind speed (MPH 120 MPH Seiemic desian cateaorv S Subiect to damaae frQ,m: Weathenng Severe Frost hne depth Termit~ Moderate - heaw Decay Sfiaht - moderate Winter design temP. 11 Ica shield underlavment teoulred Y~ Flood hazards Not available from town Other Design Criteria Live load - floor Live load · floors at be,droom areas Live load - roof Wind expoaure category Special wind reuion 40 psf 30 30 Dsf B No J I llnd load an=horing detail A Scope of Work 1) Concrete shaft be ready mix 3000 psi ultimate strength in 28 days. Slump shall not exceed 4". 2) Reinforcement shall be as indicated. Slabs shall be reinforced with 6" x 6" W1.4 x W1.4 WWF unless otherwise indicated. All reinforcing bars shall conform to ASTM (A625) deformed bars vath a minimum yield stress of 40,000 PSI. B. Execution 1) Place concrete in conformance with American Concrete Institute Standards. SECTION 04200 - UNIT MASONRY A. Materials 1) Concrete Masonry Units (CMU) ASTM C90, Grade N, Type 1, normal weight units. 2) Bricks - Standard Modular Brick, color as specified by architect. 3) Masonry Mortar, Exterior: ASTM C 270, portland cement-lime mortar, Type M. 4) Continuous Masonry Wire Reinforcement: Truss or Ladder design, minimum 9 ga. welded steel wire, 0.8 oz. hot-dip zinc coating, width 1-1/2" to 2" less than wall thickness. B. Execution 1) Comply with recommendations of the National Concrete Masonry Association and A.C.1.531 2) Install continuous masonry wire reinfomement at every other course in CMU wafts. Overlap at corners. Lap 16" at ends. 3) Anchor waft to adjacent construction with panel anchors. 4) Bond intersecting walls with masonry units or provide anchors spaced 0'- 8" O.C. 5) Anchor ends of walls to concrete structure with anchors spaced 0'-8" O.C., except as otherwise shown. 6) Do masonry wark only when average daily temperature is above 40 degrees E or consult Amhitect for cold weather procedures which shall be provided at no add~bonal cost. SECTION 05120 - STRUCTURAL STEEL A. Materials 1} Steel shapes, plates, and bars: ASTM A36. 2) Steel p~pe: ASTM A501 3) High strength threaded fasteners: ASTM A325 B Execution 1) Comply with Spec~ficabons for the Design, Fabrication and Erecbon of Structural Steel for Buildings of the American Institute of Steel Construction (latest edition). SECTION 06100 - ROUGH CARPENTRY A. Materials 1) Framing shall be as shown on the drawings and shall conform to all apphcable building codes. All members unless otherwise noted (U.O.N.) on structural drawings shall be one of the following: a) Douglas Fir (South) No. 2 or Better (Minimum design values in psi: Fb=825, Fv=90, E=1,200,000). b) TJI Joists - Plywood web joists as manufactured by Trus Joist Corporation. c) MICRO=LAM Lumber - Parallel laminated veneer lumber beams manufactured from MICRO=LAM brand veneer lumber as manufactured by Trus Joist Corporation. d) Prefabricated Wood Trusses - Gable shaped trusses manufactured from standard dimensional lumber connected by metal plates. Trusses shall be designed, engineered and cart~fled by professional engineer so that when constructed and installed they meet the requirements of all applicable codes. 2) Studs shall be nom. 2" x 6" for exterior wall and nom. 2" x 4" for interior walls unless otherwise noted, and placed not over 16 o.c. and shall be doubled at openings and tripled at comers. 3) Joists and rafters shall be single lengths between bearings and doubled around openings. All jo~sts under parallel partitions and all headers and trimmers shall be doubled. 4) Connectors at all flush framing and where noted shall be galvanized as manufactured by Teco, S~mson, or equal. Sizes as required. 5) Prowde blocking, bridging, cats, furring, etc., as required by good practice. Cross-bridging shall not be over 8'-0" o.c. in all floor and roof framing of standard dimensional lumber. 6) All members manufactured by Trus Joist Corporation shall be installed in strict accordance with the manufacturer's requirements a,~d suggested details. 7) All floor amd fiat roof systems utilizi,~g shall be constructed as a "glued and nailed" system with 3/4" T&G plywood sheathing. Section and elevation note,, - 12" x 24" concrete footing (bottom of footing at 42" min. below grade min.) - (2) continuous ¢f-4 rebars (minimum 3" cover) - 2x4 key way 2. FOOTING DRAIN ASSEMBLY - 4" perforated footing dra~n(continuous) - Set in 12" x12" crushed stone - Cover with filter fabric - Connect to ex~sting system, run off to existing dry well or daylight 3. FOUNDATION WALL ~ Poured concrete waft, thickness as noted on plan (2) continuous ~4 rebars at top & bottom of all wails and center of wells over 6' - Anchor ends of walls to existing foundabon at 24" o.c - Bituminous damppreofing below grade 4. MUD SILLASSEMBLY - Conbnuous 2x6 pressure treated sill - Sill sealer - Anchor bolts @ 6'-0" o.c. minimum, 1'~" 5. FLOOR ASSEMBLY -Finish floonng (as per owner) - 3/4" strip oakflooring - 1/2" PTS plywood underlayment for carpet - 1/2" cement backer board for tile - 3/4" CDX T&G plywood floor sheathing, glued - Floor joists - as per plan - 6 1/4" fiberglass insulation (R-19) over basement spaces and t2" fiberglass insulabon (R-38) over garage 6 EXTERIOR WALLASSEMBLY - Vinyl siding to match exisflng - TYVEK housewrap - 1/2" CDX plywood sheathing - 2x6 studs @ 16" o.c. - 6 1/4" fiberglass insulation (R-19) - 1/2" gypsum well board 7. EXTERIOR WINDOWS & DOORS - Window flmshed head height to match ex~stmg at first and second floor U.O.N. - "Andersen" units, size & model as per floor plans and w~ndow schedule 8. EXTERIOR WINDOW TRIM - Match existing - Shutters to match existing where shown on elevations 9. CORNER BOARDS - Match existing 10 INTERIOR WALLASSEMBLY - 2"x4" studs @ 16" o.c - 1/2" gypsum wall board on both s~des, MR in bathrooms - 5/8" Type "X" GWB in garage on walls and ceiling 11. INTERIOR DOORS - Match exisfing style - Refer to floor plans for size, location and orientation 12. INTERIOR TRIM - Match ex~sting 13 PITCHED ROOFASSEMBLY - Match existing - Ice & water shield at all eaves, valleys and roof to wall joints, typ~cel - 15Ih. feltpaper - 5/8" CDX plywood sheathing - Roof rafters-as per plan with S~mpson H1 hurricane tie at each rafter to plate joint - Ceiling joists- as per plan - 10 1/2" fiberglass insulation (R-38c) - Plastic vent channels at cathedral ceilings and at eaves - Continuous ridge vent by COR-A-VENT 14. EAVE ASSEMBLY - Fascia wrapped with aluminum to match existing - Vented vinyl soffit 15 RAKE ASSEMBLY - Rake wrapped with aluminum to match existing 16. ROOF WATER DRAINAGE - Seamless aluminum gutters and leaders to match existing (not shown on plans and elevations) 17. DECKS - All framing to be pressure treated, sizes as apr plan - 5/4x6 pressure treated deck~ng - Concrete pier foundafion as per plan. Pier to be 42" mm below finished grade 18 EXTERIOR RAILINGS (Pressure treated material U.O.N, select material for best appearance and quality sand completely prior to paint/stain) - 2x4 top and bottom rad - 2x2 spindles @ 5" o.c max. - 2x6 redwood top cap, route decorative detsd at top edges with p~tch for water runoff - 4x4 posts - I 1/2" diam. handrail at one side of all stairs 19. BASEMENT & GARAGE SLAB 4" thick conc floor in garage, with 6x6 WI.4xW1 4 WWF 6 mil polyethylene vapor barrier vapor harder 6" layer of compacted crushed stone Pitch garage slab to doors at 1/8" per foot min Architect 11 Court Road Box 758 Bedford Village, New York 10506 T: 914.234,6093 F: 914.234.0548 NOTE: DO NOT SCALE DRAWINGS Nailing schedule and wind brace detail 5-7-05 Permit set revisions 9-17-04 Permit set 1-28-04 Revisions: Project Name: illiams residence 142.5 abriella Court Mattituck., NY Date: 51'112005 Pro ect #: Scale: Aa noted Drawing Number: A-03