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HomeMy WebLinkAbout32465-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~=RTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33559 Date: 02/20/09 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 295 GROVE DR SOUTHOLD (HOUSE NO.) (STREET) {HAMLET) County Tax Map No. 473889 Section 80 Block 4 Lot 12.1 Subdivision Filed Map No. -- Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JLrNE 27, 2006 pursuant to which Building Permit No. 32465-Z dated NOVEMBER 1, 2006 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 ADDITIONS, INCLUDING COVERED ENTRY, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. q~ne certificate is issued to PAUL & CALLISTA TULLY ( OWNER ) of the aforesaid building. S~FOLKC~D~DEPAR~TOF }~J~TH~P~O~-~J~ N/A EI~t-rKICAL C~RTIFICA~ NO. 3023859 06/14/07 pLUMBERS CERTIFICATION, DATED 12/18/07 PHOENIX PLUMBING & HEAT Rev. 1/81 BUILOINGOEPARTMENT IILYJr u ·OWN I 1111 APPLICATION FOR CERTIFICATE OF OCCUP~NCL J A. For new building or new use: Final su~ey ofprope~y with accurate location of all buildings, prope~y lines, streets, and unusual n~tural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fo~0. 3. Approval of elect~cal inst~llation from ~oard of Fire Unde~ters. 4. Swo~ statement from plumber ce~ifying that the solder used in system contains less th~n 2/10 of 1% lead. 5. Co~ercial building, indust~l building, multiple residences and similar buildings and installations, ~ ce~i~cate of Code Comphance from architect or engineer responsible I~r the building. 6. Submit Pla~ng Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 Copy of Certificate of Occupancy - $.25 Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: ~' Location of Property: ~ ~ [ Date. Old or Pre-existing Building: House No. Street Owner or Owners oferoperty: ~tcl,~: 7~- V ~9/~,~ / Suffolk County Tax Map No 1000, Section Block Subdivision PermitNo. '~ U ~ ~" Date of mermit. Applicant: (check one) Health Dept. Approval: Plamfing Board Approval: Request for: Temporary Certificate Fee Submitted: $ Lot Filed Map. Lot: Hamlet Underwriters Approval: Final Certificate: (check one) Appli6a'nt Sig~ture 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 CERTIFICATION Date: Building Permit No. 3 2C/4 5" .,~ (Please print) (Please p~t5 I ceftin, that the solder used iii the water supply system contains less than 2/10 of I% lead. Sworn to beibre me this_ day o f _~_?.~ ko--.__, Notary Public. _~l~ County (Plumbers Signature) BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by DOUGLAS PARKS ELECTRIC 21 GRAND AVENUE PATCHOGUE, N.Y. 11772 MR. TULLY 295 GROVE DRIVE SOUTHOLD, NY 11971 Located at 295 GROVE DRIVE SOUTHOLD, NY 11971 Application Number: 3023859 Certificate Number: 3023859 Section: Block: Lot: Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 14th Day of June, 2007. Name Miscellaneous move 31 place 200a main panel Alarm and Emergency Equipment Sensor Sensor Appliances and Accessories Dish Washer Oven Exhaust Fan Water Heater Furnace Air Conditioner Panels QTY Rate Rating Circuit Type 2 0 4 0 Carbon Monoxide Smoke 1 0 1.2 KW 1 0 5.4 KW 3 0 F.H.P. 1 0 Oil 1 0 Oil I 0 40 Amps 1 40 4 1 20 4 Wiring and Devices Receptacle 42 0 General Purpose Switch 45 0 General Purpose Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by DOUGLAS PARKS ELECTRIC MR. TULLY 21 GRAND AVENUE 295 GROVE DRIVE PATCHOGUE, N.Y. 11772 SOUTHOLD, NY 11971 295 GROVE DRIVE SOUTHOLD, NY 11971 Located at Application Number: 3023859 Certificate Number: 3023859 Section: Block: Lot: Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the ]4th Day of June, 200'7. Name QTY Rathe Rating Circuit Type -- Dimmers 1 0 Receptacle 4 0 20a Appliance Receptacle 2 0 30a Laundry Paddle Fan 2 0 Lighting track 4 0 fi Disconnect l 0 60a Air Conditioner Fixture 52 0 Incandescent Receptacle 10 0 GFCI seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 32465 Z Date NOVEMBER 1, 2006 Permission is hereby granted to: PAUL & CALLISTA TULLY 295 GROVE DR. SOUTHOLD,NY 11971 for : ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLILNG AS APPLIED FOR at premises located at 295 GROVE DR County Tax Map No. 473889 Section 080 pursuant to application dated JUNE Building Inspector to expire on MAY SOUTHOLD Block 0004 Lot No. 012.001 27, 2006 and approved by the 1, 2008. Fee $ 561.60 Authorized Signature ORIGINAL Rev. 5/8/02 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 REMARK~.'~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [,P~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: (/~-t/~_~.~ ~-~ /~ c~ DATE ~ INSPECTOR ~-~~/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]~GH PLBG. [ ] FOUNDATION 2ND [~'INSULATION FRAMING / STRAPPING [ ] FINAL ]] F;IR~ERPEsILA~N~ ~TRNu~0N [[~EEREsiSAF~'TYANTI~NSP~TiOoNN REMA~RKS: ~~ 6_J~ DATE ~///~/(~)7 INSPECTOR TOWN OF SO ILDING DEPT. 765-1802 I NSPECT !ON [ ] FOUNDATION 1ST ~ ROUGH PLBG. [ ]./~iDATION 2ND [ ] INSULATION [ ~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ~] FIRE RESISTANT PENETRATION REMARKS: // ~ ~ - DATE ~ INSPECTOR ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [/~] ~,OUNDATION 2N~,,~ [ ]INSULATION [J'~RAPPIN~/ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTA~rr CONSTRUCTION REMARKS:.' ~ ~ [ ] FIRE RESISTANT PENETRATION .J DATE INSPECTOR~ ',~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU/NDATION 1ST [ ] ROUGH PLBG. [ ] ~OUNDATION 2ND [ ] INSULATION [ZFRAMIN~ [ ]FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS~IUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~)~' ~{~-t4~ ' C~L-- '~'~.fZ~J~/"~I DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ [~FoUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / JNSPECTION [//]~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE //~/~"'~ ( 0(, INSPECTOR~~ FIELD INSPECTION REPORT I DATE I COMMENTS FOUNDATION (1ST) ........ ...... ~DITION~ CO~ENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD; NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c 2004 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 Contact: Mail to: Building Inspector Phone: dUN 2 ? 0 q ~/PPLICATION FOR BUILDING PERMIT Date 20 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 the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature 8'f app'lica'~t 6r ~a~n~,, ifa ~-orporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises t~t,// /IMa ~_~//,_q -/"a "~//V (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 Hamlet County Tax Map No. 1000 Section Subdivision Lot Lot Block ~ Filed Map No. (Name) 3. Nature of work (check which applicable): New Building. Repair Removal Demolition State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Sl&,]~_l~ lc/(Ifl/Z~' /~-~22)I~2F-~ b. Intendeduseandoccupancy ~ l ~x.~ ~ l. ~ ]5"~ t31t- ~f f~.I~ ~L~'bL'" Addition ¢"/ Alteration Other Work 4. Estimated Cost '*r/ 0 c~ o o O 5. If dwelling, number of dwelling units If garage, number of cars tOo Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor &/,0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. P,-J. 7. Dimensions of existing structures, if any: Front 7.,ff ~' Ln Rear 3 8 I. O ~ Depth Height. 2. !; o,w Number of Stories ' Dimensions of same structure with alterations or additions: Front 3 ~/o" Rear Depth ~ 7 ~. 9, t, Height 8. Dimensions of entire new construction: Front I Height ~.¥ t.~.,, Number of Stories Number of Stories Rear [2t-g '! Depth 9. Size of lot: Front fl, 7- ~4.*'/ Rear c/0 /~-'a ~ '/'Depth 10. Date of Purchase t/O.ff Name of Former Owner 11. Zone or use district in which premises are situated ;,~$ ! ~/.a~-h,a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO X 13. Will lot be re-graded? YES __ NO X Will excess fill be removed from premises? YES__ NO 14. Names of Owner of premises Name of Architect ~r~ vc 1)~ Name of Contractor Address Address Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ..... NO. _~" _ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~.. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF_ ) ~ ~('~.d~ ~"~ ~')~:~rJ/ /-~//V' being (Name of irldirvidual ~g~in~ contract) above n/ned, (S)He is the duly sworn, deposes and says that (s)he is the applicant (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 to before me this ~- ,,52-"] dayof ,~x_ )bi ~xo_ c.~Nff~ Public sUSAN K I~KER NOTARY pUBLIC, State gl NeW No 01]'O50781~ Quafified M Suffolk Coun~ commie,on ~P~" ~ I Sign~ur~"o f A~l(~nt penni1 Number Checked By/Date REScfieck Soflwa~ Version 3.6 Release la D~a filemme: TULLY. Ink PROJECT THLE: Tully Residen~ COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: De~w.~d 1 or 2 Family HEATING TYPE: Non-Elec~ic WINDOW / WALL RATIO: 0.08 DATE OF PLANS: 10/6/06 PRO]ECT DESCRIPTION: Addition and Alterations DESIG2qER/CO~CTOR: Paul de Silva 213 Toronto Avenue Massapcqu~, NY 11758 COMPLIANCE: Passes Maximum UA = 204 Your Home UA = 190 6.9% Better Than Code (UA) Area or Cavity Cont. or Door Ceiling 1: Flat Ceiling or Scissor Tress 741 30.0 0.0 475 19.0 0.0 Ceiling 2: Cathedral Ceiling (no a~ic) Wall 1: Wood Frame, 16" o.¢. 1199 13.0 0.0 Window 1: Wood Fr~ae:Douhie Pan~ with Low-E 100 Door 1: Solid 20 Floor 1: All-Wood Joist/Tnlss:Over Um:onditioued Slm~ 324 19.0 0.0 0.330 0.140 26 25 88 33 3 15 COMPLIANCE STA'I~.J~2~4T: The proposed building n~pn:sented in this document is consiste~ with the buitding plums, specitications, and othes calo,lmiom submitted with this permit application. Yne pmposnd systems have bom designed to mee~ the New Yo~: State ~ Cons~valion Constm~on Code mquimmm~. When a Registe~l Design Pmfesalonal ~ the best of his/her knowlndge~^ belief, and pmf~fional has stampnd and signnd this I h this Code~ / / /_q.,~*~ ~. ~. ¥ ..~~ OF SOUTHOLD RECORD CARD OWNER STREET VILLAGE W DISTRICT SUB. ACREAGE TYPE OF BUILDING ES. ~/,~ SEAS. VL FARM COMM. I IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE /// NEW NOPJViAL BELOW Farm Acre Value Per Acre liable 1 liable 2 liable 3 'oodland vampland 'ushland ~use Plot ABOVE Value FRONTAGE ON WATER FRONTAGE ON ROAD M. Bldg. Extension Foundation Bosement Both Floors Extension r Ext. Walls Interior Finish Extension ~ [ Fire Place Heat Roof Type Rooms 1st Floor Patio Driveway Porch Porch Breezeway Rooms 2nd Floor , Dormer OWNER VILLAGE DISTRICT SUB: LOT FORMER OWNER N i E ACREAGE TYPE OF BUILDING ~'~ [SEAS' IVL' IFARM COMM' IND' CB'LAND IMP. DATE REMARKS MISC' '~ ~t' Mkt' Value Form Tillable 1 Fillable 2 Tillable 3 Noodland Jwampland Irushland TOTAL z//o o NORMAL Acre BUILDING CONDITION BELOW Value Per Acre louse Plot ota *"' ABOVE Volue FRONTAGE ON WATER FRONTAGE ON ROAD BULKHEAD DOCK M. Bldg. Extension E~e~s~n Extension .,,Br.e,ez~ewa y ~rage 80.-4-12.1 3/05 - ,~i;'__' - ~ ! ,~ ~ ..~ ,~,~.fi ,~ounootlon Fire Place ' Patio Driveway Porch Porch Bath Floors Interior Finish Heat Roof Type Rooms Ist Floor Rooms 2nd Floor Dormer -- Paul de Silva, Architect 213 Toronto Avenue Massapequa, New York 11758 Telephone: 516-541-0271 E-mail: sfdarch@optonline.net October 31, 2006 Town of Southold Building Department Southold Town Hall 53095 Main Road Southold ,NY 11971 RE: Tully Residence, 295 Grove Drive, Southold NY This is to confirm that the error in window selection indicated on the submitted plans will be corrected to conform to NYS R310.1 requirements for emergency escape and rescue openings providing minimum net clear open area of 5.7 sf, height of 24 inches, width of 20 inches as follows: First Floor Bedroom windows currently selected as Andersen TVV2642 will be changed to Andersen TVV26510 Second Floor Bedroom windows currently selected as Andersen TVV210310 will be changed to Andersen TW210410 Yours truly Paul de Silva, IRA License #12907 Page 1 October 31, 2006 NewSecond Floor EL +8' 9' New Altic I , I I, 12' I~ Ila 3" VTR ¢ ¢ 1 1/2" I ~11 1/2" ~1 1/2" ~2' I kitchen sink I s~nk island I shower ~ 2 3 4' 2 2 2 Plumbing Diagram 1/4": 1 '-O" 1 ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV 2 ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON 3 ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER ~'UBING ALL SOLDER SHALL BE LEAD FREE 4 ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2" INSULATION 5 ALL FIXTURES SHALL BE AS SELECTED BY OWNER 6 ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT. STATE BUILDING AND ENERGY CODES 7 INCREASEWATERSERVICESIZETO1 MINIMUM RUNI"MINIMUMCWAND3/4' MINIMUM HW SUPPLY MAINS TO EACH FLOOR ALL SUPPLY PIPING FROM MAINS TO FIXTURES TO BE 3/4" MINIMUM Paul de Silva, Architect 213 Toronto Avenue, Massapequa, NY 11758 516 541 0271 Dining 12'-9 1/2" I Ij L U ¢'" t Wafk-in ~,lose Master !~_-9 !/2" II 36x8dI ii ii , I ( Master Bedroom (2) 2x6 (2) 2x6 ol ~emove a~d infill existing doo~ TVV2442 16'-8 1/2" 24'-2 1/2" TVV2442 First Floor' Plan existin¢ Revised as per Building Department Review 10/28/0§ existin ( remove and infil ex~sting window? (7.5" TJI @ 16'oc ) 24'-t 1/2" · OFi: 1/4" = 't 'F WiND BORN DEBRIS PRO?ERTY iS SUBJECT TO WIND BORN DEBRIS AND SHALL COMPLY WITH R301.2.1.2 and 1609.1 for 120 mph winds OF ~'; ,~'~' New Shingles o~ l)eaung columns exisdng roof II II oymn~tlc la(tJoe eRc ostil8 ~×.~stIR§ Fout3.,.~a d o~s East Elevation Revised as per BulkJing Department Review 10/28/06 existing )c existing 13'-1 i/2" < centered between existing > ~E /New 36" custom heigl F "i~ 2x8 @ 24" oc '~ door and frame. ~ ...... ,~:-~'?~'~, ~ ~, locate as directed .j by o~ers ~ 3. 1/2" X 7.50~ ste, .- on x x 20" x 12" Existing cellar ~ concrete footing New (2) 2x8 below stair string;r~ ~* -"'--~ ¢ ~ ADD 2x8 ~ ~, centered be~ee~ ~ ~ 2x8 ~ 24" c ~ existing crawl space ~1 11'-4" 8~ 4" concrete si w/66-1010 wv on vapor barr and 4" tamp( porous fill 7.5" TJI < @16"o¢ New Cellar TULLY RESIDENC SOUTHOLD, NEW YO_RK 11971 I ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK AND ALL APPLICABLE CODES, , IT IS' 4E IN TENTION OF THESE DRAWINGS 'fO PROVIDE FOR THE CONS'[ RUCTION CFA ~JEW RESIDENCE INCLUGIN6 EVERY ITEM AS SHOWN OR REASONABLY IMPLIED, QR REQUIRED, TO COMPLETE ALL WORK, 3, IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH -I HAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHA[L STOP WORK AND NOTIFY THE ARCHITECT SHOULD HE FAiL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL R ESPON ,S, IBILITY AND LIABILITY ARI,S,I NG THEREFROM, 4. THE GENERAL CONTRACTOR SHALL VER FY ALL DIMENSIONS IN THE FIELD, ANY I DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEED NG. DO NOl SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS, OTHER THAN TRE BUILDING PERMIT, CONTRACTOR SHALL OBTAIN ALL REQUIRED PPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPEC1 ION APPROVALS, ETC. FOR WORK =ERFORMED BY AGENCIES HAVING JURISDICTION THEREOF 7. RECORD ARCHITECT/ENGINEER OR DESIGN CONSULTANTS ARE NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT, 8, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH THE RESIDENTIAL CODE OF NEW YORK STATE AND THE CONSERVATION CODE OF NEW YORK STATE, 9. EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE LESS THAN 3 FEET (914MM) SHALL HAVE NOT LESS THAN A 1- HOUR FIRE RESISTANCE RATING WITH EXPOSURE FROM BOTH SIDES. PROJECTIONS FROM SUCH WALLS SHALL NOT EXCEED MORE THAN 12-INCHES (305MM) OR ONE -THIRD THE DISTANCE TO THE PROPERTY LINE, WHICHEVER RESULTS IN THE LESSER PROJECTION, 10. PROJECTIONS EXTENDING INTO THE FIRE SEPARATION DISTANCE SHALL HAVE NOT LESS THAN 1- HOUR FIRE RESISTANT CONSTRUCTION ON THE UNDERSIDE. THE ABOVE PROVISIONS SHALL N?T APPLY TO WALLS, WHICH ARE PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE. 11 OPENINGS SHALL NOT BE PERMITTED IN THE EXTERIOR WALL OF A DWELLING OR ACCESSORY BUILDING WITH A FIRE SEPARATION DISTANCE LESS THAN 3 FEET (914MM). THIS DISTANCE SHALL BE MEASURED PERPENDICULAR TO TRE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE, EXCEPTIONS: 1- OPENING SHALL BE PERMFFTED IN WALLS THAT ARE PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION DISTANCE. 2~ FOUNDATION VENTS INSTALLED IN COMPLIANCE WITH THIS CODE ARE PERMITTED, PENETRATIONS LOCATED IN THE EXTERIOR WALL OF A DWELJ,,ING WITH A FIRE ~PARATION DISTANCE LESS THAN 3 FEET (914MM) SHALL BE PROTECTED IN ACCORDANCE WITH SECTION R321 EXCEPTION: PENETRAT ONS SHALL BE PERMITTED IN WALLS THAT ARE PERPENDICULAR TO THE LINE USED TO DETERMINE THE FIRE SEPARATION D STANCE. 13, WHEN THE WINTER DESIGN TEMPERATURE JN TABLE R301,2(1) IS BELOW 60F [16C), EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68F f20C) AT A POINT 3 FEET {914MM) ABOVE THE FLOOR AND 2 FEET (610MM) FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS ATTHE DESIGN TEMPERATURE. 14. ALL PLUMBING FIXTURES SHALL BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM, REGULAR, FLOAT, WIRED OR PATTERNED GLASS IN JALOUSIES AND LOUVERED ~V~NDOWS SHALL BE NO THINNER THAN NORMAL 3/16 INCH (4.76MM) AND NO LONGER ' E THAN 48 INCHES 1219MM , EXPOSED GLASS EDGES SHALL B SMOOTH. .16. WIRED GLASS WITH W~RE EXPOSED ON LONGITUDINAL EDGES SHALL NOT "BE USED IN ,JALOUSIES OR LOUVERED WINDOWS. · 17 ALL UNIT SKYL GHTS INSTALLED IN A ROOF WITH A PITCH FLATTER THAN ~ THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL 25~PERCENT SLOPE) SHALL BE MOUNTED ON A CURB EXTENDING AT LEAST 4 iNCHES (102MM} ABOVE THE PLANE OF THE ROOF UNLESS OTHERWISE SPECIFIED IN THE MANUFACTURERS INSTALLATION INSTRUCTIONS 18 OPENINGS F ROM A PRIVATE GARAGE DIRECTLY INTO A ROOEMEUNBTEHGEFGOARRSALGEEE'~DG PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN · ' THE RESIDENCE SHALL BE EQUIPPED WITH A 45 MIN, FiRE RATED DOOR ASSEMBLY EQUIPED WITH A SELF-CLOSING DEVISE, · SEE FLOOR pLAN FOR LOCATION 19, BASEMENT WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCU OPENING. WHERE EMERGENCY ESCAPE AND RESCUE )PENING ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1118MM) IBOVE THE FLOOR. WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE THE RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION 310,3. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. EMERGENCY ESCAPE AND RESUE OPENING WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2. GENERAL NOTES ~)EAR OPENING OF 9.7 SQUARE FEET {0.530 M21 EXCEPTION. GRADE FLOOR OPENING SHALL ALL EMERGENCY ESCAPES AND RESC,?,E OPENINGS SHALL HAVE A MINIMUM NET RAVE A MINIMUM NET CLEAR OPENING OF 5 SQU,A, RE FEET (0.465M2) ~¢/' THE MINIMUM ESCAPE AND RESCUE OPENING SHALL SE 24 INCHES (810MM) · THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508MM}. ' SEE FLOOR PLAN WINDOW SIZES /~I-I~EMERGENCY ESCAPE AND RESCUE OPENIND ALL BE OPERATIONAL FROM THE INSIDE OF k.--Tf"{ E ROOM WIT~tOUT THE USE OF KEYS OR TOOLS 22. NOT LESS THAN ONE EXIT DOOR CONFORMING TO THIS CHAPTER SHALL BE PROVIDED FROM EACH DWELLING UNIT, THE REQUIRED EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS FROM THE HABITABLE PORTION OF THE DWELLING TO TNE EXTERIOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE, 23 ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM THE SIDE WHICH EGRESS IS TO BE MADE WITHOUT OF KEY OR SPECIAL KNOWLEDGE OF EFFORT 24. THE REQUIRED EXIT DOOR SHALL BE A SIDE HINGED DOOR NOT LESS THAN 3 FEET (914MM) IN WIDTH AND 6 FEET 8 INCHES (2032MM) IN HEIGHT, OTHER EXTERIOR HINGED OR SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. 25. THE MINIMUM WIDTH OF A HALLWAY SHALL NOT BE LESS THAN 3 FEET. 26. EXTERIOR EXiT BALCONIES, STAIRS, AND SIMP.AR EXIT FACILITIES SHALL IBE POSITIVELY ANCHORED TO TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL, 27, THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. EXCEPTION: AT 1 HE TOP OF AN INTERIOR FLIGHT OF STAIRS, PROVIDE[) A DOOR DOES NOT SWING OVER THE STAIRS (914MM), 28. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY OR DOOR SERVED, EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914MM) MEASURED IN THE DIRECTION OF TRAVEL, 29 RAMPS SHALL HAVE MAXIMUM SLOPE OF ONE UNIT VERTICAL IN EIGHT UINITS HORIZONTAL (12,5 PERCENT SLOPE). 30 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF ALL RAMPS EXCEEDING A SLOPE OF ONE UNI] VERTICAL iN 12 UNITS HORIZONTAL (8.33 PERCENT SLOPE}. HANDRAIL HEIGHT MEASURED ABOVE THE FINISHED SURFACE IF THE RAMP SLOPE, SHALL BE NOT LESS THAN 34 iNCHES (864MM) AND NOT MORE THAN 38 INCHES (965MM). HANDRAILS ON RAMPS SHALL COMPLY WITH SECTION R315.2 31. A MINIMUM 3-FOOT-BY-3-FOOT(914MM BY 914MM) LANDING SHALL BE PROVIDED: 1 - AT THE TOP AND BOTTOM OF RAMPS 2 - WHERE DOORS oPEN ONTO RAMPS 3 -WHERE RAMPS CHANGE DIRECTION 32. STAIRWAYS SHALL NOT BE LESS THAN 86 INCHES (914MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMr 'fED HANDRAIL HEIGHT AN[) BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4 5 INCHES (114MM} ON E~THER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING ~T~BEADS AND LANDINGS, SH .A, LL NOT BE LESS THAN 315 iNCHES WRERE A HANDRA L S INSTALLED' ON. rD, NE SIDE AND 27 INCHES (698MM) WHERE HANDRAILS ARE PROVIDEDON BOTHSIDES, ' 33. THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES (209MM) AND THE MINIMUM TREADS DEPTH SHALL BE Pr INCHES (229MM). THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2" PERCENT SLOPE). THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.SMM}. THE GREATEST TREAD DEPTH WITH N ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9,SMM) 34. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEE'f, 38. PORCHFS, BALCONIES OR RAISED FL OCR SURFACES LOCATED MORE THAN 30 INCHES (762MM) ABOVE THE FLOOR OR GRADE BELOW SHALl. HAVE GUARDS NOT LESS THAN 36 INCHES (g14MM) IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES (762MM) ABOVE THE OR GRADE BELOW SHALL HAVE GUAHBB NO*[' LESS TNAN 34 INCHES (864MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THF ~ READS 39. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE IN~ ERMEDiATE RAILS OR ORNAMENTAL CLOSURES 'I'I-IAT DO NQ'f ALLOW PASSAGE OF A SPHERE 4 INCHES (120MM} OR MORE IN DIAMETER 40. WALL AND CEILING FINISRES SBALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450r IN ACCORDANCE WITH R 319.2. TESTING ANt.) At TERNATE TEST METHODS MUST COMPLY W/ R319.3 & R319 4 RESPECTIVELY. A) TEST SHALL BE MADE IN ACCORDANCE WITH ASTM E 84 41. iNSULATION MATERIALS. INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR -- CEILING ASSEMBLIES, ROOF ~ CEILING ASSEMBLIES, WALl ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME"SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE--DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 & ASTM E 970 STANDARD. EXTERIOR TO COMPLY W! R 703.9 42. IN ALL FRAMED WALLS, FLOORS AND ROOF/ CEILINGS COMPROMISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A VAPOR RETARDER SHALL BE INSTALLED QN THE WARM--IN--WINTER S~DE OF THE INSULATION, IN ACCQRDANCE W/ R322 EXCEPTIONS. 1 . IN CONSTRUCTION WHERE MOISTURE OR FREEZING WILL NOT DAMAGE THE MATERIALS' 2 -- WHERE THE FRAMED CAVITY OR SPACE IS VENTILATED TO ALLOW MOISTURE TO ESCAPE 3 -- IN COUNTIES IDENTIFIED W/TH FOOTNOTE A IN TABI. E N 1101.2. 43. IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY FIGURE R301.2(7), THE FOLLOWING LOCATIONS SHALL REQUIRE THE USE CE AN APPROVED SPECIES AND GRADE OF LUMBER PRESSURE PRESERVATIVELY TREATED IN ACCORDANCE WITH AWPA C1,C2, C'3, C4, C9, C15, C18, C27, C23, C24, C28, P1, P2 AND P3, OR DECAY"RESISTANT HEARTWOGD OF REDWOOD. BLACK LOCUST, OR CEDARS A -- WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOH WHEN CLOSER THAN I 8 INCFISS (457MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305MM) TO EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. B -- ALL SILLS OR PLATES THAT REST ON CONCRETE OR MASONRY EXTERIOR WALLS AND ARE LESS THAN 8 iNCHES (203MM) FROM EXFOSED GROUND SHALL BE IN ACCORDANCE W/ R323,1.1 C ~ SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT iS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB RY AN IMPERVIOUS MOISTURE BARRIER. D -- THE ENDS QF WOOD GIRDERS ENTERING EXTERIOR MASONRY QR CONCRETE WALLS HAVING CLEARANCES QF LESS THAN 05 INCH (12.7MM) ON 'FOPS, SIDES AND ENDS. E ' WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING CLEARANCE LESS THAN 6 INCBES (152MM) FROM THE GROUND. F -- WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. G -- WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETAB~ER IS APPLIED BETWEEN THE WALL ,~ND THE FURRING S7 RIPS OR FRAMING MEMBERS 44. ALL WOOD IN CON~)ACT WITH THE GROUND AND THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMA'~'OCCUPANCY SHALL BE APPROVED PRESSURE PRESERVATIVEL'¢ TREATED WOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT UNTREATED WOO[) MAY SE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER 45. LUMBER AND PLYWOOD REQUIRED TO BE PRESSURE PRESERVA7 IVELY TREATED IN ACCORDANCE WITH SECTION R323.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPEGTION AGENCY THAT MAINTAINS CONTINUING SUPERVISION, TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT AND THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE AMERICAN LU~BER STANDARD COMMITTEE TREATED WOOD PROGRAM. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE'RETARDANT--TREATED WOOD SHALL BE OF HOT--DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: ONE'HALF--INCH (12.7MM) DIAMETER OR GREATER STEEL BOLTS. BUILDING CODE SUMMARY BUILDING DESIGN AS PER THE BUILDING CODE OF NEW YORK STATE fRESIDENTIAL) AND RELATED CODES, BUILDING DATA OCCUPANCY TYPE: ............................................................. SINGLE FAMILY BUILDING HEIGHT: l,~.l,~.~.~'~) .................................... 24'-6"+/- NUMBER OF STORIES: ....................................................... 2 GROSS BUILDING AREA: EXISTING FIRST FLOOR ................................. 1,390 SF NEW FIRST FLOOR ADDITION ............................... 338 SF EXISTING SECOND FLOOR ................................. 595 SF NEW SECOND FLOOR ADDITION ................................ 338 SF NEW PORCH ................................ 35 SF TOTAL: ............................. ZONING DATA SEE SITE PLAN, DRAWING T-3 WIND BORN DEBRIS PROPErRT¥ i ' BJECT TO WiND BORN DEBIRIS AND SHALL COMPLY WITH 301 2.1.2 DESIGN-LOADS- ' MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT) (R301.4) USE LIVE LOAD EXTERIOR BALCONIES DECKS PASSENGER VEHICLE GARAGES A3q-IC WITHOUT STORAGE ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS STAIRS GUARDRAILS AND HANDRAILS 6q 4O 5O 10 :,4,0' 30 4O 200 MINIMUM ROOF LIVE LOADS IN POUNDS-FOIRCE PER SQUARE FOCI OF HORIZONTAL PROJECTION ~ (R301,5) ~ TR BUTARYLO~BED AREAIN SQU~RE FEE~ FOR ANY STRUCTURAL MEMBER ROOF SLOPE 2,696 SF FLAT OR RISE LESS THAN 4 INCHESPERFOOT(1.3) RISE 4 INCHES PER FOOT (1.3) TO LESS THAN 12 INCHES PER 0 TO 200 201 TO 600 OVER 600 8 INCHES (2032MM} MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING PLATFORM, 35. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION. 36~ ENCL(~E[~ ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS. UNDER STAIR SURFACE AND ANY SOEFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2- INCH (t2.7MM) GYPSUM BOARD. 37, HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS, HANDRAILS HEIGHT MEASURED ABOVE STAIR TREAD NOSING, SHALL BE NOT LESS THAN 34 INCHES (864MM) AND NOT MORE THAN 38 INCHES (965MM). ALL REQUIRED HANDRAILS SHALL BE CONTINUOS THE FULL LENGTH OF THE STAIRS FROM A POINT DIRLECTLY ABOVE THE LOWEST RISER QF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMIINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES (38MM) BETWEEN THE WALL AND THE HANDRAIL PROJECT INFORMATION 20 16 12 FOOT (1.1) 16 14 12 12 12 12 RISE 12 INCHES PER FOOT (1,1) AND GREATER B .C SEVERE YES SEISMIC DESIGN CATEGORY, WEATHERING AREA ICE SHIELD TESTING FROST LINE DEPTH TERMITE AREA DECAY AREA. WINTER DESIGN TEMP FLOOD HAZARDS: MODERATE TO HEAVY SUGHT TO MODERATE II TO BE DETERMINED BY PLANS EXAMINER OWNER: Mr. & Mrs. Tully BUILDER USER / TENANT: Mr. & Mrs. Paul & CalistaTully PROJECT DESCRIPTION: _Ne v FOOTAGE: floor & PROJECT SQUARE FIRE HAZARD: Low FIRE SPRINKLER SYSTEM: Single famil ence d ion and alte floor Not required ft. porch. "~SEE GENERAL NOTES FOR ALL OTHER CODE REQUIREMENTS SYMBOLS ACOUSTICAL TILE, CERAMIC TILE ALUMINUM BATT INSULATION'~ CONCRETE CONCRETE' EARTH MARBLE PLYWOOD RIGID INSULATION STEEL WOOD WOOB B'LOCKtNG INSULATED CONCRETE BLOCK JMBING :R LINES NEED DRAWING INDEX T1 GENERAL NOTES TITLE SHEET T2 GENERAL NOTES CONTINUED T3 GENERAL NOTES CONTINUED A1 ELEVATIONS & NOTES A2 FOUNDATION, 1ST FLOOR, & DETAILS A3 2ND FLOOR PLAN AND SECTION A4 ELECTRICAL PLANS S74° 00' 00" E existing barn existing garage existing 90.00 Ig existing I 1/2 frame house 22 O' p~rch SITE PLAN GROVE DRIVE ALL INFORMATION ON THIS ARCHITECTURAL PLOT PLAN OBTAINED FROM SURVEY PREPARED U$ l B UNLAWFUL ITHOUT CERTiFICt rE OF OCCUPANCY ED BY VAN TUYL & SON LICENSED SURVEYOR AS AMENDED 10/14/1977 ZONING INFORMATION C~R~IFICATION OF ~ ~-~r i<~ ~.'i'.'i 'i.' .N, ~.!~JJ';~ & CONNECT(ONS REQUIRED. DATE:. r, ~RE'! CERTiF~,¢A' ION ALL CONSTRUCTION SHALL 4. FINAL - CDr h' ~".rC7 3N '~UST CONTENT BEFORE SE COMP~~D~ -c~ ~0. ~ . ~ _ME~THEREQUIREMENTSOFTHE -~-"TRU, T N EH~bL MEeT THE TE OF OCCU ~6f' ALL uu~ .... ' DE USED IN W~TER ' .... ISSUED FOR elD & P~?;~';I;~ ~;-:.q~s,,~.~ REQUIRED, RETAIN STO~~ W~'n ~' "~OFF p ul rt.. O. ih/ ;-OFT ENUE ~u~ ~ ~Hv~l ~ ~/~ ~ , MASSAPEQUA, N,Y. 11758 ' -~,~ ~ ~ .... TEL 516 809-5903 ~00P ~C , ¢-%~ i;0TI ~6 ' SFpARCHSOPTONU~NET ADDITION AND ALTERATION ~O THE TULLY RESlDENOE 295 Grove Drive Southold, New York ' GENERAL NOTES, BLDG. OODE SUMMARY, DRAWING INDEX, PROJECT INFORMATION, DRAWING INDEX, SYMBOLS, 81TE PLAN ATE: 10/06/06 SYMBOL IT IS A VlO~TION OF THE ~W ~ PROJECT: 1664 FOR ANY PERSON TO ALTER ANY ITEM ON THIS BRAWlN6 UNLESS T 1 ARCHITEOT. OF 7 LU ~:~ ~ 2 story addition -°oo! OOC ANOY OR GENERAL NOTES 46. FOUNDATION WALL THICKNESS BASED ON WALLS SUPPORTED, THE THICKNESS OF CONCRETE AND MASONRY FOUNDATION WALLS SHALL NOT BE LESS THAN THE THICKNESS OF THE WALL SUPPORTED EXCEPT TI"IAT FOUNDA1 ION WALLS OF AT LEAS.f 8- INCH (203MM) NOMINAL THICKNESS SHALL BE PERMIT! ED UNDER BRICK-VENEERED FRAME WALLS AND UNDER 10 INCH WIDE (254MM) CAVITY WALLS WHERF THE TOTAL HEIGHT OF THE WALL SUPPORTED, INCLUDING GABLES, iS NOT MORE THAN 2O FEET (6096MM), PROVIDED THE REQUIREMENTS OF SECTION R401 ,I.~ AND R404,1 2 ARE MET, 1. ALI LOAD-BEARING WALLS SHALL BE P[ ACED IN CONTINUOUS CONCRETE FOOTINGS PLACED INTEGRALLY WITH TFIE EXTERIOR WALL FOOTING 2 1HE MiNiMUM ACTUAL THICKNESS OF A LOAD-BEARING MASONRY WALL SHALL BE NOT LESS THAN 4 INCHES (102MM) NOMINAL OR 3 3/8 INCHES (92MM) ACTUAL THICKNESS, AND SHALL BE BONDED INTEGRALLY WITH PIERS SPACED iN ACCORDANCE WITR R606.8 3. PIERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R606.5 AND R606.5.1, AND SHALL BE BODED INTO THE LOAD-BEARING MASONRY WALL IN ACCORDANCE WITH SECTION R608.1 1 OR SECTION 4, THE MAXIMUM HEIGHT OF A 4 INCH (102MM) LOAD-BEARING MASONRY FOUNDATION WALL SUPPORTING WOOD FRAMED WALLS AND FLOORS SHALL NOT BE MORE THAN 4 FEET (1219MM) IN HEIGHT. 5. ANCHORAGE SHALL BE IN ACCORDANCE WITH SEC7 ION R403.1,6 OR AS SPECIFIED BY ENGINEERED DESIGN. 6, THE UNBALANCED FILL FOR 4 INCH (102MM) FOUNDATION WALLS SHALL NOT EXCEED 24 INCHES (610MM) FOR SOLID MASONRY OR 12 INCHES (305MM) FOR HOLLOW MASONRY. 47. HEIGHT ABOVE FINISHED GRADE CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 4 INCHES (102MM) WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES (152MM) ELSEWHERE, 48. BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAB BEEN ANCHORED TO TRE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 49. EXCEPTION: SUCH BRACING IS NOT REQUIRED FOR WALLS SUPPORTING LEES TFIAN 4 FEET (1219MM) OF UNBALANCED BACKFILL 50. WOOD SILL PLATES SHALL BE A MINIMUM OF 2 INCHES BY 4 INCHES (51MM BY 102MM) NOMINAL LUMBER 51. CONCRETE OR MASONRY FOUNGATIONS DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE DRAINAGE TILES, GRAVEL OR CRUSHED STONE DRAINS, OR PERFORATED PIPE SHALL BE INSTALLED AT OR BELOW THE AHEA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS INTO AN APPROVED DRAINAGE SYSTEM, GRAVEL OR CRUSHED STONE DRAINS SHALL EXTEND AT LEAST 1 FOOT (305MM) BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6 INCHES (153MM) ABOVE THE TOP OF THE FOOTING AND BE COVERED WITH AN APPROVED FILTER MEMBRANE MATERIAL, THE TOP OF OPEN JOINTS OF DRAIN TILES SHALL BE PROTECTED WITH STRIPS OF BUILDING PAPER, AND THE DRAINAGE TILES OR PERFORATED PIPE SHALL BE PLACED ON A MINIMUM OF 2 INCHES (51MM) OF WASHED GRAVEL. OR CRUSHED ROCK AT LEAST ONE SI EVE SIZE LARGER THAN THE TILE JOINT OPENING OR PERFORATION AND COVERED WITH NOT LESS THAN 6 INCHES (153MM) OFTHE SAME MATERIAL EXCEPTION: A DRAINAGE SYSTEM IS REQUIRED WHEN THE FOUNDATION IS INSTALLED ON WELL-DRAINED GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, GROUP I SOILS, AS DETAILED IN TABLE R405,1 , 52. CONCRETE AND MASONRY FOUNDATION DAMP PROOFING EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION R406,2, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE SHALL BE DAMP PROOFED FROM THE TIP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS'SHALL HAVE NOT LESS THAN 3/8 INCH (9.5MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMP PROOFED WiTH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD (1,63 KG/M2) OF ACRYLIC MODIFIED CEMENT, 1/8 INCH (3,2MM) COAT OF SURFACE-BONDED MORTAR COMPLYING WITH ASTM C 887 OR ANY MATERIAL PERMITTED FOR WATER PROOFING IN SECTION R406.1 TO THE EXTERIOR OF THE WALL. 53. CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACE LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL CONSIST OF 2-PLY HOT MOPPED FELTS, 65 POUND (25KG) ROLL ROOFING, 6 MIL (0.15MM) POLYVINYL CHLORIDE, 6 MIL (0.15MM) POLYETHYLENE OR 40 MIL {1MM) POLYMER-MODIFIED ASPHALT. THE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE WATER PROOFING MEMBRANE. 54. STEEL COLUMN PROTECTION: ALL SURFACES (INSIDE AND OUTSIDE) OF STEEL COLUMNS SHALL BE GIVEN SHOP COAT OF RUST-INHIBITIVE PAINT, EXCEPT FOR CORROSION-RESISTANT STEEL AND STEEL TREATED WITH COATINGS TO PROVIDE CORROSION RESISTANCE, 55. STRUCTURAL REQUIREMENTS: THE COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL. DISPLACEMENT AT THE BO'FI-OM END. WOOD COLUMNS SHALL NOT BE LESS IN NOMINAL SIZE THAN 4 INCHES BY 4 INCHES (102MM BY 120MM) AND STEEL COLUMNS SHALL NOT BE LESS THAN 3-INCH-DIAMETER (76MM} STANDARD PIPE OR EQUIVALENT. 56. THE UNDER-FLOOR SPACE BETWEEN THE BO%FOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT OR CELLAR) SHALL BE PROVIDED WITH VENTILATION OPENING ~ HROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION O?ENtNG SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET (0r67M SQUARED ¢OR EACH 100M SQUARED) OF UNDER-FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET (914MM) OF EACH CORNER OF SAID BUILDING 57. AN ACCESS OPENING 18 INCHES BY 24 INCHES (457MM BY 610MM) SHALL BE PROVIDED TO THE UNDER-FLOOR SPACE. SEE SECTION M1305.1 4 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. 58. MAXIMUM SPACING OF SUPPORTS AND THE SIZE AND SPACING OF FASTENERS USED TO ATTACH GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. GYPSUM SHEATHING SHALL BE ATTACHED TO 'EXTERIOR WALLS IN ACCORDANCE WiTH TABLE R602.2(1) GYPSUM BB. AT RIGH'f ANGLES OR PARALLEL TO FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM BOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPTTHOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. INTERIOR GYPSUM BOARD SHALL NOT BE INSTALLED WHERE IT IS EXPOSED TO THE WEATHER. 59. SCREWS FOR A1 FACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPE S IN ACCORDANCE WITH ASTM C 1002 AND SHALL PENETRATE THE WOOD NOT LESS THAN 5/8 INCH (18.9MM), SCREWS FOR ATTACHING GYPSUM BOARD 'fO LIGHT GAGE STEEL FRAMING SHALL BE TYPE S IN ACCORDANCE WITH ASTM C 1002 AND SHALl. PENETRATE THE STEEL NOT LESS THAN 3/8 INCH (9.JMM). SCREWS FOR ATTACHING GYPSUM BOARD TO STEEL FRAMING 0.0033 INCH TO 0.112 INCH (0 838MM TO 2.84MM0 THICK SHALL COMPLY WITH ASTM C 954. 60. CERAMIC TILE SURFACE SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108,4, A108,5, A108 6, A106,11 A118,1, A118.Jr A136.1 AND A137,1, 81. ALL STONE AND MASONRY VENEER SHALL. BE INS'[ALLED IN ACCORDANCE WITH THIS CHAPTER, TABLE R703 4 AND FIGURE R703.7. SUCH VENEERS INSTALLED OVER A BACKING OF WOOD OR COLD-FORMED STEEL SHALL BE LIMITED TO THE FIRST STORY ABOVE GRADE AND SHALL NOT EXCEED 5 INCHES (127MM) IN THICKNESS. 62. VENEER TIES. IF STRAND WIRE, SHALL NOT BE LESS IN THICKNESS THAN NO 9 U.S GAGE WIRE AND SHALL HAVE A HOOD EMBEDDED IN THE MORTAR JOINT, OR IF SHEET METAL, SHALL BE NOT LESS THAN NO. 22 U,S. GAGE BY 7/8 INCH (22.3MM) CORRUGATED, EACH TIE SHALL BE SPACED NOT MORE THAN 24 INCI"IES (610MM) ON CENTER BORlZONTALLY AND SHALL SUPPORT NOT MORE TFIAN 3 1/4" SQUARE FEET (0.302 M2) OF WALL AREA. EXCEPTION: IN SEISMIC DESIGN CATEGORY D1 OR D2 AND IN WIND AREAS OF MORE THAN 30 POUNDS PER SQUARE FOO.f (l.44KN/M2), EACH TIE SHALL SUPPORT NOT MORE THAN 2 SQUARE FEET (0 180 M2) OF WALL AREA CONTINUED 63. APPROVED CORROSION - RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCB A MANNER AS TO PREVENT THE ENTRY OF WATER INTO THE CAVITY WALL OR PENETRATION OF WA] ER TO 'THE BIUILDING S]'RUC'f URAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EX'TERIOR WALL ENVELOPE, APPROVED CORROSION RESISTANT FLASI I~NG SHALL BE INSTALLED AT ,ALL OF THE FOLLOWING LOCATIONS: 1 - AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF FLASHING WINE)OW HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8 INCFIES (28MM1 OVER THE SFIEATHING MATERIAL AROUND THE PERIMETER OF ] HE OPENING, INCLUDING CORNERS, DO NOT REQUIRF ADDITIONAL FLASHING, AND JAMB FLASHING MAY At,SO BE OMITTED 2 - AT THE INTERSECTION OF CI-IIMMEYS AND OTBER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITM PROJEC] lNG LIPS ON BOTH SIDES UNDER S FUCCO COPING 3 - UNDER AND AT ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS 4 - CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, 5 - WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAME CONSTRUCTION, 6 - AT WALL AND ROOF INTERSECTIONS, 64, FRAMING DETAILS: RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH O] HER WITH A GUSSET PLATE AS A TIE. RIDGE BOARD SHALL SE AT LEAST 1 - INCH (25 4MM) NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2- INCH (51MM) NOMINAL TSICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTEH. HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITIION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT, WHERE THE IROOF PITCH IS LESS THAN THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (25 PERCENT SLOPE),, STRUCTURAL MEMBERS THAI SUPPORT RAFTERS AND CEILING JOISTS, SUCH AS RIDGE BEAMS, HIIPS, AND VALLEYS, SHALL BE DESIGNED AS BEAMS. 65, CEILING JOIST AND RAFTER COtNNECTIONS, CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE WITH TAB[LES R602.3(1) AND R802,5.1 (9} AND THE ASSEMBLY SHALL BE NAILED TO THE TOP WALL PLATE IN ACCOF~DANCE W~TH TABLE R602.3il) CEILING JOIST SHALL BE CONTINUOBS OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. 66, THE ENDS OF EACH RAFTER OH CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2 INCH (38MM) OF BEARING ON WOOD OR METAL AND) NOT LESS THAN 3 INCHES (76MM) ON MASONRY OR CONCRETE 67, FASTENERS; FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEELr ALUMINUM OR COPPER ROOFING MAILS, MINIMUM 12 GAGE [10,105 INCH (2.67MM)] SHALL WITH A MINIMUM 3/8 - INCH (9.5MM) DIAMETER HEAD, ASTM F 1667, OF LENGTR TO PENETRATE THROUGH THE ROOFING MATERIAL AND A MINIMUIM 3/4 INCH (19 1 MM) INTO THB ROOF SHEATHING. WHERE TRE ROOF SHEATHING IS LESS THAN 3/4 INCH I (19.1MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING, FASTENERS SRALL COMPLY WITH ASTM F 1667, 68, ASPHALT SHINGLES SHALL HASTE A MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. FOR NORMAL APIPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (20,12), SPECIAkL METHODS OF FASTENING ARE REQUIRED. 69, CHIMNEYS SHALL EXTEND AT LEAST 2 FEET (610MM) HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET (1048MM) BUT SHAiLL NOT BE LESS THAN 3 FEET (9f4MM) ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THFROUGH THE ROOF. 70. APPLIANCES SHALL BE ACCESSIBLE FOR iNSPECTION, SERVICE. REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT,CONSTRUCTION. THIRTY INCHES (762MM) OF WORKING SPACE SHALl_ BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE, ROOM HEATERS SHALL BE PERMR-rED TO BE INSTALLED- WITH AT LEAST AN 18-INCH (467MM) WORKING SPACE A PLAT FORM SHALL NOT DE REQUIRED FOR ROOM HEATERS, 71. APPLIANCES INSTALLED IN A C,OMPARTMENT, ALCOVE, BASEMENT, OR SIMILAR SPACE SHALL BE ACCESSED BY AN OPENING OR DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LESS THAN 24 INCHES (610MM) WIDE AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES (762MM) DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LESS THAN L~0 INCHES (762MM), IS PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE WITH TBE DOOR OPEN. 72. ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. BUT NOT LESS THAN 30 INCHES (762MM) HIGH AND 22 INCHES (558MM) WIDE AND NOT MORE THAN 20 FEET (6096MM) IN LENGTH WHEN MEASURED ALGI'~G THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5i NOT LESS THAN 24 INCHES (762MM) DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG SIDES OF THEE APPLIANCE WHERE ACCESS IS REQUIRED, 73. PLUMBER IS RESPONSIBLE FOIR SAW CUTTING AND CHOPPING OF CONCRETE FOR SANITARY WASTE ROUGH AND DOMESTIC WATER LOICATION IF NECESSARY 74. PLUMBER RESPONSIBLE FOR EXCAVATION, BACKFILLING, AND COMPACTING OF TRENCH'S INTERIOR AND EXTERIOR OF BUILDING. 75. PLUMBER TO VERIFY DEPTH CE EXISTING SANITARY WASTE LINE BEFORE COMMENCING WORK 76, ALL ROOF PENETRATIONS TO DE TEMPORARILY SEALED, FINAL SEALING TO BE DONE BY ROOFING CONTRACTOR 77, PLUMBING CONTRACTOR TO COORDINATE ALL PIPING WITH OTHER TRADES PRIOR TO ANY PIPING BEING INSTALLED. 78, PLUMBING CONTRACTOR TO SUBMIT 5 SETS CATALOG CUTS FOR APPROVAL TO ARCHITECT PRIOR TO STARTING 79, PLUMBING CONTRACTOR RESPONSIBLE FOR SECURING PERMIT WITH THE BUILDING DEPARTMENT'S PLUMBING DIVISION. 80, PLUMBER TO COORDINATE ALL INSPECTIONS WITH LOCAL AUTHORITIES HAVING JURISDICTION, 81. PLUMBER TO INSULATE ALL DOMESTIC COLD. ROT, AND REC[RCULATING LINES WITH 1/2" FIBERGLASS INSULATION. 82. PLUMBER TO PROVIDE BALL SHUTOFF VALVES ON ALL BRANCH LINES OR BATHROOM GROUP. 83 PLUMBER TO RUN OUT DRAIN AND RELIEF LINE FROM WATER HEATER, 84. PROVIDE WATER TO HOSE BIB ON EXTERIOR. 85, UNDERGROUND DOMESTIC WATER PIPING "ro BE TYPE K COPPER WITH FLAREU JOINTS 86. ABOVEGROUND DOMESTIC WATER PIPING TO BE TYPE L COPPER WITH 95/5 SOLDERED JOINTS, 87. UNDERGROUND SANITARY WASTE TO BE SERVICE WEIGNT CAST IRON JOINED TQGETRER WITR NEOPRENE GASKETS 88, ABOVEGROUND SANITARY AND VENT PIPING TO BE NO-HUB CAST IRON JOINED BY STAINLESS STEEL CLAMPS 89. ALL WORK TO COMPLY WITH N.Y S, PLUMBING CODE. 90. PLUMBER IS RESPONSIBLE TO COORDINATE ALL GAS WORK WITH LOCAL UTILRY AND THE BUILDING DEPARTMENT PLUMBING DIVISION. 91. MATERIAL FOR THE STRUCTURAL MEMBERS IS TO BE IDENTIFIED WITH R502,1. MATERIALS FOR LOAD BEARING STUDS, PLATES AND HEADERS ARE TO BE IDENTIFIEB IN ACCORDANCE TO H602.1. STANDARD LAVATORIEB ~ -~WATER CLOSET . )) 24' CLEARANCE IN FRONT OF OPENING LAYOUT CLEARANCES (TYP.) N.TIS DETAILS RECOMMENDED NAILING SCHEDULE CONNECTION NAILING 1 JOIST TO SILL OR GIRDER TOENAIL 4 X 8d PER JOIST 2, BRIDGING TO JOIST, TOENAIL EACH END 2 - 86 3, 1" X 6" SUB-FLOOR OR LESS TO EACH JOIST, FACE NAIL 2 - 8D 4, WIDER THAN 1" X 6" SUB-FLOOR TO EACH JOIST, FACE NAIL 3 - 8D 5. 2" SUB-FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2 - 16D 6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 2 - 16D PE~R FOOT 7. TOP PLATE TO STUD, END NAIL 2 - B, STUD TO SOLE PLATE 4 - 8D, TOENAIL OR 2 - 16, END NAIL 9 DOUBLE STUDS, FACE NAIL 2 - 16D, 24" O.C 10 DOUBLE TOP PLATES, FACE NAIL 2- 16D, PER FOOT I1, TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL 4 - 16D 12 CONTINUOUS HEADER, TWO PIECES 16D AT 16" C.C. ALONG EACH EDGE 13, CEILING JOIST TO PLATE, TOENAIL 3 - 8D 14. CONTINUOUS HEADER TO STUD, TOE NAIL 4 - 8D 15, CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16D 16, RAFTER TO PLATE, TOENAIL 3 - 8D 17, 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2 - 8D 18. 1" X S" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2 - 19, WIDER THAN 1" X 8" SHEATHING TO EACH BEARING. FACE NAIL 3 - 86) 20, BUILT UP CORNER STUDS 16D AT 24" O.C, 21 BUILT UP GIRDER AND BEAMS 20D AT 32" O,C. AT TOP AND BOTTOM AND STAGGERED 2-20D AT ENDS AND AT EACH SPLICE 22, 2" PLANKS 2 - 16D AT EACH SEAl, lNG 23. PLYWOOD AND PARTICLE BOAR[): 5 SUBFLOOR, ROOF AND WALL SHEATBING (TO FRAMING) 1/2" AND LESS 6D2 19/32" - 3/4" 6D30RI 8D4 COMBINA] ION SUB-FLOOR - UNDERLAYMENT ('fO FRAMING); 3/4" AND LESS 6D)4 25 PANEL SIDING (TO FRAMING) 1/2" OR LESS 6D6 28, FIBER BOARD SHEATHING 7 6D3 NO, 116 GA,8 25/32" NO,11 GA.8 8D3 NO. 16 GA 9 29. 8/8" TYPE "X" CEILING AND WALLS 13GA, 1 5/8" HD .098" 18" O C, GA, 13 30, I/2" TYPE "X" ON OPPOSFTE SIDE WALLS 13GA. 1 5/8"HD ,098" 24"0 C. GA, 13 31 SIDING ATTACHMENT TO COMPLY W/TABLE 703,4 Ill NAILED CONNECTION (1) (2) THROUGB - BOLTED CONNECTION (3) STRUCTURAL WOOD SCREW CONNECTION MULTIPLE 2 ROWS 12d 3 ROWS 12d 2 ROWS 1/2" 2 ROWS 1/2" 2 ROWS t2d 3 ROWS 12d ASSEMBLY [0 148" x 3 25") (0,148" x 3 25") BOLTS BOLTS (0,148" x 3.25") (0,148" x 3 28") (SEE ABOVE) COMMON WIRE COMMON WIRE AT 24" O.C, AT 12' O,C COMMON WIRE COMMON W~RE A 470 705 505 1016 600 995 B 355 530 380 760 375 745 C 340 680 330 665 (2) SIMPSON "H7" CONNECTORS ~ 16" (ONE EACH SIDE) ~NNECT RAFTER TO TOP / PLATE TO EACH WALL STUD SIMPSON "LFTA" CONNECTORS @16" O,C. SIMPSON "HD2A" 5/8" O]ANCHOR INTO CONCRETE ," FOUNDATION) SIMPSON "LSTA" THE ANCHOR BOLTS FOR WOOD SOLE PLATES AT EXTERIOR WALLS AND FOR WOOD SILL PLATE ARE TO BE LOCATED WITHIN 12 INCHES, FROM THE ENDS OF EACH PLATE SECTION, BOLTS ARE TO EXTEND A MINIMUM OF 7 INCHES INTO THE CONCRETE, THIS IS IN ACCORDANCE WITH SECTION R403.1.6 TYPICAL CONNECTION DETAILS N,T.S ISSUED FOR BID & PERMIT P.D.S DATE REVISION DESCRIPTION BY Paul de Silva, Architect 213 TORONTO AVENUE MASSAPEQUA, N.Y. 11758 TEL. (616) 809-5993 SFDARCR @OPTONLINE.NET PROJECT: ADDITION AND ALTERATION TO THE TULLY RESIDENCE 295 Grove Drive Southold, NewYork ¢/ ~:, !, GENERAL NOTES CONTINUED, STANDARD DETAILS, TYPICAL CONNECTION DETAILS & "" RECOMMENDED NAILINGSCHEDULE DATE: /10/06/06 SYMBOL IT IS AVIOLATION OFTHE LAW ~ PROJECT: 1664 FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING UNLESS AUTHORIZEDBYALICENSED ', DWG: T2 ARCHITECT. OF 7 GENERAL NOTES CONTINUED 115. FUEL GAS PIPING SYSTEM MATERIALS, COMPONENTS~ FABRICATION. ASSEMBLY, INSTALLATION, TBS tING METHODS, OPERATION AND IMAINTENANCE INFORMA'fION IN ACCORDANCE WITH SECDON GENERAL NOTES G2401 Ho1 ) G2401 (407), GAS PIPING IS TO BE DESIGNED IN ACCORDANCE WITH SFCTION G2412 (402) PIPING MATERIALS ARE TO COMPLY WITH SECTION G2413 (403). STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED BY INSTALLATION OF GAS PIPING, IN ACCORDANCE WITH SECTION G2405 (302) PIPING INSTALLATION IS TO COMPLY WITH G~414 (404}. KINKS IN PIPES ARE NOT TO ACCEPTABLE IN 92, STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED OR NOTCHED IN EXCESS OF TRC LIMITATIONS SPECIFIED iN FIGURE R 502 8 CUTS, NOTCHES AND FIOLES BORED IN ENGINEERED WOOD PRODUCTS ARE NOT PERMI'FFED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF MEMBERS, IN ACCORDANCE WITH R 502.8,2. STUD DRILLING AND NOTCHING ARE ALSO TO COMPLY WITR R602.6 . 93. PIPING PENETRATIONS THROUGH FIRE-RESISTANT-RATED WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R321,3 94. CERAMIC TILE SURFACES AND INSTALLATION ARF TO COMPLY WITH R702.40, OTHEH FINISHES ARE TO COMPLY WITH R702,5 AND R702,6. 95 HOUSE WRAP MATERIAL OR BUILDING FELT AND rrb INSTALLATION ARE TO COMPLY WITH R703~2. 96~ FLASHING MATERIAL ARE TO BE CORROSiON-RESISTANT AND ARE TO BE INSTALLED IN ACCORDANCE WITH R703.8, R903.2 AND R905 2.8 97 ROOF COVERING MATERIALS IS TO COMPLY WITH SECTIONS R902, R904 AND R905 AND IS TO BE IDENTIFIED IN ACCORDANCE WR'H R904.4 . ROOF DRAINS ARE TO BE INSTALLED IN ACCORDANCE WiTH R903.4 . 96. ASPHALT SHINGLES UNDERLAYMENT IS TO COMPLY WITH R905 2.3 SELF-SEAL STRIPS AND FASTENERS ARE TO COMPLY W~TH R905.2.4 AND R905,2.5 RESPECTIVELY. FOR ROOF WITH SLOPE OF FOUR UNITS VERTICAL IN TWELVE UNITS HORIZONTAL, DOUBLE UNDERLAYMENT APPLICATION REQUIRED IN ACCORDANCE WITH R905.2.7, THE REQUIRED UNDERLAYMENT IS TO CONFORM WITH ASTM 0226, TYPE 1 OR ASTM D4B6g, TYPE 1 IN ACCORDANCE WITH R 905,2.3, 99. ROOF FRAMING IS TO BE DESIGNED IN ACCORDANCE WITH THE PROVISION OF CHAPTER 8 AND MUST BE IDENTIFIED IN ACCORDANCE WITH R802.1, 100. PROVIDE 2" X4" @ 32" O,C, COLLAR TIES, AT 4L5" HEIGHT IN ATTIC SPACE. 101, ADEQUATE CONNECTIONS ARE TO BE PROVIDED TO TRANSFER UPLIFT FORCES FROM THE ROOF ASSEMBLY TO THE FOUNDATION IN ACCORDANCE WITH 2,2.3 OF THE WFCM, WOOD CONSTRUCTION MANUAL. UPLIFTING AND WOOD CONNECTION LOADS SPECIFIED IN TABLE 2.2A AND 2,20 OF THE WFCM 102, MASONRY IS TO BE SUPPORTED BY CONCRETE OR SOLIU MASONRY OF 12 IN. (305MM) MINIMUM THICKNESS AND EXTENDING 6 IN. (t52MM) BEYOND EACH SIDE OF THE CHIMNEY IN ACCORDANCE WITH R1001,1.1 AND FIGURE R1003,1 103, MINIMUM CHIMNEY WALl.. THICKNESS IS TO BE 4" IN tl 02MM) IN ACCORDANCE WITH R1001.7. 104, IN ACCORDANCE WITH THE INTENT OF RI 001 8.1 EXTERNAL MASONRY CHIMNEY IS TO BE LINED, THE LINER MATERIAL IS TO BE STAINLESS STEEL OR ALUMINUM IN ACCORDANCE WITH UL1777. SEE ALSO G2424.13 (501,13) SIZING OF VENTING SYSTEM IS TO COMPLY WITH SECTION G2427 (504). 105, MULTIPLE FLUES ARE TO BE INSTALLED IN ACCORDANCE WITH R1001,10(34), CHIMNEY FLUES CONNECTED TO MORE THAN ONE APPLIANCE ARE TO HAVE A CROSS SECTIONAL AREA NOT LESS THAN THE AREA OF THE LARGEST CONNECTOR PLUS 50% OF THE AREA OF THE ADDITIONAL CHIMNEY CONNECTORS, FURTHERMORE, THE FLUE CROSS SECTIONAL AREA IS TO COMPLY WITH B1001.11. 106. INLETS TO MASONRY CHIMNEY ARE TO COMPLY WITH R1001 1.3. 107. EXTERIOR AIR INTAKE IS TO COMPLY WITH SECTION R1005. 108, FOR LPG AND NATURAL GAS FIREPLACES; COPPER AND BRASS PIPES ARE NOTTO BE USED FOR CODE OF NEW YORK STATE AND NFPA 58. 108, LPG STORAGE SYSTEM IS TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE FIRE CODE OF NEW YORK STATE AND NFPA 58. 110, STRUCTURAL FRAMING MEMBERS SUPPORTING THE CHIMNEY ARE TO BE DESIGNED AND AND REINFORCED TO SUPPORT THE ADDITIONAL LOAD, IN ACCORDANCE WITH R1002.5. ADD AN EXTRA 2'r X 4" OR (2" X 111, SERVICE WATER FOR HEATER AN[) GAS BOILER ARE TO COMPLY WITH SECTION N 1104. WATER-HEATING EQUIPMENT PERFORMANCE IS TO COMPLY WITH TABLE N1104.2 . THE HEATING BOILER AND WATER HEATER ARE TO COMPLY W~TH CHAPTER 20. SEE ALSO SECTION G2408 (305). FOR CLEARANCE REDUCTIONS SEE SECTION G2409 (308). IN ADDITION THE BOILER IS 7'0 COMPLY WITH SECTION G2450 f630), 112, DETAILS, MATERIALS, INFORMATION AND DRAWINGS FOR HYDRONIC PIPING ARE TO BE SUBMITTED, IN ACCORDANCE WITH CHAPTER 21, BY G.C. SUB-CONTRACTOR. 113. APPLIANCE LABELING AND INFORMATION TO BE SUBMITTED ARE TO COMPLY WITH SECTIONS M1302 AND M1303, APPLIANCE ACCESS AND WORKING SPACES FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT ARE TO BE IN ACCORDANCE WITH SECTION M1308 AND PARAGRAPH 1402.2. APPLIANCE INSTALLATION IS TO COMPLY WITH SECTION M1307. WOOD-FRAME STRUCTURAL MEMBERS ARE TO BE DRILLED, NOTCHED OR ALTERED IN ACCORDANCE WITH SECTION M1308. 114. CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT OF ALL OTHER SYSTEMS AND IS TO MEET THE REQUIREMENTS IN SECTION M1501. ACCORDANCE WITH SECTION G2415 (4~05}. t 16, GAS PIPING IS NOT TO BE USED AS A GROUNDING CONDUCTOR FOR ELEC't RIC AND CONTROL SYSTEMS. 117 GASPIPINGISTOBETESTEDFORLEAKSINACCORDANCEWlTRG2414 16(404.16) SEEALSO SECTION G2416 (406), 118, GAS SHUT OFF VALVES ARE TO BE PROVIDED IN ACCORDANCE WITH SECTION G2419 (409) AND G2421 (411 ). 119. WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH SECTION P2603 WOOD-FRAME DRILLING AND NOTCHING ARE TO BE IN ACCORDANCE WITH P2603,2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE AND CORROSION IS t O BE IN ACCOHDANCE WITH P2603.2,1 AND P2603 3 RESPECTIVELY. SEE ALSO P2603.4 AMD 2603.5 FOR PIPES IN FIRE RATED ASSEMBLIES AND FOR PIPES THROUGH FOOTINGS OR FOUNDATIOIN WALLS RESPECTIVELY. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED WITH A SLEEVE TWO PIPE SIZES GREATER THAN TFIE PIPE PASSING THROUGH. IN ACCORDANCE~ WITH P2603,5, 120, PiPE SUPPORTS ARE TO COMPLhY WITH SECTION P 2608. TABLE P2605,1 APPLIES EXCEPT LEAD IS NOTTO BE USED, PiPE MATERIALS ARE TO BE PROVIDED AND ARE TO COMPLY WITl"l SECTION P2803 121, OWNER TO SELECT PLUMBING FIXTURES THAT ARE IN ACCORDANCE WITH CHAPTER 27, 122. PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO BE PROVIDED AND ARE TO COMPLY WITH SECTION P2803. 123, FIXTURE TRAPS ARE TO COMPLY WITH SECTION P3201 124. ELECTRICAL FIXTURES, COMPONENTS, DEVICES ARE TO BE LISTED FOR THE APPLICATION AND ARE TO BE LABELED IN ACCORDANCE WIT'H SECTION E3303. INTERRUPTING RATING OF CIRCLIIT PROTECTIONS IS TO COMPLY WITH SECTION E3304, FOR EQUIPMENT WORKING SPACE AND CLEARANCES SEE SECTION E3305. ELECTRICAL CONDUCTOR MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO COMPLY WITH SECTION E3306 AND E3307 125. ELECTRICAL SERVICE LOADS AR~E 'fO COMPLY WI'[ H CHAPTER 35 IN PARTICULAR, RATING OF UNGROUNDED CONDUCTORS IS TO BIE tN ACCORDANCE WITH SECTION E3502. SIZING OF CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTIOIN E3503. BRANCH CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE TO COMPLY WITR CHAPTERS 36 AND 38. 126, ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WiTH SECTION E3508 127. REQUIRED RECEPTACLE OUTLETS, CFI PROTECTIONS, MGFITING OUTLETS ARE TO COMPLY WITI-I CHAPTER 38, ENCLOSED ELECTRICAl- WIRING IS TO COMPLY WITH TASLES E3804(1) THROUGH (10), 128. ELECTRICAL DEVICES AND LIGH;TING FIXTURES TO BE SELECTED BY OWNER AND TO COMPLY WITH CHAPTER 129, ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS ARE TO COMPLY WITR SECTION E3302. 1, The A.I.A. Geeeral Conditions for Coneb'uct~on (A.I.A, Doc, A201) are hereby made an administrative par[ of these drawings, as if heroin wntion in full 2. Written dimensions shall Iqave precedence over scaled dimensions. 3. Larger scale details shall have precedence over' smaller scale drawings. It is the retentions of the drawings to provide 1o~ a complete job le all respects and no extras will be allowed for materials and or labor required to complete the work, as ~ndiceted, 4, Priol to the start of construction, the contractor shall inspect the site and verify all d~mensions and conditions Contractor shall be responsible for notifying the person or office responsible for these plans regarding any discrepancies or venations between noted di[T~ensions and [laid conditions No credits or extras will be allowed for discrepancies up to 2'0" in any measurement. 5. All work shall be In accordance w~th the Residential Code of New York State, New York State Energy Code and any local codes, ordinances, rules and ~ogulations having jurisdiction. Contractor shall arrange for all necessary permits and inspechons includrng the Certificate of Occupancy. 6. Contractor shall be responsible for adequately bracing and protecting all work daring construction against damage, breakage, collapse, distortion and misahgnment according to applicable codes, standards and good practice. 7 Contractor shall disconeect, cap and re-route any existing water, sanitary or ublity lines ie area of now foundation and shall use hand excavation in areas of suspected underground utilities and services If any lines are broken or damaged, the contractor will repair and replace the same at his own expense and arrange for proper inspection of his work. 8. The installation of all products aad matenals shall meet all local frle department's requiremeets and regulations, proof of which shall be furnished to the fire marshal pnor to the installation of such matenals and p~oducts. 9. Provide all blocking and supports as required for framing of new and ex~sting areas Install and remove (after completion) all temporary supports, headers, and dust screens to adequately sustain ail loads and protect existing work from damage of any Lied, ~ncluding dust, 10. Flash, caulk, and seal all junctions of new roofs, walls and penetrations, to form a watertight asse~T~bly AIIflashingistobe16ouncocoppersheetingunlessnotedotherwise, andextandat least 8" above intersecting surfaces 11, All electrical work shall conform to rules and regulations of the National Electric Code and NY State Beard of Fire Underwriters. The final cerbficafe of approval must be presented to the owner prior to final paymenE 12, All structural lumber shall be hem-fir #2 grade or equal hawng a mmrmum stress of Fb 1100 psi E 1.5 x 10.6 unless noted otherwise. There should be double framing around all floor, ceding, and roof openings 13. All footings, pie~s, pilasters, otc, shall have a minimum stress of 3500 psi at 28 days and shall rest on undisturbed soil herin9 a minimum bearing capacity of 2 tons per square foot. 14. Provide access and ventilate alt enclosed crawl and atiic spaces as per code (measured in total free area). 15, The enti~e premises, inside and out, shall be cleaned of all debris and excess matenals, to the satisfaction of the owner, including labels and protective coalings on all materials. 16, Request for final payment must be accompanied with a waiver of liens, s~gned by all sub-contractors and material suppliers, in addition to the general contractor. 17. All items of work identified on the drawings by name, note or matonal designation are new, unless otherwise noted 18, All sew materials and fnstallabone shall be ~n accordance with manufacturer's latest printed specifications and with all code requirements. 19, All work shall be pen"ormed in accordance with the best standard trade practices. All trades shall cooperate to facilitate job scheduhng aed completiolq. 20. Proprietary names identifying items of work are used to designate the standard of constfucbon, Items of equal quality may be submitted tot review and approval 21. Contractor shall be responsible for all damage to adjoining remaining areas as a result of his work and shall repair any damaged surfaces to their pre-existing coeditions or as may be required to co['nptate tho entire scope of work. 22. Indications of work to be removed are general only, and are not intended to show all Items that may require removal Such items shall be removed, relocated, and/or reiestalled as required for Installabon of new work. 23. Landscaping to be removed and relocated as required by the new work shall be hand excavated allowing for all adequate root bail as required by proper nursery practices, ISSUED FOR BID & PERMIT P.D.S DATE REVISION DESCRIPTION BY Paul de Silva, Architect 213TORONTOAVENUE MASSAPEQUA, N,Y, 11758 TEL. (516) 809-5903 SFDARCH @OPTONLINE.NET PROJECT: ADDITION AND ALTERATION TO THE TULLY RESIDENCE 295 Grove Drive Southold, New York / GENERAL NOTES CONTINUED, ENERGYCODE COMPLIANCE 10/06/06 ITIS A VIOLATION OFTHE LAW ~ PROJECT. 1664 ^GTRO.,ZEBBY A L,CENBED DWS: T3 ARCHITECT. OF 7 NawSecond Floc EL. +S-9 RemovedSecond Floor EL. +8' 1", -- ExiatingFirst Floor EL, 0'-0" Grade Exis[tngCellar Floor EL, -7'-10" New Attic 8.33 12 8" frieze board typical 12 --I 8.33 synthetic trim at alt windows Line of existing wall and rca[ ~ ~' selected by owner Synthetic South Elevation 1/4" = 1'-O" New Attic Floor EL. +17'-8" chimney New Aitlc Floor EL +17'-8" New AIlic Floor EL 417'-8" - fW2610 15 WIND BORN DEBRIS PROPERTY IS SUBJECT TO WIND BORN DEBRIS AND SHALL COMPLY WITH R301.2,1.2 New Second Floor EL +8'-9" Removed Second Floo~ EL. +8'-1" Synthetic ra,hng as selected by owner epical 12 New Shingles on existing roof New Siding on existing wall Grade 8.33 Existing Cellar Floor EL, -7'-10' 12 -- Synthetic lattice enclosure Existing Foundation 8.33 East Elevation 1/4" = 1'-0" 4" evnthehc tnT 8" frieze board typical New Second Floor EL *8'-g' New Second Floor EL +8'-9'' Grade 6" corner boards ExstngF st Floc ELO- ExistmgCellarFIoor EL, -7'-10" existing foundatio~ New Siding on Existing Wail 8"O Icad bearing main ~g t ~First Floor EL. 0'-0" 1I. West Elevation Q,R, OOF COMPOSITION: 1/4" = I "O" ROOF SHINGLES TO MATCH EXISTING. INSTALL OVER 20# BUILDING FELT ON 1/2" OSB SHEATHING AND ROOF RAFTERS (REFER TO FRAMING PLANS FOR SIZES & SPACING), PROVIDE 36" STRIP QF WATER/ICE GUARD AT BOTFOM INTERSECTION OF ROOF & FASCIA AND IN ALL VALLEYS, SHINGLE STYLE RIDGE VENT, MATCHING STYLE & COLOR OF ROOF SHINGLE. INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATIONS AS INDICATED INSTALL 2" X 4" COLLAR TIES 48" O,C., TYPICAL. OFFITS FA I BO DS: PROVIDE VINYL SOFFITS WiTH CONTINUOUS VENTING FASCIA BOARDS TO BE #2 PINE WRAPPED IN ALUMINUM OR VINYL. SIZE OF FASCIA BDS, TO BE 2" x 8" WITH 1" x 2" ACCENT BOARDS FOR GABLES, ExlstingCellarFIoer EL, -7'-10" ~ .................................. ~--- I 'l- (~ PROVIDE 5 DIAMETER ALUM GU"FrERS & LEADERS, LOCATION TO BE DETERMINED IN FIELD, SPILL TO SPLASHRLOCKS AT GRADE (~ WALL COMPOSITION: PROVIDE SIDING TO MATCH EXISTING, PROVIDE TYVEK HOUSE WRAP (TAPE ALL SEAMS) OVER 1/2" OSB SHEATHING ON 2"X4' WOOD STUDS 16" O.C WITH R: 13 BAT7 INSULATION, VAPOR BARRIER, & 1/2"GWB (INTERIOR FACE) TAPE & SPACKLE (3) COATS, AND PRIME (1) COAT. (~) WALL COMPOSITION: PROVIDE FISH SCALE VINYL SIDING AS APPROVED BY OWNER, NEW WALLS CONSTRUCTED AS PER iTEM 6 WITH SIDING SUBSTITUTION EXISTING WALLS TO HAVE EXISTING SIDING REMOVED, NEW TYVEK AND SIDING APPLIED AND SECURELY ANCHORED, North Elevation QF R OM IT ON'. REFER TO FLOOR & FRAMING PLANS FOR SIZES & SPACING OF FLOOR dOISTS, PROVIDE 3/4" TONGUE AND GROOVE OSB SUB FLOORING WITH (1) LAYER OF 1/2" UNDERLAYMENT GRADE PLYWOOD ON TOP, LAP ALL SEAMS. REFER TO FLOOR PLANS FOR FLOOR FINISHES. ALIGN ALL FLOOR ELEVATIONS 1/4" - 1 '-0" FOUNDATION COMPOSITION: PROVIDE 8" POURED CONCRETE FOUNDATION WALLS ON A 16" x 8" FORMED, KEYED & POURED COINC. FOOTING. ALL POURS TO BE FORMED USING WOOD OR STEEL FORMS. PROVIDE MASTIC DAMP PRiOOFING ON EXTERIOR FACE OF CELLAR FOUNDATION AND FOOTING AREAS. (~) SLAB COMPQSITION: PROVIDE 4" POURED CONCRETE SLAB WITH 6"X6" 10 10 W,W,M, PLACE OVER VAPOR BARRIER AND 6" TAMPED POROUS FILL OMIT VAPOR BARRIER AT EXTERIOR SLABS. ISSUED FOR BID & PERMIT P.D.S DATE REVISION DESCRIPTION BY Paul de Silva, Architect 213 TORONTO AVENUE MASSAPEQUA, N.Y, 11758 TEL, (516) 809-5903 SFDARCH @ OPTON LIN E.N ET PROJECT: ADDITION AND ALTERATION TO THE : TULLY RESIDENCE 295 Grove Drive Southold, New York ELEVATIONS DATE: 10/06/06 SYMBOL IT IS A VIOLATION OF THE LAW ~ DETAIL PROJECT.... 1664 FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING UNLESS I NUMBER AUTHORIZED BY A LICENSED DWG: ARCHITECT. OF 7 Existing crawl space ~ =¢ Ex~sting crawl space ;_ O3 = ~ ( existing ) ~ ( e: istln9 ~ ~ (~pical for 2) I 13'-1 ~1/2" 8"' 2'-8"~ 8" 12'-7 1/2" 10'-1" ~ I locate as d~rected ~ ~ Existing cellar ~ ( existing ) ~ ( existing ) ~ I :, New (2) 2x8 below stair stringers 7.5" TJI ~ I w/66-1010 wwm [ ~ on vapor barrier I and 4" tamped I ~ porous fill ~ ~ existing craw~ space ~ ~ {typical) Foundation Plan 1/4" = 1 '-O" 32'-0" ex s lng existing 5" ~ 14'-8 1/2" 3'-0" 13'-5 1/2" 5" ~ . : ~,: Kitchen ,, existing ~ hatch 2. '' below ~ ~ ,, I I~l O© Great Roe~ JJJ] ........ i;;I .... 5" 12'-9 1/2" ~4" ~ 3'~" ~"~ 6'-8' 4' , 13-5 1/2 5'~:~ = ,, jJJ] - .- II o ~ ..] J . ex,sting ~ ~b_~Pantrv ; _ _ _ i';,i - amev, and infl,I ~: ............ ~-J._= J;~J i ~1~ existing windows ~ ~ ~.' II /k~r~ i~ ~ % Dining Room i ~' ///'~; / // % , 12, 9 1/2,, 4" :: : p, ~" 4".': i, 6'.6" 5"~ ~ ~ Walk-in Closet _ : ' ~111~ ' ~ ~ II II / ~'1 = I IIII k~ - ~, Il --~ Master Bedroom = ,.: ~ Master th i ~ ~ [~ ~/I ., -- N 12L9 1/2,, I lC 36xSdl , 4" ~l.~J 24~-1 1/2 remove and inflJJ existing windows First Floor Plan 1/4" = 1 '-O" NOTES AND SPECIFICATIONS 1. ALL WINDOWS SHALL BE ANDERSEN HIGH PERFORMANCE 400 SERIES WINDOWS, WHITE IN COLOR, WITH ALL REQUIRED HARDWARE AND FULL SCREENS, 2, iNTERIOR DOORS TO BE 6 PANEL WOOD AS MANUFACTURED BY MORGAN OR APPROVED EQUAL. PROVIDE A $ 40.00 ALLOWANCE PER DOOR iN BID FOR NARDWARE TO BE SELECTED BY OWNER, 3. MOULDING SCHEDULE: A. 4" HIGH BASE MOULDINGS B 21/2" DOOR AND WINDOW MOULDINGS 4 PROVIDE HURRICANE CLIPS TO ANCHOR ALL ROOF RAFTERS TO BEARING WALLS, 5, FURNISH AND INSTALL WOOD SHELF (PAINTED) & METAL POLE IN NEW CLOSETS, 6, FURNISH AND INS~'ALL DOUBLE FRAMING MEMBERS AROUND OPENINGS AND UNDER PARALLEL PARTITIONS. ?, CONTRACTOR SHALL INCLUDE AN ALLOWANCE IN HIS BID FOR PAINTING ALL AFFECTED WALLS, CEILINGS AND TRIM 8, CONTRACTOR SHALL INCLUDE AN ALLOWANCE IN HIS BID FOR ALL PLUMBING FIXTURES 9. OWNER SHALL SUPPLY CARPETING WHERE INDICATED ON PLAN, CONTRACTOR TO ALIGN FLOOR ELEVATIONS. 10. NEW ROOFING TO MATCH EXISTING IN STYLE, COLOR AND MANUFACTURER, SOME ROOF AREAS WILL REQUIRE OVERFRAMING~ REFER TO ELEVATIONS. 11, PROVIDE CERAMIC TILE FLOOR AND BASE MUD SET FOR ALL LOCATIONS INDICATED ON PL&NS. OWNER TO SELECTTILE, 12. CERAMIC TILE ON WALLS TO BE PROVIDED ONLY AT TUB AND SHOWER AREAS. 13, PROVIDE PULL DOWN STAIR ~N SECOND FLOOR CLOSET TO ATRC. 1 ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCNEDULE 40 DWV 2. ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON 3. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, AL L SOLDER SHALL BE LEAD FREE. 4 ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2" INSULATION. 5 ALL FIXTURES SHALL BE AS SELECTED BY OWNER, 6. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., STATE BUILDING AND ENERGY CODES,,, UM 7.1NCREASE WATER SERVlCESIZETO1 MINIM . RUN I"MINIMUMCWAND3/4" MINIMUM I-IW SUPPLY MAINS TO EACH FLOOR, ALL SUPPLY PIPING FROM MAINS TO FIXTURES TO RE 3/4" MINIMUM HVAC t, G,C. TO REVIEW AND VERIFY THE DESIGN OF AN HVAC SYSTEM THAT WILL MEET THE DEMANDS OF THE NEW SPACE REQUIREMENTS AND PERFORM TO INDUSTRY STANDARDS AND MEET CODE REQUIREMENTS, 2, EXTEINO EXISTING FORCED HOT AIR HEATING SYSTEM 3. HEAT AND AIR CONDmONING ZONES SHALL BE SET TO NEW HONEYWELL M~CRO-ELECTRONIC THERMOSTATS. LOCATIONS TO BE DETERMINED IN THE FIELDI AND APPROVED BY OWNER. 4. NEW UNIT TO BE EITHER TRANE OR YORK 12 SEER UNIT. 5. G,C. SHALL PROVIDE A COMPLETE HVAC PROPOSAL AS A PART OF THEIR BiD PACKAGE, 6, ALL NIEW DUCTWORK SHALL BE INSTALLFD AND INSULATED AS REQUIRED. 7. EXISTING HOT WATER HEATER TO REMAIN, CONTRACTOR TO SUBMIT SEPERATE PRICE FOR UPGRADE 8 NEW AC SYSTEM TO PROVIDE 2 ZONES. ONE EACH FOR FIRST FLOOR, AND SECOND FLOOR. CONTRACTOR TO SUBMIT SEPERATE PRICE FOR AC SYSTEM LOAD SC HEDULE (psi) HEADERS LEVEL LIWE DEAD TOTAL L(DAD LOAD LOAD SPAN HEADER ROOF 20 10 40 3'-6" 2X4 ATTIC 20 10 30 5'-0" 2X5 2nd FLOOP ~0 10 40 6'-6" 2X8 1st FLOOR 40 10 50 8'-0" 2X10 NOTE: Headers to consist of (2t 2x members with (1) 1/2" plywood spacer lin 4" wails, (3) 2x members with (2) 1/2" plywood spacers in 6" walls Contractor to fldd verify ail existing headers, ti they do not conform to this schedule, not~fy Architect before proceeding ISSUED FOR BID & PERMIT P.D.S DATE REVISION DESCRIPTION BY Paul de Silva, Architect 213 TORONTO AVENUE MASSAPEQUA, N,Y. 11755 TEL, (516) 809-5903 SFDARCH @ OPTONLINE.NET PROJECT: - ADDITION AND ALTERATION TO THE TULLY RESIDENCE / ,//,/', 295 Grove Drive Southold. New York ',>.7 >? ,~ :--...'., FOUNDATION & FIRST FLOOR PLANS, NOTES & SPECIFICATIONS, LOAD SCHEDULE DATE: 1 0/06/06 SYMBOL ITISAVIOLATIONOFTHELAW ~ PROdECT: 1664 FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING UNLESS ^UTHGR=GBYALICENSED BWG ARCHITECT OF 7 I 13L2" Dining Room Below 2x10 rafters Storage Second Floor Plan 1/4"= 1 '-O" Ill 10'-3 1/2" Loft 2x10 rafters ( @ 16"oc 2xl O cl,n, ~ isis CJ 16' cc CL 60x80~ iom #2 ~ :1 (2) 2x6 Roof Below 13'-10 U2"~-1 9'-2" j, 4'-8 1/2" TW21031 Walk-in Bedroom #3 2x10 rafters ,. ( @ ~6" cc 2x10 CJr~sts ~. ( ¢~16" cc 2xl 0 ridge @ 16"oc (2) 2xl 0 w/3/8" plate ~, 8.33 1/2" g p board typic~/ 6" bad insulation (R19) 12 batt insulation R30} 42" railing as sele~*t~.d above existing plates typical existing to remain Cross Section 1/4"= 1 '-O" 12 --1 8,33 3/4" plywood : floor 1/2" gyp boa typical ~g p ate treated 2x8 plate 6" bBt[ insulation on copper termite , "~,hleld and sill .sealer 1/2" x 12" anchor bolts (¢¢ 6' cc (~ ROOF COMPO$1TIO~N; 40 YEAR DIMENSIONAL SHINGLE BY GAF OR APPROVED EQUAL (I-IOMEOWNER TO SELECT COLOR) INSTALL, OVFR 30~f BUILDING FELT ON 1/2" OSB SHEATHING AN[) ROOF RAFTERS (REFFR TO FRAMING PLANS FOR SIZES & SPACING), PROVIDE 36" STRIP OF WATER/ICE GUARD AT BOTTOM INTERSECTION OF ROOF & FASCIA AND IN ALL VALLEYS QRIDGE VENTS: SHINGLE ...... STYLE RIDGE VENT, MATCI lING STYLE & COLOR OF ROOF SIfINGLE. INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURFR'S SPECIFICATIONS LOCATIONS AS INDICATFB COLLAR TIES: INSTALL 2" X 4" COLLAR TIES 48" CC, TYPICAL SOFFITS & FASCIA BOARDS, PROVIDE VINYL SOFFITS WlTR CONTINUOUS VENTING FASCIA BOARDS TO BE #2 PINE WRAPPED iN ALUMINUM OR VINYL. FASCIA BOARDS TO BE 2" x 8" WITH 1" x 2" ACCENT BOARDS FOR GABLES. ) GUTTERS &LEAD. E.,~_~: PROVIDE.5' DIAMETER ALUM GUTTERS & LEADERS, LOCATION TO DE- DETERMINED IN FIELD, SPILL T@ SPLASHBLOCKS AT GHADE (~ WALL COMPOSITION: PROVIDE VINYL SIDING AS APPROVED BY OWNER, PROVIDE TYVEK HOUSE WRAP (TAPE ALL SEAMSI OVER 1/2" OSB BREATHING ON 2"X4" WOOD STUDS ~6" O,C WITH R: 13 BATT INSULATION, VAPOR BARRIER, & 1/2"GWB (INTERIOR FACE TAPE & SPACKLF (3) COATS, AND PRIME (1) COAT (~) FLOOR COMPOSITION; REFER TO FLOOR & FRAMING PLANS FOR SIZES & SPACING OF CEILING JOISTS, PROVIDE 3/4" TONGUE AND GROOVE OSB SUB FLOORING WHEREVER HEABR SCM IS ,~" OR MORE, UNDERSIDE OF CEILING TO BE 1/2" GWB, TAPE & SPACKLE {3) COATS, AND PRIME {1) COAT (~ FOUNDATION COMPOSITION: PROVIDE 8" POURED CONCRETE FOUNDATION WALLS ON A 16" x 8" FORMED, KEYED & POURED CONC, FOOTING, ALL POURS TO BE FORMED USING WOOD OR STEEL FORMS. (~ $~J~B COMPOSITION: PROVIDE 4" POURED CONCRETE SLAB WITH 6"X6" 10 10 W,W,M, PLACE OVER VAPOR BARRIER AND 6" TAMPED POROUS FILL OMIT VAPOR BARRIER AT EXTERIOR SLABS 10 treated ledger 48" cc 5/4 x 6 spaced plank deckmg ISSUED FOR BID & PERMIT P.D.S DATE REVISION DESCRIPTION BY Paul de Silva, Architect 213 TORONTO AVENUE MASSAPEQUA, N.Y, 11758 TEL. {516) 809-5963 SFDARCH@OPTONLINE.NET PROJECT: ADDITION AND ALTERATION TO THE , ,::~;, ~0/~,L:, TULLY RESIDENCE , SECOND FLOOR PLAN, BUILDING SECTION, LEGEND DATE, 10~06~06 SYMBOL [TIS A VIOLATION OFTHE ~W ~ PROJECT: 1664 FOR ANY PERSON TO ALTER ANY ITEM ON THiS DRAWING UNLESS NUMBER ~ DWG' AUTHORIZED BY A LICENSED DETAIL ARCHITECT. OF 7 Linens First Floor Electrical Plan 1/4": 1'-0" ~S 3 Great Room -I Foyer CL NOTES: 1. Remove and safe off all existing wiring and devices where required by demolition. All other existing wiring and devices to remain. 2. All existing electrical work to remain shall be brought up to code, ELECTRICAL FIXTURES LEGEND DUPLEX OUTLET, CFI IN KITCHEN AND BATHROOMS; 45" ABOVE SLAB IN GARAGE I0 0 SPECIAL OUTLET, BEDICATED DECORA STYLE SWITCHES BY "LEVITON" "D" ; DENOTES DIMMER "3" : DENOTES 3 WAY SWITCH "4" ' DENOTES 4 WAY SWITCH HI-HAT. OWNER TO SELECT, WATTAGE AND MANUFACTURER HANGING FIXTURE: OWNER TO SELECT MANUFACTURER [] · CATV · cat5~ EXTERIOR WALL MOUNTED FIXTURE: FIXTURE TO BE WATERPROOF OWNER TO SELEC~ MANUFACTURER CARBON MONOXIDE DETECTOR CEILING EXHAUST FAN (SEE PLANS FOR CFM RAYING) EMOKEBETECTOR ~ /L-~ CNONEL. OOATION GARAGEDOOROPENER CHIMES DOOR BELL CEILING FAN WITH LIGHT CABLE TVOUTLET CAT 5e LAN OUTLET -- PIN SPOT (LOW VOLTAGE) CL Bedroom Second Floor Electrical Plan 1/4"= 1 '-0" NOTE: 1, SECTION 721; I SMOKE DETECTING ALARM DEVICES TO BE INSTALLED IN CONFORMI I Y WITH SECTION WHICH STATES. SMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED OUTSIDE EACH SLEEPING AREA iN EACH SLEEPING ROOM AND ON EACH FLOOR LEVEL 2, UPGRADE ELECTRICAL SERVICE TO 200 AMPS up to attic Bedroom NOTES: 1. Remove and safe off all existing wiring and devices where required by demolitiom All other existing wiring and devices to remain. 2. All existing electrical work to remain shall be brought up to code. ISSUED FOR BID & PERMIT DATE REVISION DESCRIPTION BY P.D.S Paul de Silva, Architect 213 TORONTO AVENUE MASSAPEQUA, N.Y. 11758 TEL. (516) 809-5903 SFDARCH @ OPTONLINE.NET PROJECT: ADDITION AND ALTERATION TO THE ~ ' :~, i , / TULLY RESIDENCE ,:',~,~~ ~'' "'?,, ri~//~ 7~/,~ %£!? Electrical Plans and Legend /':~;:,~'~ ~ATE: 10/06/06 SYMBOL ,T ~S* V~O~T~ON O~ THE ~W ~ ~O~ECT: 1664 FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING UNLESS NUMBE~_ ~ AUTHORIZED BY A LICENSED DETAIL' DW6; ~_~ ARCHITECT.