The URL can be used to link to this page

Home My WebLink About35858-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 8/19/2011 CERTIFICATE OF OCCUPANCY No: 35153 Date: 8/19/2011 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Properly: 725 Oak Avenue, Southold, SCTM #: 473889 Sec/Block/Lot: 77.-1-15 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/14/2010 pursuant to which Building Permit No. 35858 dated 9/14/2010 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: Lot No. alterations and additions, including covered porch as applied for. The certificate is issued to Cimino, Peter & Cimino, Loretta (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1/20/06 35858 5/31/11 ~ Jack Gismondi 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. 35858 Z Date SEPTEMBER 14, 2010 Permission is hereby granted to: PETER L CIMINO ~{F~STBURY,NY 11590 for : ADD. & ALT. TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. TRUSTEES CERTIFICATE REQUIRED. REPLACES EXP. BP # 32740 at premises located at 725 OAK AVE SOUTHOLD County Tax Map No. 473889 Section 077 Block 0001 Lot No. 015 pursuant to application dated SEPTEMBER 14, 2010 and approved by the Building Inspector to e~oire on MARCH 14, 2012. Fee $ 150.00 ~~utho~r/i~z~d Signature ORIGINAL Rev. 5/8/02 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. 32740 Z Date FEBRUARY 20, 2007 Permission is hereby granted to: PETER L CIMIN0 41 WHITNEY STREET WESTBURY,NY 11590 for : ADDITIONS AND ALTEP~ATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. TRUSS CERT. REQ. THIS PERMIT REPLACES BP 29713. at premises located at County Tax Map No. 473889 Section 077 pursuant to application dated FEBRUARY Inspector to expire on AUGUST Building Fee $ 150.00 725 OAK AVE SOUTHOLD Block 0001 Lot NO. 015 20, 2007 and approved by the 20, 2008. ORIGINAL Rev. 5/8/02 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 PLETION OF THE WORK AUTHORIZED) PERMIT NO. 2~. Z Permission is hereby granted to: PETER L CIMINO 41 WHITNEY STREET WESTBURY,NY 11590 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS Date SEPTEMBER 9, 2003 APPLIED FOR. TRUSS CERTIFICATION WILL BE REQUIRED. at premises located at County Tax Map No. 473889 Section 077 pursuant to application dated JULY Building 725 OAK AVE SOUTHOLD Block 25, 2003 Fee $ 0001 Lot No. 015 and approved by the Inspector to expire on MARCH 150.00 9, 2005. ORIGINAL Rev. 5/8/02 TOV(N OF $OUTHOLD BUILDING DEPARTMENT ~ TOWN HALL ~ 765-1802 APPLICATION FOR CERTIFICATE OF OccUPANcy A. For new building or new use: 1. Fina~survey~fprnpertywithaccumte~cati~n~fa~bui~dings~pr~perty~i~es~streats~andunusualnatura~r-- topographic features. 2.Final Apprnval from Health Dept. of water supply and sewerage.disposal (S_9 form). 3..Approval of electrical installation from Board 0fFire Underwriters. 4.Sworn statement from plumber certifying that the ~older used in system contains less than 2/10 of 1% lead. 5. Commemial building, industrial building, multiple residence~ and similar buildings and installations, a certificate of Code Compliance from architect or engineer reaponsible for the building. 6,Submit Planning Board Approval of completed site ptan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" laud uses: 1. Accurate survey of property showing all property lines, street, building and:unusual natumi or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant· C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, · Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00, 2. Ceaifieate of Occupancy on Pm-existing Building - $100.00 3. Copy of Certificate of Occupancy - $ 25 4. UpdatedCertificateofOccupancy. $50.00 · 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: q '~-~ House No. Owner or Owner~ of Property:. Old or Pre-existing Building: Suffolk County Tax Map No 1000, Section Subdivision Date. Permit NO. ~3~<~ ~-¢ . Date of Permit. Health Dept. Approval: Planning Board Approval: Street (check one) Hamlet Dlo k i Lot Filed Map.... Lot: Applicant: Underwriter~ Approval: Request for: Temp~ary Certificate Foe Submitted: $ v .~.~p Final Certificate: j/ (check one) Applicaut Signature Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, New York 11971-0959 Telephone (631) 765 1802 Fax (631 ) 765-9502 ro.qer, richert~,town.so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Peter Cimino Address: 725 Oak Ave City: Southold St: NY Zip: 11971 ]uilding Permit #: 35858 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric LicenseUo: 3635-e SITE DETAILS Office Use Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service I ph 1200al Heat Service 3 ph I~ Hot Water Main Panel NC Condenser Sub Panel NC Blower Transformer Appliances Disconnect Switches Other Equipment: INVENTORY GFCI Recpt Single Recpt Range Recpt Dryer Recpt Twist Lock Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~_~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixtun~ Pumps Emergency Fixture Time Clocks Exit Fixtures LI TVSS 200a service up grade, 1-heat lamp, I wirl pool bath with GFCI circuit breaker Notes: Inspector Signature: Date: May 31 2011 Cert Electrical Compliance Form Town Hall, 53095 Main Road P,O. Box 117g $oulhold, New Yo~ 11971 Fax (516) 7§5-1823 Telephone (5161 765-1B02 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION (please print) (please print) I certify that the solder used in the water supply sys%em contains less than 2/10 of 1% lead. Sworn to before me this 00~ day of ~3 Notary Pu~b,tc. ~~ County SOSAN J. NAGY Notary Public State of New No. 4896735 Qualified in Suffolk County Commission Expires May 20 J22' 7~-~2 DEPT. PECTION [ INDATION 1ST[ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION []FRAMING [ ]FINAL [] FIREPLACE & CHIMNEY 765-1802 BUILDING DEPT. I NSPEC JON [ ] FO~iDATION 1ST [,,/~ROUGH PLBG. [ ]~/E~UNDATION 2ND [ ] INSULATION [ ~FRAMING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION REMARKS: A//~//~') ,/~-- ~. ~ DATE INSP~/-~ / 765-1802 BUILDING DEPT. INSPECTION [ ] FOUN~TJON 1ST [ ~~OUGH PLBG. [ ] ~IDATION 2ND [ ] INSULATION [~]/FRAMING [ ] FINAL [ ] FIREPLACE~ CHIMNEY [ ] FIRE SAFETY INSPECTION REM~~~r~t . DATE 765-1802 BUILDING DEPT. INSPECTION [ ]FOUNDATION 1ST [ ]ROU~~PLBGi [[ ]] :ROAU~iDNA~ION 2ND [ ]]~~FIN~ATION [R2~IAREP~_~ CHIMNEY[] FIRE SAFETY IN~ECTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~JJL--ATION [ ] FRAMING / STRAPPING [,~'~FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESA~-..~t'INSPECTION [ ] RRE~WrANTOONS~UOTmN [ REMA DATE INSPECTOR TOWN OF SOUTHOLD BUILDING D.EPA~RTMENT ' TOWN HAI~L SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. BUILDING PERMIT APPLICATION CttECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Examined '/// ,20 _] Trustees · Contact: Approved ~/~ _, 20__ _~, Mail to: ~ {Orf¢~.mvx~ Disapproved a/c ~ t ~ C,+ Expiration /, , .20 ' ~~/~ ;. ~ ' . 7~ ~ ~tt~' }ffJ~- ~ ln~Inspecto7 .~ APPLICATION FOR BUILDING PE~IT a. This~pliCation MUST be completely filled in by t~ewriter or in i~ and sub~tted to the Building h~spector with 3 se~s 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 co~enced before issuauce of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pe~it to the applicant. Such a permit shall be kept on the premises available for inspectioo t~oughout the work. e. No building shall be occupied or used in whole or in pa~ 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 co~enced within 12 months after the date of issuance or has not beea completed within 18 months from such date. If no zoning amen~ents or other regulatious affecting tbe prope~y have been enacted in the interim, the Building hspector may authorize, in writing, the extension of the pemfit for au addition six months. Thereafter, a new permit sball be required. APPLICATION IS ItEREBY M~E to the Building Depamnent for the issuance of a Building Permit pursuant to the Building Zoue Ordmauce of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, tbr Ibc construction of buildings, additions, or alterations or for removal or demolition as herein described· The applicaat agrees to comply with all applicable laws, ordinances, building code, housing code, and re~lations, and to admit authorized inspectors on premises and in building for necessa~ inspections· ~ (Signature of applicant or name, if (Mailing address of app/icant) - State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~e- + O C C; ~ [ ~ o (As on the tax roll or latest deed) If applicant is a co~oration, 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: '7 2._f3 O a I/- e_ . House Number Street Hamlet County Tax Map No. 1000 Section Subdivision ) Lot Block Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupandy ofprbposed construction: a. Existing use and occupancy '~-g i,]¢,v~'~',', ~ -- ! ~{~v~ 17 ' b. Intended use and occupancy ~C$; C~hrt4-~a [ ~ t ~trv~'l [/ 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee ~/[ ~ - (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -- 6. If business, commercial or mixed occupancy, specify, nature and extent of each type of use. Di~cl~~ctures, ifany:Front ~,_~ ~ '~ Rear ~ ~-' ~ t, Depth 7. Height /o' r~'''~l Number of Stories__]~'e-- Dimensions of sa, me structure with alterations or additions: Front --~ (~ & Rear Depth '2~' '~ ;~',~-'~ :"'..g7 I Height / ~ ' Number of Stories ~ 8. Dimensions of entire new construction: Front ~ Rear Height '- Number of Stories ~ Size of lot: Front ,..2 Rear ! ! _Depth ! urO Depth 10. Date of Purchase ~ Name of Former Owner Il. 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 NO~c. Will excess fill be removed from premises? YES NO X 14. Names ofOwner ofprem~ses [ E~.E(' ~ a'~"~Address~-I~ ' ~ ~[,~*.~/.~. [~J' e-~'~aonc[No. 5lb~' 333-6572 Name of Architect (~,'ovav~ ~, ~a .'~au,~ Pta0CAddressZ~ Co~tec~"c~e,Nfl~Phone No ~-'-~-~_-~-~--'~.b-'~ Name of Contractor Address Phone No. 15 a. ls 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 /¥(.I $~flOJ P e JU'f~ C ~ ~'~ ~ ~ O being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)~ ~v,C~ (0~w~ (Contractor, Agent, Corporate Officer, etc.) , and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge ard belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to h.efore me this,^ ,. ~'~ day of ~ ¥ '~6t~ 2003 Notary Public Signature of Applicant P.O. Box ti?9 Sou~ 1TY 11971-Cu.~9 T~honc (631) 76~-!802 · . ~ (6~1) ro~er, ncnen{mmwn.somno~.ny.us BUILDING DF.,PARTMENT TOWN OF SOUt'HOl.n APPLICATION FOR ELECTRICAL INSPECTION BY: Company Name: Name: License No.: Address: Phone No.: JIM SAGE ELECTRIC, INC. P.O. BUT,. ~o GR£ENPORT, NEW YORK !1944-0038 Date: JOBSITE INFOR~IATION: (*Indicates required information) *Name: '~'~.. ~. ~m, V~P *Address: °Cross Street: *Pholle No.: Permit No.: Tax Map District: 1000 Section: '~ "'1 Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase 3Phage *New Service: Re-connect Additional Information: (~NO Rough In ~ NO 100 150 ~ Underground Number of Meters 300 350 400 Other Change of Servi~e Overhead PAYMENT DUE WITH APPLICATION 8Z-Request f~r Inspection Form TOWN OF SOUTHOLD PI~OPERTY RECORD CARD /~ -77 -- / FOR~ER OWNER"Y~Oma$ ~/!'OkZ,~{S I ~Es. ~/~,_ s~s. Vb IMP. AGE /S STREET VILLAGE W DISTRICT SUB, TYPE OF BUILDING FARM COMM. J IND. CB. MISC. TOTAL DATE REMARKS BUILDING CONDITION NEW NORAAAL BELOW Farm Acre Value Per Acre Est. Mkt Va~lue Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushland House Total BULKHEAD DOCK V~. Bldg. ~xtension ~xtension ~xtension ) reezeway ~arage Foundation Basement Ext. Walls Fire Place Patio Driveway FLoors Heat Porch i Porch Roof Type . Rooms 1st Floor Rooms 2nd Floor Dormer Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York I 1971-0959 Fax (631) 765-9502 Telephone (63 I) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD MAY 2nd ,2006 Peter L. Cimino 41 Whitney Street Westbury, NY 11590 RE: 725 Oak Avenue S.C.T.M. #077 0001 015 Dear Mr. Cimino, Please be advised that your Building Permit # 29713 issued September 9th, 2003 has expired. According to the Code of the Town of Southotd, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $150.00 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. K. Miller Clerk Typist 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 January30th, 2007 Peter Cimino 41 Whitney Street Westbury, N.Y. 11590 RE: 725 Oak Ave. (Additions/alteration) SCTM#41 1 43 2~'~ NOTICE Dear Mr. Cimino, Please be advised that your Building Permit #29713 issued September 9th, 2003 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 $150.00 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 BUILD1NG DEPT. 'Fouai Hall Patnex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9,502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 5th, 2010 Peter & Loretta Cimino 725 Oak Avenue 5outhold, N.Y. 11971 FIRST NOTZCE RE: 725 Oak Avenue (ADDITIONS/ALTERATIONS) 5CTM: # 1000-77.-1-15 Dear Mr. & Mrs. Cimino, Please be advised that your Building Permit # 32740 issued February 20th, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $150.00. At that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, $OUTHOLb TOWN BUILDIN& DEPT. llall Am~cx Xl;~hl Road Box 1179 Telephone (6:It) 7(;5-1802 l:ax ((;3t) 765-!}502 BI IIJ)IN(; I)I'~IL\RTMI'iNT TOWN OF SOUTHOLD March 3, 2011 Peter Cimino 725 Oak Avenue Southold, NY 11971 TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: · Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. __ Final Health Department Approval. '""J Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. Building Permit: 35858-Z addition/alteration To,,vn Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971 0959 Telephone (631 ) 765-1802 Fax (631) 765 9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August9,2011 Peter Cimino 725 Oak Ave Southold, NY 11971 TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: ~' Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~' A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-t892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 35858 - addition/alteration Permit Number Checked By/Date REScheck Compliance Certificate New York State Energy Conservation Construction Code RES checkSoflware Version 3.5 Release 1 Data filename: C:~Program Files\Check~REScheck\CIMINO.rck TITLE: CIMINO RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 09/02/03 DATE OF PLANS: 6-13-03 PROJECT INFORMATION: ADDITION COMPANY INFORMATION: GIOVANNI PATANE ASSOCIATES COMPLIANCE: Passes Maximum UA = 99 Your Home UA - 97 2.0'7, Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Tress Ceiling 2: Cathedral Ceiling (no attic) Ceiling 3: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane Window 2: Wood Frame:Double Pane Window 3: Wood Frame:Double Pane Wall 2: Wood Frame, 16" o.c. Window 4: Wood Frame:Double Pane Window 5: Wood Frame:Double Pane Window 6: Wood Frame:Double Pane Window 7: Wood Frame:Double Pane Wall 3: Wood Frame, 16" o.c. Window 8: Wood Frame:Double Pane Window 9: Wood Frame:Double Pane Window 10: Wood Frame:Double Pane Window 11: Wood Frame:Double Pane Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA 115 19.0 0.0 6 117 19.0 0.0 6 200 19.0 0.0 10 90 19.0 2.1 3 12 0.430 5 11 0.430 5 10 0.470 4 250 19.0 2.1 13 7 0.460 3 7 0.460 3 6 0.460 3 6 0.460 3 120 19.0 2.1 5 4 0.500 2 4 0.500 2 4 0.500 2 6 0.460 3 ' Wind6~ 12: Wood Frame:Double Pane Wall 4: Wood Frame, 16" o.c. Floor 1: All-Wood Joist/Tress:Over Unconditioned Space Crawl 1: Solid Concrete or Masonry Wall height: 3.2' Depth below grade: 2.5' Insulation depth: 2.5' Boiler 1: Other (Except Gas*Fired Steam), 80 AFUE Air Conditioner 1: Electric Central Air, 10 SEER 6 0.460 3 37 19.0 2.1 2 148 38.0 0.0 4 194 38.0 38.0 10 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or REd, check Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 DATE: 09/02/03 TITLE: CIMINO RESIDENCE Bldg. Dept. Use [ 1 [ l [ ] [ t [ ] [ I [ ] [ I [ I [ I [ I [ I [ I Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity insulation Coinments: 2. Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: 3. Ceiling 3: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: Above-Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity. + R-2.1 continuous insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity + R-2.1 continuous insulation Comments: 3. Wall 3: Wood Frame, 16" o.c., R-19.0 cavity + R-2.1 continuous insulation Comments: 4. Wall 4: Wood Frame, 16" o.c., R-19.0 cavity + R-2.1 continuous insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane, U-factor: 0.430 For windows without labeled U-factors, describe features: # Panes Frame Type. Thermal Break? [ Comments: ] Yes [ ] No Window 2: Wood Frame:Double Pane, U-factor: 0.430 For windows without labeled U-factors, describe features: # Panes Frame Type. Thermal Break'? [ Comments: ] Yes [ ] No Window 3: Wood Frame:Double Pane, U-factor: 0.470 For windows without lat>eled U-factors, describe features: # Panes Frame Type Thermal Break? [ Comments: ] Yes [ ] No Window 4: Wood Frame:Double Pane, U-factor: 0.460 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ Comments: ] Yes [ ] No Window 5: Wood Frame:Double Pane, U-factor: 0.460 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ Comments: ] Yes [ ] No Window 6: Wood Frame:Double Pane, U-factor: 0.460 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ Comments: ] Yes [ ] No 7. Window 7: Wood Frame:Double Pane, U-l~actor: 0.460 ] Yes [ No [ I [ ] [ ] [ ] [ ] [ I [ I [ 1 [ 1 [ ] [ ] [ I [ ] 10. 11. 12. For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? Comments: Window 8: Wood Frame:Double Pane, U-factor: 0.500 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? Comments: ] Yes [ No Window 9: Wood Frame:Double Pane, U-factor: 0.500 For windows without labeled U-l~actors, describe features: # Panes Frame Type Thermal Break? Comments: ] Yes [ No Window 10: Wood Frame:Double Pane, U-factor: 0.500 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break'? Colnlnents: ] Yes [ No Window 11: Wood Frame:Double Pane. U-factor: 0.460 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? Comments: ] Yes [ No Window 12: Wood Frame:Double Pane, U-factor: 0.460 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? Comments: ] Yes [ No Floors: 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Comments: Crawl Space Walls: 1. Crawl 1: Solid Concrete or Masonry., 3.2' hff2.5' bg/2.5' insul, R-38.0 cavity + R-38.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation must have a rigid, opaque, weather-msistatu protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Heating and Cooling Equipment: 1. Boiler 1: Other (Except Gas-Fired Steam), 80 AFUE or higher Make and Model Number 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] [ I [ l [ l [ ] [ ] [ I I ] [ ] [ ] [ ] [ ] [ I l I [ I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-phis-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters am required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to tile levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable soumes. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum lnsulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Temperature (F) Up to 1" Up to 1.25" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Circulating Mains and Runouts 1.5" to 2.0" Over 2" Table 2: Minimum Insulation Thickness for HV/IC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System T~pes Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 Low Temperature 120-200 0.5 1.0 Steam Condensate (for feed water) Any 1.0 1.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 and Brine Below 40 1.0 1.0 1.5 2.0 1,0 1.5 1.5 2.0 0.75 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) I~NSE~,W~,TE,gS CERTIFICATE REQUIRED By: NOT~FY BUILD~NG UEPARTME~ AT 765-180~ 8A~ TO 4PM FOR THE FOLLOW~NG ~NSPECT~ONS: FOUNDATION - ~WO REQUIRED FOR ~RED CONCR~E ROaN - FRAMING & PLUMING INSU~T~ FINAL - CONSTRUCTION ~E COMPLETE FOR C.C. ~L CONSTRUCTION SH~L ME~ ~EQUIREMENT$ O¢ TNE ~ODE~ OF N~ YOR~ ~TATE, NOT RESPONSIBLE FOR 0~ O~ ~NSTR~GT~N ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE PL UMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF I, //,/ SOU'r~OL~ TOWN ZBA FLOOD ZONE COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING OCCUPANCYOR USEISUNLAWFUL WITHOUTCERTIFICATE OFOCCUPANCY CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. F-Et~J'I 8,40 ~LIND ~41Nm~E5 BOOD ~IOULD - 3/4" PLYtUOOD P,,~,NELE FL. i i L~/e~i NotesU-egend: L ........ ~ .................. ~_ .................. u L ..... c~o~Y ~EATNE~I~J~OSTi LINE ] I~p I~DE~T IFLOOD ~, ,E~ ~ ,, _l ~O=E~TE 5L,G.T TO ,- ,~'~'~'~ i THESE DRAWINGS CONFORMS TO THE NYS. BUILDING CODE AND , .ONo.,~Dam[ ~o~E~ml I ¢'~ ~'~ ' = ~'""i PRESCRI~VE_ CODEseaFOR 120 MPH WIND ZONE OF THE WFCM. ~l~u. "~ _ P~j~ SEC BLOCK: LOT' ~¢:~/ ~ ~ 7.23.05 REVISIONS PER SD. OBJECTIONS ~~ ~,'~V,~/P4T~E~g ~ ' ~'' , ClMIN ~' :CIMINO/CD/REV O RESIDENCE [% I J ~ ¢~,~,~ 725 OAK AVE. -"" '~ . OENERA ' " 1, THESE GENERAL NOTES APPLY TO ALL WORK AND DRAWINGS IN THIS SET AS THEY APPEAR HEREIN. 2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND dOB CONDITIONS AND IS TO NOTIFY ARCHITECT IMMEDIATELY OF ANY ERRORS OR OMISSIONS BEFORE SUBMITTING BIDS, OR COMMENOING WORK. .3. WORK IS TO BE BONE IN ACCORDANCE WITH RULES AND REGULATIONS OF GOVERNMENT AGENCIES HAVING JURISDICTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WiTH ANY PORTION OF WORK. ALL PERMIT FEES, APPLrCATIONS, CERTIFICATES OF INSPECTION FOR FILING, SHALL BE GENERAL CONTRACTOR'S AND OWNER'S RESPONSIBILITY. 4-, CONTRACTOR IS TO PROVIDE PROPER PROTECTION OF EXISTING AREA 'AND NEW WORK SITE AND WHERE INADEQUATE PROTECTION IS PROVIDED, THE CONTRACTOR IS TO REFINISH S12RFAOES AT HIS OWN EXPENSE. 5. CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS PRODUCED AS A RESULT OF ALL WORK BY THEIR SUBCONTRACTORS OR THEIR OWN INSTALLATIONS AND SHALL LEAVE AREAS BROOM CLEAN AFTER COMPLETION OF WORK, 6. PARTITIONS SHALL BE DIMENSIONED FROM FINISH TO FINISH, UNLESS OTHERWISE NOTED. 7. ALL WORK UNDER THE CONTRACTORS' CONTRACT SHALL BE GUARANTEE FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR ACCEPTANCE OF THE COMPLETED PROJECT. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW N.Y.S UNIFORM FIRE PREVENTION AND BUILDING CODE AND SHALL CONFORM TO ALL THE REQUIREMENTS OF ANY OTHER AUTHORITIES HAVING ,JURISDICTION. THE CONTRACTOR AND/OR OWNER SHALL OBTAIN, AND ARRANGE FOR ALL REQUIRED PERMITS, INSPECTIONS, ' CERTIFICATES, TESTS AND SURVEYS. PROVIDE SINGLE-STATION SMOKE-DETECTING ALARM DEVICE ON EACH FLOOR AS PER NEW N.Y.S. BUILDING CODE. WINDOWS THAT SERVE AS OPENINGS FOR EMERGENOY EXITS MUST ,~OMPLY WITH NEW BUILDING CODE. 10. STAIRS, DOORS AND EXITS SHALL COMPLY ~TH NEWN.Y.S, BUILDING CODE. RAILINGS AND HANDRAIL, BOTH INTERIOR AND EXTERIOR, SHALL BE DESIGNED TO RESIST A LATERAL IMPACT AT THE TOP EQUIVALENT TO A MIN. LATERAL LOAD OF 50 LBS. PER FOOT. 11. CAULK AND FINISH ALL WINDOWS AND DOORS AS REQUIRED. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS. GLAZING IN DOORS, SHOWER STALLS, FIXED PANELS AND BATHTUB ENCLOSURES SHALL COMPLY WITH NEW N.Y.S. BUILDING CODE· 12. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WiTHIN 20 FT,, NOR LESS THAN 2 FT. ABOVE THE COMBUSTIBLE PART OF THE ROOF OR BUILDING WITHIN 10 FTI ATTICS TO HAVE ACCESS AND CROSS VENTILATION,~,S PER NEW N.Y.S. BUILDING CODE. 1,3, ALL INSULATION WHICH IS CAPABLE OF ABSORBING WATER SHALL BE :'q'OTECTED _qY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL BE INSTALLED IN A MANNER TBAT PROVIDES CONTINUITY AT PLATE LINES, SILL LINES AND CORNERS, FOAM PLASTIC INSULATION SHALL COMPLY WITH NEW N.Y.S. BUILDING CODE. 14-. ,CLANS SUBSTANTIALLY COMPLY WITH THE N.Y.S. ENERGY CODE AND DE.-~GNEO BY THERMAL RATING METHOD PART 6 OF CODE. ALL WALLS, FLOOR~ CEILINGS HAVE R-20 INSULATIVE VALUE 15. CONTRACTOR IS K~%qPONSIBLE FOR "METHODS AND MEANS" OF CONSTRUCTION. 16. ALL ELECTRICAL WORK TO B~'E UNDERWRITER APPROVED. 17. MINIMUM WiBTIq OF STAIR TREADS SHALL BE 9"-~!..!/8 NOSING FOR CLOSED RISER OR 9" FOR OPE~I RISER. 18, MAXIMUM RISER HEIGHT SHALL B,.E 8 1/4". NO VARIATION EXCEEDING 1/8" IN HEIGHT OF RISERS IN AN '¢ ONE RUN OF-STAIRS, 19. STArRS AND RAILINGS MUST CONFORM TO NEW N.Y,S CODE MINIMUM CLEAR HEADROOM AT STAIRS SHALL~NOT BE LESS THAN 6-6. 20. FURNISH AND INSTALL ALL SILL AHCHORS, STRAPSi JOIST HANGERS AND ANY OTHER BUILDING FASTENINGS SHOWN OR SPECIFIED AND/OR AS REQUIRED BY LOCAL CODES. 21. ALL LUMBER FOR JOISTS AND RN:TERS SHALL BE DOUGLAS FIR MARKED PRIOR TO DELIVERY TO ,JOB SITE. MIN. BEARING OF 4-". DOUBLE ALL BEAMS OR JOISTS UiNDER PARALLEL PARTITIONS AND AROUND OPENNINGS IN FLOORS hAND ROOFS. 22. DESIGN LOADS: 1ST FL 40~¢/SF LIVE LOAD A 2ND FL 50#/SF LIVE LOAD 2,3. DESIGN TIMBER ~~ GRADE HEM FIR ~I OR DOUG-FIR-SPF:UCE #2. 24. DOUBLE JOIST UNDER ALL PAR TITIONS PARALLEL TO THE SAME AND AROUND ALL OPENINGS. 25, FURNISH AND INSTALL METAL HOLD DOWN STRAPS AT ALL STUD TO SOLE PLATE CONNECTIONS AND AT ALL RAFTER TO TOP PLATE. WINDOWS/DOORS: 26. ALL BUILDING MATERIALS, GL'AZING, WINDOWS, DOORS ETC, INSTALLED IN PROJECT ARE FO CONFORM TO ALL RULES AND REGULATIONS AS STATED IN N.Y.S. ENERqY CONSERVATION CODE, ALL WINDOWS TO BE DOUBLE GLAZED. CONSTRUCTION NOTES: 27, WHERE IT iS INDICATED "ALIGN" CONTRACTOR IS TO MAKE SURE THAT ALIGNMENT IS TRUE ANO WHERE INDICATED, CARRY GYPSUM WALLBOARD RIGHT PAST EXISTING PARTITION OR COLUMN, ROUGH FRAMING/STEEL: 28, GENERAL CONTRACTOR TO PROVIDE ANY TEMPORARY SHORING. UNDERPINNING, AND/OR TEMPORARY STRUCTURAL WORK REQUIRED FOR THE ADEQUATE EXECLTION OF THE dOB. ,.:AD:DmON.'-:725 OAK AVE., SOUTHOLD, NY THERMAL. AND MOISTURE PROTECTION: 29. FURNISH AND INSTALL ALL INSULATION AND WEATHERSTRIPPING IN STRICT ACCORDANCE WITH N.Y.B. ENERGY COOL REQUIREMENTS 50, ALL PLUMBING PASSING THROUGH UNHEATED SPACES TO BE ~NSULATED 51. USE COPPER OR ALUMINUM PRE-BENT FLASHING AT ALL CABLE ENDS. 52, BOTH GABLE ENDS AND EAVES SHALL HAVE VINYL OR ALUMINUM TRIM APPROXIMATELY 2"X2" WITH DRIP EDGE DOWN. COLOR TO MATCH ADJACENT TRIM COLOR. 53. APPLY ONE LAYER OF TYVEK VAPOR BARRIER TO EXTERIOR SURFACE OF PLYWOOD SHEATHING LAPPING HORIZONTAL SEAMS 2" MfN. AND VERTICAL GEAMS 6" MIN. 34. APPLY ROOF SHINGLES WITH GALVANIZED ROOFING NAILS OF PROPER LENGTH TO PENETRATE THE SHEATHING COMPLETELY. 55. ALL ROOFING SHINGLES TO HAVE ADHESIVE BACKED TABS. ,36. SHINGLE STYLE AND COLOR SHALL BE AS SELECTED BY OWNER OR TO MATCH EXISTING AS REQUIRED, IF NOT NOTED ON DRAWINGS. ,37. INSTALL ALUMINUM GUTTERS AND LEADERS AS REQUIREO TO DIVERT ALL RAIN WATER FROM ROOF. CUT'RS TO BE OGEE SHAPED APPROX. 5"X4" DEEP WITH BAKED ENAMEL FINISH. COLOR TO MATCH ADJACENT TRIM. 38. 39, 40, Legend PROVIDE SUPPORT STRAPS FOR GU I IbRD 4.' O,C. MIN. TO BE NAILED TO ROOF UNDER SINGLE TAB, NAIL AND FERRULE 'IS NOT ACCEPTABLE. SUPPORTS FOR LEADERS SHALL BE MAX, 5' O.C. AND GUTTER COLOR WITH EXTERIOR TRIM. MATCH LEADER PROVIDE ALL ELBOWS, CONNECTIONS, DOWN END CAPS, AND ACCESSORIES AS REQUIRED [NSTALLAT'ON. SPOUTS WITH STRAINERS, FOR A COMPLETE 41. PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT ENDS OF EACH LEADER, 8"X24." WITH COVED SURFACE TO DIRECT WATER. USE P.V.C. LEADER BOOT WHERE DRAINAGE IS PIPED TO DRYWELL. DRYWELLS TO BE SIZED FOR 6" OF RAINFALL IN A 24 HR. PERIOD. 4-2. PROVIDE A MINIMUM OF ONE (1) SQ.FT. OF ATTIC VENTILATION FOR EVERY 500 SQ.FT. OF CEILING BELOW. 4.3. FURNISH AND INSTALL VINYL LOUVER. RIDGE AND SOFFIT VENTS WITH BAKED ENAMEL F~NISH OF COLOR TO MATCH ADJACENT WORK, INSTALLED IN ACCORDANCE WITH NEW N.Y.S. BUILDING CODE. 44-. "TYVEK" SHALL BE USED ON ALL EXTERIOR WALLS. 45. CUTTERS & LEADERS SHALL BE W/ ALUMINUM (UON). GUTTERS TO BE EQUIPPED W/ CONTIk<JOUS LEAF SCREENS & PITCHED 1/8" PER FOOT, LEADERS TO TERMINATE AT GRADE ON PRE CAST SPLASH BLOCKS (LJON). 46, ALL STAINING, rPAINTING AND FINISHING SHALL BE AS SPECIFIED BY OWNER. 47. ALL MATERIAL FOR THIS PROJECT SHALL BE OWNER CHOSEN AND CONT'R SUPPLIED SUPPLIED AND INSTALLED AND SHALL BE STANDARD CONSTRUCTION GRADE (UON). '~8. MATERIAL FOR FINISHED FLOORS SHALL BE AS DIRECTED BY THE OWNER. 49. ASPFIALT '-' tiNGLES SHALL BE 24-0 LB SELF SEALING W/ COLOR AS SPECIFIED BY OWN"R, ROOFS W/ PITCH OF LESS THAN 5/12 SHALL BE ROOFED W/ ROLL ROOFING OR 4. PLY BUR. CONSULT DRAWINGS FOR DETAILS, ROOFS W/ PITCH OF LESS,?HAN 1/12 SHALL HAVE 4 PLY BUR ROOFING ONLY. , ELECTRICAl_ N,OTES: 50, ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PEW N,Y.S, CODE AND ALL APPLICAgLE LOCAL CODES, UNDERWRITER'S CERTIFICA'TE SHALL BE OBTArNED /,ND PRESENTED TO OWNER UPON COMPLETION OF ALL WORK, bi. ALL POWER LIGHTING TO BE ~NSTALLED PER CURRENT ELECTRICAL CODE AND ',S DIRECTED BY OWNER. 52. ELECTRICAL WORK SHALL INCLUDE: DEMOLITION. ALTERATION OF EXISTING ELEC. WIRIU'} AND NEW WORK AS CONDITIONS REQUIRED, THE ELEC. CONT'R. SH,,,_L INSTALL ALL ELEC. DEVICES & HVAC SYSTEMS AND REQUIRED SERVICE :,~ 3 PANEL UPGRADING. ALL WORK TO BE UL APPROVED. 55. HARD WILED SMOKE DETECTORS SHALL BE INSTALLED PER NEW N.Y.S. CODE. 54-. GROUND F:?'_T INTERRUPTERS SHALL BE INSTALLED IN ALL BATHS AND EXTERIOR I CATIONS. 55. ALL ELEC. :.WITCHES. OUTLETS, FIXTURES. EQUIPMENT & APPLIANCES SHALL BE PROWID[' AND INSTALLED BY THE ELEC. CONT'R. (UON). ALL WIRING & SERVICE ~3 BE COPPER. CARPENTRY FINISHES: 56. EXTERIOR W,~LLS TO HAVE HORIZONTAL BRACING AT MID'-HEIGHT AND DOUL:.L STUDDINGS AT ALL OPENINGS. 57~ ALL FLOOR ¢}ISTS SUPPORTING BATHROOM FIXTURES SHALL BE DOUBLES OR 12" O.C., WHICHEVER CONDITION IS DEEMED PRACTICAL tN THE FIEL:'~ 58. EXTERIOR FL"WOOD SHALL BE 5/8" THICK CBX. INTERIOR FLOOR PLYWOOD ~JI J_L BE 3/.¢ THICK WITH BATHROOM FLOOF~ TO BE PLYWOOD Vwf,4 1/2" DUROCK BOARD. 59. ALL GYPSUb, WALLBOARD tN BATHROOMS SMALL BE 1/2"' WATER RESISTANT 'B~E AND WONDER BOARD SHALL BE INSTALILED IN ALL SHOWER ST,~[ _S. 60. ALL WALLS ~:1 BE TAPED, SPACKLED AND PAINTED WITH ONE (1) COAT OF PRIMER /,:D TWO FINISH COATS (INTERIOR LATEX) PAINT. MANUFACTUR R TO BE BENJAMIN MOORE. 61. MATCH EXISllrlO TRIM MOULDING @ BASE, WINDOWS & DOORS. 61, ALL METAL Ft\SHING, WHERE CALLED FOR ON PLANS, SHALL BE ALUMINUM. 62. ROOFING SHALL BE 24.0# /SQUARE FT. ASPHALT SHINGLES OVER 15# FELT. WOOD AND CARPENTRY: 63. ALL FRAMING ,.UMBER SHALL BE DOUGLAS FIR, #2 OR BETTER, STRESS RATED 1500 F31 IN EXTREME FIBER STRESS FOR BENDING (Fb). 64. INTERIOR DEAr'Nc WALLS TO BE BLOCKED AT 4.'-0" O.C. 65. ALL JOISTS ~'.: BE BRIDGED AT 8'-0" 66. ALL HEADERS TO BE (2) 2X8 DOUGLAS FIR UNLESS OTHERWISE NOTED. 67. FIRE STOP CONSTRUCTION AS PER NEW N.Y.S. CODE. 68. (2) 2"X6" SILL MEMBERS SHALL BE PRESSURE TREATED O.C.A. 4d ON FIBERGLASS SILL SEALER AND METAL TERMITE SHIELD. SHIPLAP SILLS AT CORNERS. 6g, INSTALL APPROVED METAL JOIST HANGERS WHERE TAIL BEAM FRAMES INTO HEADERS, WHERE HEADERS MEET TRIMMERS AND WHERE JOISTS FRAME INTO FLUSH GIRDERS. 70, SUB FLOORING SHALL BE ,]/4" THICK PLYWOOD TONGUE AND GROOVE, NAILED AND GLUED AT EVERY BEARING. 71. LAY PLYWOOD UNDERLAYMENT PROPERLY AND FASTENED WITH GALVANIZED NAILS OVER SUBFLOOR (STAGGER JOINTS) THICKNESS AS REQUIRED BY FINISHED FLOOR 72. SHEATHING SHALL BE 5/8" MIN. THICK EXTERIOR GRADE PL'f~/OOD, NAILED 8" O.C. AT EVERY BEARING, COVERED WiTH 15# FELT OR TYVEK AND SUPPORTED AT EACH EDGE. 73. FINISHED SIDING SHALL BE AS SHOWN ON THE DRAWINGS AND SHALL BE INSTALLED BY THE CONTRACTOR IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 74. NAILS USED FOR EXTERIOR WORK SHALL BE EITHER HOT DIPPED, ZINC-COATED. OR STAINLESS STEEL AND SHALL BE COMPATIBLE WITH THE MATERIALS WITH WHICH THEY ARE USED. 75. BASE, COVE, WINDOW & BOOR MOLDING/CASING SHALL CONFORM TO OWNERS' CHOICE. 76. ALL FLASHING SHALL BE MINIMUM THICKNESS OF .019" AND SHALL RISE 8" WIDE. 77. GYPSUM BOARD SHALL BE 1/2" F.C, THROUGHOUT UNLESS OTHERWISE NOTED. FASTEN AT 7" O.C, FOR CEILINGS AND 8" O.C. FOR WALL APPLICATIONS. METAL CORNER BEADS SHALL BE USED AT ALL OUTSIDE CORNERS. JOINTS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH, POLISHED AND READY FOR PAINTING. FINISH ALL INTERIOR FRAME WALL SURFACES IN LIVING AREAS AND CLOSETS WITH GYPSUM WALL BOARD. APPLY WATER PROOF GYPSUM BOARD AT ALL BATHROOM WALLS AND CEILINGS UNLESS OTHERWISE NOTED· 78. CLOSETS SHALL BE EQUIPPED WITH CHROME COAT BAR AND ONE WOOD HAT SHELF AS DIRECTED BY THE OWNER. LINEN CLOSETS SHALL HAVE 5 SHELVES. MAXIMUM SPACING FOR SHELF SUPPORTS SHALL BE 32" O.C. MIN. 79. INSTALL WOOD TRIM AROUND ALL OPENINGS AND WOOD BASES WHERE REQUIRED FOR COMPLETE INSTALLATION. INSTALL TO MATCH EXISTING OR AS SELECTED BY OWNER. 80. ALL VERTICAL JOINTS AT TRIM AND SIDING ARE TO BE CAULKED. CAULKING IS TO BE COMPATIBLE WITH MATERIALS WITH WHICH IT IS USED. PLUMBING 81. PROVIDE ALL FIXTURES INDICATED AND AS PER CONTRACT WITH OWNER, WITH PIPING OF HOT AND COLD WATER AS REQUIRED BY FIXTURES WITH ALL REQUIRED FITTINGS. 82. INSULATE ALL PIPING AS REQUIRED BY NEW N.Y.S. CODE. 83. PROVIDE SPECIFICATIONS OF ALL BATHROOM FIXTURES TO OWNER PRIOR TO SIGNING OF CONTRACT, AS DETERMINED BY EITHER OWNER OR BATHROOM FIXTURE SCHEDULE, IF SHOWN ON DRAWINGS. 84..ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NEW N.Y.S. CODE. 85. TIE NEW FIXTURES INTO EXISTING SOIL LINE AS INDICATED IN THE PLUMBING SCHEMATIC. 86. PLUMBER TO OBTAIN PERMITS & PAY FOR SAME. 87. PLUMBER TO DESIGN AND INSTALL HEATING CONVECTORS, HEATING PLANT, ETC. AS PER OWNER"S INSTRUGTiONS. 88. PLUMBER IS RESPONSIBLE FOR THE PROPER EXECUTION OF ALL ENGINEERING, BALANCING OF THE SYSTEM AND THE CERTIFICATION OF TESTS. 89. PLUMBER IS TO VERIFY THERMOSTAT LOCATIONS WITH ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH INSTALLATION OR RELOCATION. 90. PLUMBER IS TO VERIFY THAT HVAC SYSTEM IS IN GOOD WORKING ORDER AND FREE OF LEAKS, 91. PLUMBER TO OBTAIN ALL PERMITS & PAY FOR SAME. 92. PLUMBING WORK INCLUDES ALL WATER. HEAT, WASTE AND GAS LINES WITH FIXTURES, FITTINGS, & TRIM, SOLDER TO BE 95-5 TIN/ANTIMONY (NO LEAD). WATER AND HEATING LINES RUNNING tN EXTERIOR WALLS AN UNHEATED SPACES TO BE INSULATED. 9,]. FLOORS IN TOILETS AND BATHS TO RECEIVE CERAMIC TILES. AS SPECIFIED BY OWNER. NYS STATE ENERGY NOTES 94,. CRAWL SPACE TO HAVE R-30, AND RIGID INSULATION 2'-0" BELOW GRADE, R-19 INSULATION IN FLOOR ABOVE CRAWL SPACE. 95. ALL 2X6 WALL PARTITIONS TO HAVE R-19 HIGH DENSITY FOIL FACED INSULATION. 96. ROOF TO HAVE R-30 HIGH DENSITY CRAFT FACED INSULATION. FOUNDATION &: CONC. NOTES 97. FOUNDATION SOIL TO HAVE 2 TON/SQFT CAPACITY. NO FOOTING TO BE SET @ TEMPERATURES BELOW 30 F. 98. ANCHOR BOLTS TO BE I/2" X10" LONG MIN. 99. CONCRETE TO BEc1:2:,] MIX WITH 5500 LBS. PSI. CAPACITY. 100. TERMITE SHIELD TO BE ALUMINUM, D. 025" THICK 101. ALL WOOD IN CONTACT WITH MASONRY TO BE WOLMENIZED. PROJECT NOTE(S): 102. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. GIOVANNI PA TANE. ARCHITECT Oate Revisions 7.23.03 PER BUILDING DEPARTMENT OBJECTIONS Date issue REVIEW 5.14,03 REVIEW. 5.13,03 BUILDING DEPARTIv~ENT FILING EXISTIN~ 20,40~ 6F. =S'_. -~" V. lY:_ 2~'-~" ~ EXISTIN~ .... --- __ (NO -- EXIST. :*t (522 5F.) ~.OT 245 . J 52,'4®" LINE DENOTE5 hlAXII'IUIM ~LJIL~ING AIm.~A NEtU pORCH PLOT ZONING INFORMATION CLASSIFICATION: ONE FAMIL"¢ P-<ESI'~ENTIAI FRONT 'r'Af~ 5ETE~ACK: 4¢'-~' MIN. PROPOSED F~ONT 'T'AP-4:~ SETE~ACK: 42'-®" SIE~E YArD SET.AC.K: 15'-¢" MIN. P~OPO$E~ 51DE TA~ 5ET ~AC~: EXISTIN~ LOT ~EA = 2¢,4¢¢ 5~FT_ ~Xl~U~ ~UFL~IM~ COvE~GE ~ LOT= · I,~2S SOFT. 322 SO,FT. EXISTING Pf OPOSED I WILE)ING = OPEN C A AC E = TOTAL I,SSI SOFT. PE~C,ENT LOT COVEp-.AGE = B.®-i % < 2¢% PLUMBING RISER DIAGRAM VENT PIPE ROOF 5" VENT LINE I 1/2' 2'_' 2"_ 2" 2" KITCHEN I · d 1/2" 1 I/2" INEW iNEW INEW SINK TUB ¢/.C. SHOWER C.O. 2" BASEMENT T*O SEPTIC k._.2HOUSE TRAP LANK GIOVANNI PA TAN-¢- ASSOCIA T~S INEW __ WASHER -FLOW CHECK VALVE 1ST FL, CRAWL SPACF SEC: BLOCK: LOT: CIMINO RESIDENCE ADDITION 725 OAK AVENUE SOUTHOLD, NY Drawing: GENERAL NOTES, PLOT PLAN ZONING INFO, PLUMBING RISER DIAG. Project No: Dwg. CIMiN0/CD/A-0.DWG Dwg No.: A-0 GENERAL NOTES h No con~m~ctmn or demolmon work to commence before Building Department having jm'isdicflon i~sues a binlthng permit 2 The.. 4, The Con.actor shall v.~rify all existing conditions and d[me~inns befor~ stoning ¢o~structinn and shall notify the Designer of 2I. All windows that serve as emergency e~ess must compl~ }vith P~310 nfRCNYS. 22. All insuinilon, whinh is cap~ble nf absorbing wrier, sh~il be protected by a vapor harder located on the 'mater warm side of the 24, All concrete, work shall conforra to the requirements an~d recommendations ofACI-301-89 "Specifications for Structural Concrete_ for Buildings' ftc" = 3,000 p,s,i.); reinforcing steel ~dall conform to ASTM A-615 grade 60. All foundations shall be adequately 25 All concrete b~ock shall confurra to ASTM C-90 for grade "N" units with tTpe "M' morse. All masonry work shall conform to column, spandrel bearas, and lines of hr/dgi~g. Structural Steel for B'hildL~gs.TM Steel shah conform to ASTM A-36 and A-501, Ail connections shall use a-325 I-IS bolla et 29. Railing~ mi~a~drails, both interior mad exterior, shall be dasigned to resist lateral irapact at top equivalent to a m/a. lmear load nfS0 lbs. per foot ~ pe-~P.215 and R316 nf RCNYS. 32. Foam plasilc ins uiatinn shall com?ly With R218'~' RC~[YS. 34. Plywood subflooring shall be ~tall~,~ as per R503 of RCNYS. 38. Contractor shall patch anti repair xll existing areas let~ exposed md/or damageil do to tl~ add/don with similar materials or as dh-ectad by owner. 39. Place hurrinaae clips on all roofra~er~. ~4. Boilers and hot water heaters ~.~ per chapter 20 and 28 nf RCNYS. T~LE 2304,9.1 FAST~ING SCHEDULE CO~CTION FASTENINGa'm LOCATION I. Joist to sill 3-8d common toenail or girder 3 - 3" x 0.131" nail less to each joist 12. Rim joist to top 8d at 6" (152 mm) c.c. 'toenail plate 3" x 0.131, nail at 6" c.c. 3" 14 gage staple at 6" c.c. 13. Top plates, laps 2-16d corm~on face nail and intersections - 3" x 0.131" nail - 3" 14 gage staple 14. Conuinuous header, Idd cenunon 16" c.c. along edge ~wo pieces 15. Ceiling joists 3-8d common toenail to plate 5 - 3" x 0.131" nail 5 - 3" 14 gage s~aple 16. Continuous heade~ 4-8d co--on toenal! to stud 17. Ceiling joists, 3-16d cerumen minimum, face nail bearing 27. Jack rafter to hip 3-10d co,anon toenail 4 3" 14 gage snaple 2-16d co--on face nail 3 - 3" 14 gage staple 28. Roof rafter to 2-16d con,men toenail 2~by ridge beam 3 - 3" x 0.131" nail 3 - 3" 14 ~age staple 2-16d common face nail 3 - 3" 14 gage staple 29. Joist to band ]o!st 3-16d common face nail 5 - 3" 14 gage staple 30. Ledger strip 3-16d co~mon face nail 31. Wood structural 1/2" and less 6dc.1 panels and 2-3/8" x 0.113" nailn Particleboard:b 1-3/4" 16 gage° Subfloor, roof and 19/32" to 3/4" Bdd or 6d~ wall sheathing 2-3/8" x 0.113" nailP (to framing}: 2" 16 gageP 7/8" to 1" 8d¢ Single Floor 1-1/8" to 1-1/4" 10dd or 8de (combination subflour- 3/4" and less 6de underlayment to 7/8" to I' 8d~ framing}: 1~1/8" to 1-1/4" 10d d or Bd° 32. Panel siding (to 1/2" or less 6df framing) 5/8" 8df 33. Fiberboard 1/2" No. 11 gage roofing nai!h sheathing:g 6d common nail NO. 16 gage sEap]ei 25/32" No. 11 gage roofing nailh 8d co~on nail No. 16 gage staple~ 34. Interior paneling ,1/4" 4dS 3/B" 6dk For SI: ! inch = 25.4 ~. a. Common er box nails are permitred to be used except where otherwise stated. b. Nails spaced at 6 inches o~ center at edges, 12 inches at intermedia5e supports except 6 inches ac supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear wallst refer to ~P305. Nails fur wall sheathing are permitted to be common, box or casing. c. Co~on or deformed shank. e. Deformed shank. f. Corrosion-toe,scant {iding or casing nail. g. Fasteners spaced 3 inches on center at exLerior edges and 6 inches on center at intermediate supports. h. Corros~on-resistanE roofing nails with 7/16-inch diameter head and 1 1/2 znoh length for 1/2-inch sheathing and 1-3/4 inch length for 25/32-inch sheathing. i. Corrosion-resistan~ staples with nom!nal 7/16-inch crown and 1-1/B-inch length for 1/2-inch sheaching and 1-1/2 inch length for 25/32-~nch sheathing. Panel supports at 16 inches {20 inches if strength axis in the long direction of the panel, unless otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 ~nches at intermediate supports. k. Pane± supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications, Sd nails are the minimum required for wood s~ruciural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edgesr B inches at intermediate. than 3/12 with no finished ceiling antached to rafters L/lB0 Interior walls and paruitions H/180 Floors and plas~ered ceilings L/360 [~Exterior walls - wind H/360 with flexible f!nishes L/120 NOTE: L = span length, H = span height. a. The wlnd load shall be permitted to be taken as 0.7 times the Component and Cladding loads for nhe purpose of the determinmng deflsctzon limits herein. (in pounds per s~are foot) USE LI~ LOAD Exterior balconies 60 Decksf 40 Passenger vehicle garagesa Attics winhout storageb,e lO Ac~ics with storage~,e 20 Rooms other than sleeping rooms Sleeping rooms 30 Stairs 40c Suardrails and handrails~ [ 200 For SI: 1 pound per square foot = 0.047B kN/m2, 1 square inch = 645 mm2, pound = 4.45 N. a. Ele¥~'.ec garage floors shall be capable of supporting a 2,000-pound load applied over a 20-square-~nch area. b. No s~age with roof slope not over 3 units in 12 units. c. Individual stamr creeds shall be designed for the uniformly distributed live load or a 300~pound concentrated load acting over an area or 4 square inches, whichever produces the greater stresses. .d. A s~ng!e concentrated load applied in any direction at any point along the top. e. Attics constructed with wood trusses shall be designed in accordance Legend Date Revisions ~UiLDJNG D£PA~TMENT FILING. GIOVANNI PA TAN~ ASSOCIATES . ARCHIT~CTURAr · PLANNING ' INTERIOR DESIGN SEC: BLOCK: LOT: CIMINO RESIDENCE ADDITION 725 OAK AVENUE SOUTHOLD NY Draw/nE: GENERAL NOTES- TECH. SPECS. Project No: Dwg. CIMINO/CD/A-O.1.DWG Dwg No.: A-0.1 2OF7 42'-~" V.I.F. r ! ~EW CONSTRUCTION NEW 8"XI~" AIR vENT W/INSECT 5Cg=.EEN IN EXISTIN~ FOUNDATION ~UP ENT (2) :'XIO PRESSURE BOLTEDi TO )ATION WALL ? C.C..- TYF:'. 8"XI~" ArR VENT W/INSECT 5GREEN, [NBTALL VERTICALLY COLUMN ABOVE NELP c~ ~_J~ / 1~, '-c3~ ~!:I.~F .... il NEW POF~,ONIABOVE ~ ~ / (3'2 ~Xl2 WITN 5~_AB AL I~N // VENT W/INSEC-T 5C-.REEN -- LINDERI NELuINOR~"~NIO WELLsLABOOMPACTED FILL. Ii,,. ~ LL t 5~'-5" VJ.F. GL. EXISTING E)IN[N~ ROOM I EXI$TINd KiTC. NEN UP EXISTINC~ ±l'l'-q" V.[.t. EXISTINOI LlvIN~ !~EAM TO (2)2xl2 LtJ/I/~ 'l> +2 '-4" BED~OObl EXIs, iLFiN~ -4n / (3O¢O P$I ;ONO.) / i CEL ,R,, PLA,,N I SCAL,:I,4:,'-O FIRS F OzP N SCALE: i/4"= 1'-0" (2) ~x~ N~ OONSTRUOTIC N[DR. NIDR. (2) 2x& (2) 2x6 3'--PI 'N PARTITION TYPES - NOTES -NEt/J pAlleT IT ION; 2"X4" STUDS e 1~," C.C.. ~ITN~.2" FIRE CODE "O" ~.W.I~. BOTN 5IDES. USE WATEF~.RESI$TANT ~.W.E~. BATHROOM. -.NEW PARTITION (EXTERIOR) (R-2¢ vALUE): 2"X¢" STUD8 e I~" O.Ot WIT~ I~ INS~LATION ~ET~EN ~TU~- ~/~" FI~E CODE "O" ~.~. e IN~E~IO~ 51DE AND EXTE~IO~ ~DE pLYWOOD e EXTE~[O~ T~vE~ VAPO~ ~A~IE~ BNDE~ CEDA~ SlDIN~. · NEAP NOTES: " 1. -NEADEP- 51ZE5 FOR NELU OR F-~EI='LAOEMENT ~INDO~J/DOOR5 $NALL BE A5 FQLLO~S (WNLE$5 OTNE~I6E FqOTED): A. 1'-4" TO ~'MI" OP'~* (2) 2"X~" ~. 4'-¢" TO~-ll" OP'~* (2)2"X8" O, ~"-¢" TOr:li- "OP'~* (2) 2"X1O" 2. -NE~ NEADE~5 $O ~E 5ET ON DO~LE JAO~ $TBD$ e ¢~ I/2" A~O~ FINtSN F~00~ (B.ON.) ~ ~ITN I/2" pL~OD FLITCN PLATE. :h, pOST5 NOTE~: - ~IN. (I) 2X4 ~I~TN FOR EAC-N 2 X (DIMEN¢IONi) OF NE,A, DER Legend [] [] - NEW NEADEF~- WITH POST5 I~OTN 51DE$. - EXISTIN~',~ARTITION5 TO P--.EMAIN. - ALL WINDOW NEADER5 TO BE (2) 2"X¢" LLO.N. , EXI$T~N~'~A~TITION~ TO ~E DEMO. DOUBLE J~CK STUD5 e ALL OPENINg50~ ~ -¢" .............. - ALL WINDOW$ A~ EXISTIN~ B.O.N_ CONT~CTOR (lO0) C~. : 18 ~ESPONSI~LE FO~ ALL NEW WINDOW ~O~N ~ NEW ~1'~ DETEOTO~ -E:><'I&TIN~ 2'-'q" x 4'-5" WINDOW TO BE RELOCATED -MARVIN: LOALUN 24~6 - U VALUE: o.4~ - R vALUE: 2.lq -MARVIN: LUPOLT C_.LJSTOM - U VALUE: O.4-~ - R -MARVIN; ~FOM 5~,O - U VALUE: O.4-1 - R VALUE: 2.13 D6 Date Revisions -MARVIN: UJIFD d vALUE: o.4~ - R VALUE: 2.1-i REVIEW REVIEW. BUILDING DEPARTMENT FILING GIOVANNI PA TAN~- A SS OClA TES Project: SEO: BLOCK: LOT: CIMINO RESIDENCE ADDITION 725 OAK AVENUE SOUTHOLD, NEW YORK DrawMg: CONSTRUCTION PLANS BASEMENT&ISTFLOORS ~)wg. ClMLN0/CD/A-1,DWG Dwg No.: A-1 3OF7 I ~ '-~" V. IF. ~ 42'- "V. IP. ._ I - - .... - ' EXIGTIN~. NOLGE ,~hEUJ OONET~UOTION EXTEND EXISTINg. I~OOF T- ~ -- I I ~ ~_:~- , 23'-~ '~" _ __ I "[ ~ OPTION ~O~ ~IP~E ~. (~T~ ~ ~): (DJ 2X1¢ B/(2) ~/¢"XB"~ ' DJ- ~ ......... n EX~GT[N~ NOt ~5E h E~ ~, ~ I EXiGTiNG~ENiNG -- ~.~ll ,//~rH / / ~: / / A I ~ I ~ ~ / ' ~ ~/ --~_---- ~ X ~ elllI ~I~GE ~/ ~/ / ~ J~.,~ ~ .' IN ,- I I I I N / 4N , , x '. ' .... ~ ' ~ / ~ ~ N ~ <2> i_t --- ~ · , · ~ ~ ~ ~ ~ ...... ,~. L - ~~ ~ ........ x ........ ~ ~ rr ~ ~~T /r ,rl---~- ~ = ' I~ ,~.~ ~ ~ ~5 ~ ~ ~ N~ 1'-4" 1T-I" x'.l.F, q__. 1'-4" I I I , , I SCALE: 1/4" = 1 '-0" SCALE: 1/4"= 1'-0" PARTITION PE8 - NOTES ~ t -EX~TIN~ 2'-T' x 4'-~" ~INDO~ TO ~ 2"x4" ~TWD6 ~ I&" O.C. ~lTN b~,, FIRE CODE "C" NEAP NOTES: -MARVIN: ~UDN 2~12 - 2&3q'l X 33.5II ~ATN~OOM. A. 1'-4" TO 3'-11" OP'~ (2) 2"X~" -NE pA~TIT(ON (EXTE~IO~) (~-2~ VALME): ' ~' ~'-~" TO ~'-H" OP'~* (2) 2"X~I' , 2"X~" 5TBD5 ~ I~" D.C. ~ITM I~ IN~LATION C. ~'-~" TO T-II" OP'~* (2) 2"Xl~" ~ ~ -MARVIN: ~T~2~CM - 5~" x ~ET~EEN ~TWDE. 2,-NE~ MEADE,5 TO ~5 55T ON DOUBLE JACK STUD5 e ~I 112" ~ A W2" FI~ CODE "C" ~.W~. e INT5~IO~ 51DE AND %" A~OVE FINISN FLOO~ (W.ON.) ~ WlTM 112" PLTWOO~ FLITON~ -MARVIN: W~T~23~CM - fl3" x PLATE. - 5XTE~IO~ ~DE PL%~OOD e EXTERIOR SIDE. Legend No,Date Revisions No Date , Issue Seal: Project: SEC: BLOCK: LOT: Project No: ~c~ ~ . ,,~;~ ;, ,,, CIMINO RESIDENCE Dwg. CIUlN0/CD/A-I.I.DW~ NOTE: ~ ~ - ~ENOTES EXISTING ~INDO~ TO ~A~N. 3 ~.13.03:0R BUILDING DEPARTMENT FILING . ~RCH~CrU.~ ~~ ~ ADDITION Dwg No.: - ALL ~INDO~ HEADERS TO ~E (2) 2"X~" U.O~. ~ DOUBLE JAC~ STUDS ~ ALL OPENING50~R ~'-~" ~ - EXISTING PARTITION5 TO ~E DE~O. · PMNNING 725 OAK'AVENUE ~I~E. k4 ) '- NE~ EXF~AU~T F~N. - INT~RIORO~SlGN SOUTHOLD, NEW YORK . J - ~LL ~INDO~5 A~E EXI6TIN~ U.O~.. CONT~TO~ (~) C~, ~~ Drawing: OPENINg5. ~ NE~ 5M~ ~ETECTO~ .......... , ....... ~ ,,~ ,~ ,, ~,,~,~ .... ~,~,,. ~,,, o, :~,,~,~, ..... 2ND FL & ROOF " ExISTIN~ ROOF . '-: ~ zz - F~AFTEF~5 .... ~lx4 CEE:)AI~ TF~lt"fl ON LA~DE~ I~ )/ : - I [~ II I I I I I I I I ~, - / , ,, , , ~ , , , , ,~ x ~,,-- '' ' Fw Fj __. I i , //.~__ .' // /~/ I I / LJ L__&T ........ ~ ........... ~__l ................ j I , ..... :_ .................. .......................... , I I I ~ NED CEDAR 51DIN~ / : ~ ~ ~ FRONT ELEV. ~ ., ,., ,, [ ,, I ..... .... I d I b 3 SCALE: 1/4"= 1'-0" I' " SIDE ELEVATION --- ~ ./%' % .. , ~ SCALE: 1/4"= 1'-0" i I I " L~I~ ~SL_ ~ , -? " ~ 2N~ FL. 2N~ FL. - .,~ ~ ~ " '~'~ : I 1ST FL. 1ST FL.[, I i ~ I I I t I ; I I f I I I ( ( I i t i FJ Fj ] ~ [ I I ~ I I L] I I I I I I I I i I L___~ I SiDE : ' Ill ~ I _m:~ SCALE: I/4" = 1' 0" REAR ELEVATION ~,,:,,:: -,:~ -: :: ~,~,,~,~o~. - SCALE: 114"= 1'-0" ~x,~¢~ .$' 'o~ ~ I =~4 C~'~UI~ /~:::z~~<~ ,,~i..I~ bx / x x ~x (2) LA~E~ ~ ~/4" $HEET~OOK ~ ~ NE~ ~XTE~IO~ F~ONT IST FL. % mt __ _b~-UALL INTERIOR ELEVATION " SCALE: 1/4"= 1'-0"i , ' iL ~ ;1:: '~r~ .... [ ~ = ~ ' I Legend ~, ,, NoDDate Revisions No Date Issue ~, ' ''?:i 1 4.24.03 FOR REVIEW ~ASSOC/ATES~* ~~ CIMI.O RESIDENCE DWg. OIMrNO/CD/A-2.B~ ' , 2 5.14.03 FOR REVIEW. "'" 3 6.13.02 FOR BULLDLNG DEPARTMENT FILING · ~RC~/TECTURE ................ ~ .~..~ ~ ~,~o~ ..................................... 5 OF 7 )EC_.O~,ATiVE F~OOF ~ , 2x4 FF~,4P11Nr~ ~ 16"O.O. ')X6 RiD -': LONQ' ,5~E~=L STP-.~P T NI,9,U~:Q L..T S TO ~ONN~GT TIE (D) P4'~ 12 ~L-- NOTE= Q.C. TO PROVIDE ALL NEoESS~¥ F~OOF St-!OF~INC~ pF~IOF~ TO DEr'ftC ¢ OONSTfi~LIOTION e F~OOF SECTION_ SCALE:3/8" ~- 1'-0" 2NE} FL. , 4:1X4" DT FF~OM ~ TO E~M e MI POF~TION OF EXISTING: F~ONT TO ESE [:)Ei"flOLIS~qED 2XI® 2X8 F~f~'s ~ 16" O.O. IST FL. 2NE} FL. SECTION (~ SCALE:3/$"'= 1'-0" NEUJ C~IF~D)EE~ TO iDE: (D) 2XI2 Legend I$T FL. ~ITU~INOL~S FELT (4) 2X6 F~AFTE~& --AL Date Revisions CEMENT SNOUJN --> SECTIO_]N_ (~ SCALE:3~;~- 1'-0" 12 12 // EXI$TiNC~ / Project No: ~,#io~cBl~lm.I Dwg. c [~ N0/CD/A-3.BW6 2X~ F~,FTE F~ % ~q L__Jf ' ART SE~T -- SF~4,OE ~ ITUJ"'I INOLJS DLE)C~. FELT GIOVANNI PA TAN~ ASSOCIATES STO~GE CEPIENT ~ SNOUJN 4 F'----- _, [ Q~ SECTION NOTES Dwg No.: 12 6OF7 Date REVIEW REVIEW BUILDING DEPARTMENT FILING 4.24,03 5.14-,03 6.13.03 1- TECO FF~AMIN~ CONNECTOR 2- hlEMESRANE LUATEF~.f=F.~OOF 3- EXI$TLNC= ~oOF E~E~ffONID 4- NELLJ ~OOF ~AFTEF~S 5- EXIBTINC~ UJooID NOTE ObdlTTE~). ]- CONT. METAL FLABNINC~. 8- ~ID~E 'VENT. COMP~SDED ~-13 INBULATiON R-I~ FOIL FACED ~ATT INBdL~TION. Project: SEC: BLOCK: LOT: C~ ~--R-'E S I O E N---~- ADDITION 725 OAK AVENUE SOUTHOLD, NEW YORK Draw/nE: SECTIONS (~ RIDGE END DETAIL (~) FLOOR / JOIST DETAIL (~ JOIST LAP DETAIL SCALE:,"--,'~" SCALE: 1" = 1'-0' ~-p' MI~_ -' SCALE'. 1" IF A 15~AF~Ii'~ WlALL ///r 2X4 pLATE TO JOISTS. -- ///~ -- 2"X4" PLATE FEtE ELEVATION6 ~I~CTL~ BELO~ ~ I~" FI~ ~DE I/2" FI~ ~DE P~E~E JOleT ~L~ p&~ITI~ [ ~ ~%% R-I~ IN6ULAT[~ NOT~ ~ WALL / JOIST DETAIL . ......~,.,, ,.. _~ WALL / JOIST DETAIL ~ WPICAL RAFTER END DETAIL ~ WP.s=LE: ,.ROOF= ,.~. DETAIL ~ S~LE: 1" = 1'~' S~E: 1" = 1~ S~E: 1" = 1'~" , / - ' ~~ DETAIL ~ PART SECTION ~ FOUNDATION WALL ~ ' DOWELING [OU~AIIO~ ,,.,, ~ No. Dete Revisions ~_ Date Issue ~~~~ GIOVANNI PA TAN~ ~ ~ct: SEC: BLOCK: LOT: Project No: ~c~/ Legend ....... __ 1 7.23.03 :ER BUILDING DEPARTMENT OBJECTIONS ~,4,24,03 FOR REVIEW ASSOCIATES , CIMINO RESIDENCE Dwg. ClMINO/CD/A-3,DWG '¢ 2 5,14.03 FOR RENEW. ADDITION DwgNo.: : ' P~NNIN~ ~5 OAK AVENUE ~ · ~N~mORO~S~N ~UTHOLD, NEW YORK ~ , Figure 3.2a. Sill Plate Anchorage to Concrete Foundation Wall . ~ . d Figure 3.2b Sill Plate Anchorage to Masonry Foundation Wall plate Figure 3.2c Bottom Plate Anchorage to Slab-on-Grade Table 3.1 Nailing Schedule , 8d lOd O~pIoo1 Wollbo~d~ 3.2.1.7 Watt Assembly or Sill Plate to ~oundation Sill plates or wall bo~om plates shall be anchored to the fouadatian system to resist iatcmi and shear loads from wind ia accordance with thc requirements of Table 3.2. Prescriptive solutions are provided for sill plate to foun- dation th Table 3.2A, and for bottom plate to fotmdafioo th Table 3,2B. Sill plates or wall bottom plates shall be anchored to the foundation system to resist shear loads from seismic in accordance with the requirements of Table 3.3. Prescriptive sohitian~ are provided for sill or bottom plate to foundation in Table 3.3A. A minimum of one anchor holt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a mfol- mum embedment of 7 inches in concrete foundations and slabs-on-grade or 7 inches in masor~y block foundations when resisting lateral ~md shear loads only (see Figures 3.2a-c). Anchor bolts shall be located within 12 inches of comers and at spacings specified ia Tables 3.2A-B or Table 3.3A, bul not exccedhig fi feet on center. SHI plates or bottom plates shill have thll bearing on the foundation system. 3.2.2.3 WallAssembly to Foundation First floor wall studs shall be oo~nectcd to the foun- dation, sill plate, er bottom phite in accordance with thc requirements of Table 3.2, Prescriptive solutions for stud to foundation, sill plate, or bottom plate are provided in Table 3.4B (see Fi~ures 3.2a-e). A minimum cfa 1¼"x20 gage ASTM Afl53 Grade 33 steel strap shall be nailed to the studs in accordtmee with Table 3.4B anti have a m~J- mura embedment of 7 baches th concrete foundations and slabs-on.grade, 15/riches hi masom'y block foundations, or be lapped under the plate/md nailed hi accordance with Table 3.4B (see Figures 3,2a-e). When the steel strap is iappell reader the bottom plate, 3-hieh square washers shall be used on the anchor bolts and anchor bolt spacings shall not exceed the requ:remeots specified ia Table 3,2C. Steel straps embedded gt or in contuet with slab-on-grade or masonry block foundations shall be hot-dipped galvanized after fabrication, or manufactured from O185 or Z450 galvaniaed steel. L 'Legend Figure 3.2d Wall Assembly to Permanent Wood Foundation Wnll Stud Bottom Plata Band Jo~lIng ,{see 3,2,2.2] 3.2.2,2 WallAssembly to WallAssembly Story to story uplift connections from upper story waU stud to lower story wall stud shall be in accordence with the requirements of Tabia 3.4. Prescriptive solutions arc provided hi Table 3.4B~ When upper story wall studs are not located dkeelly above lower story wall studs, the studs shall be attached to a common member th the floor assem- bly with upllfr connections in accordance with Table 3 A. Table 3.4B Uplift Strap Connection Requirements - Exposure B (Roof-to-Wall, Wail-to-Wall~ and Wail?to-Foundation) (Prescriptive Alternative to Table 3.4) Ta~ble 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection Requirements - Exposure B (Prescriptive Alternative to Table 3,4) Revisions PER BUILDING DEPARTMENT OBJECTIONS Figure 3.8a Corner Stud Holddown Detail - 3 Studs With Blocking Figure 3.8b Corner Stud Holddown Detail - 4 Studs Figure 3.10a Ridge Beam Details '2-16d Common nails at :J.O" O,C, connected to transfershear Figure 3.8c Interior Stud Detail ..E 3.2.5 Special Connections Rafter~ 3.2.5.1 Ridge Straps Ridge straps shall attach to opposing ra~ers in Ridge Beam~-....~.~/'~ ~,,~ii : .~ Corner stud accordance with the requirements given in Table 3.6. Holflflown ~r°annn~C~tretdheta°r Prescriptive solutions are provided in Table 3.6A. 2-16d Common is Figure 3.10b Ridge Board and Ceiling Joist Detail at 6" / Ridge Board ~/Collar Tie (Collar Beam Figure 3.8d Top Plate Intersection , . Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure (Prescnptlve Alternative to Table 3,6) T~.S~co.~6~tWa~Sp.,d(mp~) [ iS I ~0 [ 100 [ Il0 ] 120 [ 130 [ 140 I 150 12 I i 2 2 2 3 3 4 16 1 2 2 2 3 4 4 5 20 2 2 2 3 4 4 5 6 3.12 24 2 2 3 3 4 5 6 7 Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements (Prescriptive Alternative to Table 3,9) I2 4 7 10 4 8 12 6 Il 17 8 15 22 3:J2 16 5 9 '13 5 10 15 8 15 22 10 20 29 192 6 11 Iff 6 12 18 9 18 27 12 24 35 24 7 13 19 8 15 23 Il 22 33 15 29 44 12 3 5 8 3 6 9 5 9 13 fi [1 17 4:12 I6 4 7 10 4 8 12 fi Il 17 8 15 22 19.2 4 6 12 5 9 14 7 i4 20 9 18 27 24 5 10 15 6 12 17 9 17 25 11 22 33 12 3 4 6 3 5 7 4 7 10 5 9 14 5:12 16 3 6 S 3 6 9 5 9 14 6 12 18 AMERICAN WOOD COUNCIL GIOVANNI PA TAN-~ ASSOCIATES ' ARCHITECTUR~ ' PLANNING I Sea/: /ect: SEC: E LOC : o RES D .C OLD, NEW YORK ~ I ~awmg: LOT: Project No: ~/~o~cl~/ret~g Dwg. CIMINO/CD/R-2.~WG Dw9 No.: R-2