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Home My WebLink About36625-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 5/11/2012 CERTIFICATE OF OCCUPANCY No: 35594 Date: 5/11/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 28100 Route 25, Orient, Sec/Block/Lot: 18.-6-22.1 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/4/2011 pursuant to which Building Permit No. 36625 dated 8/15/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations, including covered entries and screened porch, to an existing one family dwelling as applied for. The certificate is issued to Smith, Andrew & Smith, Jennifer (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIHCATE NO. PLUMBERS CERTIFICATION DATED 4/20/12 R10-11-0023 4/11/12 36625 4/16/12 Peconi~umbing//2~ ~.~ /~ & H~ting Cont LLC /A~t~rizeC/Sign~{ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36625 Date: 8/15/2011 Permission is hereby granted to: Smith, Andrew & Smith, Jennifer 26 Lefurgy Ave Hastings-on-Hudson, NY 10706 To: alter an existing single family dwelling as applied for At premises located at: 28100 Route 25, Orient SCTM # 473889 Sec/Block/Lot # 18.-6-22.1 Pursuant to application dated 8/4/2011 To expire on 2/13/2013. Fees: and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ALTERATION TO DWELLING Total: $1,703.60 $50.00 $1,753.60 Building Inspector Form bio. 6 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OccUPANcy This application must be filled in by typewriter or ink and submitted to the Building Department with the following: For new building or new use: 1. Final survey of property with accurate looation of all buildings, property lines, streets, and unusual natura} or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3-. Approval of electrical instalIation l~om Board of Fire Underwriters. 4. Sw. om star, neat from plumber ceaifying that the solder used in system contains less than 2/10 of 1% lead. 5. Comr,~rcial building, industrial building, multiple residences and similar buildings and installations, a certificate of Cede Compliance'from architect or engineer responsible for the building~ 6. Submit planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming useS, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusuat naturai or topographic features. 2. A properly c~mpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Buikiing Inspector shall state the reasons therefor in writing to thc applicant. C. Fees 1. Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Altexations to dwelling $50_00, · Swimmirig pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00~ 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of. Occupancy - $:25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. /~ff~r t I ~ J~, JO~ ~ New Construction: Location of Property: Hous~ No. - Owner or Ownem of Property: Suffolk County Tax Map No 1000, Section Subdivision Health Dept. Approval: Planning Board Approval: Old or Pre--existing Building: '~/ (check one) Street B lock ~ Lot Filed Map. Lot: Date of Permit. ~ ]l ~/( I ( Applicant:. Unden,¢ritem Approval: Final Certificate: Request for: Temporary Certificate Foe Submitted: $ ~ (p~d./ Hamlet (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ NY 11971 0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qer, richert~town southo d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Smith ~,ddress: 28100 Rt 25 City: Orient St: NY Zip: 11957 3uilding Permit #: 36625 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE ,3ontractor: DBA: G&S Electric License No: 578-6 SITE DETAILS Office Use Only Residential [~ Ind°°r F~ Basement ~ Service Only~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures [~] Wall Fixtures ~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture [~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures ~ TVSS 200a overhead service, 1 well pump, 2 heat pumps, 110 ft of track lighting 35 ft of multi port recpticle strip, 5 paddle fans, 4 exhaust fans, 1 gas heater, 4 ARC fault circuit breakers, 1 GFCI circuit breaker Notes: Inspector Signature: Date: April 16 2012 81-Cert Electrical Compliance Form.xls Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York I 1971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this Notary Public, State of New York TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [,,"] FOUNDATION 1ST [ ] ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /~~~ DATE l / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] F~NDA~ [ ] INSULATION [d FRAMIN~RAPPl~) [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~1 )/~ ~/~ ~'~-~ ~-- DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY ~,~LECTRICAL (ROUGH) [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELE~'~rRICAL (FINAJ.) REMARKS: DATE INSPECTOR?__J~~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION FOUNDATION 1ST [~/] ROUGH PLBG. /]/F~U~.~ON 2ND [ ]INSULATION ~FW I NG~STRAPPI NG [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ]ELECTRICAL (FINAL) REMARKS: '/~~ '~.~ , DATE~INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIR~ETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [p2~FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL} REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: [ ] R~J~PLBG. [//J INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] Rou~u~4"PLBG. [ ] FOUNDATION 2ND [~'INSULATION [ ] FRAMING / STRAPPING [ ] FIN~//~ [ ] FIREPLACE & CHIMNEY [ ]/~iE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI_~NALI REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~ ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] RO~GA PLBG. [ ].~NSULATION [ I/]' FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSlllUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA.~ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:~/~.L JD/~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~I~ATION [ ] FRAMING / STRAPPING [ ~,,,]"'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK~ .... DATE ;/ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ~ SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined ; 20 Approved t~ 20~// Disapproved a/c PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mailto: Phone: Expiration 4~, 20 L55 .O ~ [~ (2 r,~ ~ ~ii'~ ~ t~1 ' B-uildinglnspector ! n~l , , om! ~ICATION FOR BUILDING PERMIT ~[~ ~.L~% n [ STRUCTIONS ~cation 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 wate~ays. c. The work covered by this application may not be commenced before issuance of Building Pe~it. d. Upon approval of this application, the Building Nspector will issue a Building Pe~it to the applicant. Such a pe~it shall be kept on the premises available for inspection t~oughout the work. e. No building shall be occupied or used in whole or in pa~ for any pu¢ose what so ever until the Building Inspector issues a Ce~ificate of Occupancy. f. Eve~ building pe~it shall expire if the work authorized has not commenced within 12 months a~er the date of issuance or has not been completed wkhin 18 months ~om such date. If no zoning amendments or other regulations afl~cting the prope~y have been enacted in the interim, the Building Nspector may authorize, in writing, the extension of the pe~it for an addition six months. Thereafter, a new pe~it shall be required. ~PLICATION IS HE,BY M~E to the Buil~ng Depa~ment for the issuance of a Building Pe~it pursuant to the Building Zone Ordin~ce of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Re~lations, for the construction of buildings, ad~tions, 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 necessa~ inspections. (. ~ 2~/6.~(~_. (~namro/o~ applicant or name, if a co¢oration) (Mailifi~ ad,ess of ~p~licant) ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer builder (Name and title of corporate officer) Builders License No. 'N/0~xJ ~x.'~x.} Plumber~ License No. Electricians License No. Other Trade's License No. Localjon of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block ~ Filed Map No. Lot State existing use and occupancy of premises and intende~d use and occupancy of proposed construction: a. Existing use and occupancy ~.~[ ~x~) ~, ~ :~'/6c ~x]~ \ ~.,'q~ b. Intended use and occupancy 3. Nature of ~9,rk (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~ ~).~)~)O Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofexisting structures, ifany:Front ,,~-/~, "2' Rear 59'9-) Depth Height ~ ~ Number of Stories I Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front 'ZT~/~[k/~--/Rear .Depth Height Number of Stories 9. Sizeoflot: Front ~-~' Rear /S ~ ~'~5 .Depth ,/~c"c~, t09_ Rear 10. Date of Purchase Name of Former Owner 11. 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 NOyWill excess fill be removed from premises? YES NO 14. Names of Owner of premises t'x'~Q ,.~I~[~ ~ Address/.-¢ [.~¢0F',~¢ ~_,Phone No. Name of Architect ~Z~C ~~ Address ~ ~ONTS~ PhoneNo ~' NameofCon~actor x~kl ~¢~ Address 1~ 0~PhoneNo. 15 a. Is this prope~y within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO -~ * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this prope~y within 300 feet of a tidal wetl~d? * 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. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO J¸ STATE OF NEW YORK) SS: COUNTY OF~~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the No. 01BU6186050 (Contractor, Agent, Corporate Officer, etc.) Commi~ion Explr~ &o~114, 2t~1 I of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Notary Public Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · ['ax (631) 76&95Q2, rofler.nchert~town.soumo~o.ny.us IREQUESTED BY: Company Name: BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Date: Name: License No.: Address: Phone No.: JOBSlTE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: ~-o~ Permit No.: ~bb ,Q.,W' Tax Map District: 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) Block: Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: (~/NO YES O Rough In Final Temp Information (If neededl *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 13, 82-Request for Inspection Form Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSBSSMENT FORM PROPERTY LOCATION: S.C.T ~ THE FOLLOWING ACTIONS MAY REQUIRE THE SUr~!~$!ON OF A nmr;ct ~ '~'--~ $~O~'M'WATE' GRABING~ DRAINAGE ANB EROSION CONTROL PL'U C=~; ;rmu BY A ;SIGH PR~.~iOHAL IN THE STATE OF NEW YORK. $CO?;. OF WOI~E - ?ROPO$7_~D CONSTRUCLilON ft'~#/WO]U[ASS~SM]i2qT ~ Yes No a. WbeUsthe Tof;dAmaofthePmjeofParcois? (InclndeTotelArea~allParceislocaledwlthln ~(~ ~/'~,~ .t Wl~lhisProjantRel~lnAllStomt-WaterRun. Off the Scope of Work for Pmponed Consth.,c&~) Genen~ed by a Two (2") Inch Rainfall on S~te? , b. What b the TOfal Ama of Land Clear~g (s.F. ,' ~) (Thb. ltom will Inc~de all run-off oreated by site ~ and/or Gn)und Disturbance for the proposed Site Impmvemonts and the pennonent cma~n of constmctton activity? · (s.~=.l.~) impervious surfaces.) Drainage Structures Indlcat}ng Size & Location? This Item.shall thdude all Proposed Grade Chengas and Slopes Controlling Sudace Water Flow. 3and~°"sedimentthe Site controIPlan and/or Survey dasc~ha the erosion. ./~ prasitces that will be used to conlrct site eresto~ and st~'m water discharges. This v item musl ha maintained Ihroughot~t the Entire 4 Wiil this Project Require any Land Filling. Grading or Excavation where there is a change to the Natural ~ Existing Grade Involving mom than 200 Cubic Yards~ __ of MatoHal within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand~ V (5,000 S.F.) Square Feat of Ground Surface? -- 6 Is thore a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction ~ I General DEC SWPPp Requirements: or within One Hundred (I00') ;eet of a Wetland orL~J -- which Exceed Fiiteen (15) feat of VerUcal Rise to including Construction actfHfles invoking soil disturbances of less than one (1) acre where One Hundred (100') of HoHzcotal Distance? the DEC has de~nn~ed that a SPDES permit is required fo~ storm water discharges. SWPPP's Shall meet ~he Mlnhaum Requirements of I~e SPDES General Pemtlt 8 Will Driveways, Parking Areas or other Impervious sulx,itted !o toe Depadment prlx tu the commencemen~ of mmtn~on ac~vi~y. Into and/or in the direction o~ a Town right-of, way? 2'TheSWPPPshall~lheer°si°nar~Jsedlme~co~ttmllxact~andwh~e ' 9 WillthlsPmJantRequlretheP~acomentofMatarial. cem~m~ed to reduce Iha pelutsnts k~ storm wets~' d~'m~ge~ ami to aasumrequ~:l, post-consUucUon ,tsm~ water management praclfces thof val be used and/or ItemRern°val of Vegetollon and/or the Constmctkx~ of anyWith[n the Town Rlght-~-Way or Road ShonMer D ceml~mce with fha tsrms and condil~o~s of thb penntL In additl0n, iha SWppp shal Ider, ue/pc~aml~ seumm~ of pea~tkm which may masorrably ha a0q~:tsd to affect the STATE OF NEW' YORK, ~, ~,~ ;2 ~' ~.m.-~iE D Notary Public, State o~ New York COUNTY OF .......... ~.. L..%~.....~... SS Ne. 0; BUS185050 Q~allfled in ~ Coul~ty And that he/she is the ..................... Owner and/or representative of the 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 tnl¢ to the best of his knowledge and beliei~; and that the wOrk will be performed in the manner set forth in the appl[ca~on filed herewith. FORM - 06/10 M E R Y L K R A M E R Ms. Patricia Conklin Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold, NY 11971 August 2, 2011 RE: Smith Residence Tax Map # 1000-18-06-22.1 Dear Pat, Attached please find the following: Three copies of the Construction Drawings sheets AO thru A7 Res Check report Completed building permit application · Application feeof $250.00 Please let me know if you reqmre fur[her documentation regarding this permit application. Best Regards, ~, AIA LEED AP Cc: Andrew and Jennifer Smith 218 FRONT STREET P 0 BOX 683 GREENPORT. NY 11944 631-477-B736 WWW.MKARCHITECT COM CPs I~0'° 16.3 ~- RUNOFF FLOW '~--J ,'~AIN RUNOFF CALCULA TION$ HOUSE - DRIt/~WAY ~ERVlOU~ 380? s~.fL 3807 x .70 ~ 0.17 ' 453 cu. Il. EX/8 ~ 3.4 PROVDE 4 ~ ' ~ ~VA T/ON 0 TEST BORI~ -- 31~9/11 DARK BR. LOAM OL BROWN SlL T~I- WA TER IN PALE ~ FINE SAND SURVEY OF PROPERTY A T ORIENT TOFN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000--18--0~--~2.1 SCALE: 1'=$0' SEPTEMBER 21, 2010 OCT. ZO~ ZCXO MON. FNDJ dUN~ F.I~ EOII (ADDITIONal AU~. 15, ZO/I Feb. 9~ ZOI2 fflnel) PROP. NEW SEPTIC SYSTEM 5 BEDROOMS 1500 .~AL. PR~CA&T CYLINDRICAL SEPTIC TANK 3 - 8'P "~.5' DEPTH LEAC~ 3' ABOVE ~ WA T~ Z.I R~V~ EXIST~ ~RT~ SYSTEM & R~LACf WITH 1500 ;~ ~PT~ TANK on4 a4/ o~de by IM condlions se/ for/h IIMrei~ o~ on /he ~er~il Io co~lrucl. ELEVATIONS ARE REFERENCED TO AN A&~$f.~AED DA rUM. CERTIFIED TO: M~OM~I ~ TY · A TI~ ,IAI P~E ~N ~ A~ C~T~ ~ S~FA~ SEWAGE ~ ~ ~O~L SYSTEMS F~ ~E ~d' ANDREW SMITH JENNIFER SMITH ~ ' ~i~: FIRST AMERICAN TITLE INSURANCE COMPANY i'~.. ~': ~: ClTIMORTGAGE, /NC, /TS SUCCESSORS OR ASSIGNS / /AREA= , 3 SO. ~NY AL~RAn~ ~ ~l~ rO mis SURLY IS A .OL~n~ '$ P.C. ~ SgCn~ 720~ mE ~ Y~K Sr~ EOUCAn~ LA~ , (6al) 765-5020 FAX (6al) 765-1797 EXCEPT AS PER ~C~ 7209-SUBDI~ 2. ALL CER~CA~S / ~ ~ ~v HERE~ ARE VALID F~ ~lS MAP ~D C~IES ~ERE~ ~Y IF / ~'~' ~ ~ SAID MAP ~ COPIES ~AR ~E IMPRES~D ~AL OF ~E SUR~Y~ ~ 1250 ~A~LER STREETI ~OSE ~GNA~RE APPEARS HERE~. ~ SOU~OLD, N.~ 11971 N Water Line(s) _MUST Be Inspected By The Suffolk County Dept. Of Health Services. Call 852-5700, 48 Hours in Advance, To Schedule Inspection(s). v, (s.~ ~) ,~H~-? ANT SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-18-06-22.1 , SCALE: 1'=30' SEPTEMBER 21, 2010 OCT. ~0~ L~3~O ~ FNDJ JUNE gl, gOII (ADDITIONS) E~EVA T'IONS ARE REFERENCED TO AN A~,~I. IMED DA TUM TEST BORfNG ~/11 0.5 4' 8' IE DARK BR. LOAM OL BROWN $1L T ML ~[ TY ~4ND ~ PALE ~0~ WA TEE IN PALE B~ FINE SAND ~A ~ IN PALE ~ ~ TY PROP. NEF/ SEPTIC SYSTEM 5 BEDROOMS I t 1500 ~4L. P~EEAST CYLINDRICAL SEPTIC WI~H 3' EA~ COLLAR 3' ABOVE ~0~ WA T~ EL Z.I R~OVE EXIET~ ~PTIC SYSTEM R~LACE WITH 1500 ~ SEPT~ TANK SUFFOLK COUNT~'DEPART,~'~.~ OF HEALTH SERVI~CE$ PERMIT FOR APPEOV$ OF CONSX,~C~TION FOR A SINOLE FAMILY RESlD~N¢~' O'~LY JUN Z 9 2011 --.~. APPROVED FOR -- ~EDP, OOM$ EXPIRES THE; FROM DATE OF AND CONSTRUCTION OF SUBSURFACE SELVAGE DISPOSAL SYSTEMS FOR SINGLE ee8 ~ ~ ~y I1~ col~Jlions se/ forlfl I#erei~ e18 on l/~e t~'~il Io co~#ucl. cOnformanCe, CERTIFIED TO: ANDREW SMITH JENNIFER SMITH FIRST AMERICAN TITLE INSURANCE COMPANY CITIMORTGAGE, INC., ITS SUCCESSORS OR ASSIGNS AREA-39,773 SO. FT. · =MONUMENT · =PIPE ANY ALTERATION OR ADO/nON TO THIS SURVEY IS A ~OLAnON OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBD/i4SlON 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF SAID MAP OR COP/ES BEAR THE IMPRESSED'SEAL OF THE SURVEYOR WHOSE S/GNA TURE APPEARS HERE(~V, >tCON/C ~O~S) ~ ~~ (671) 765-5020 FAX (671) 765-1797 P.O. BOX 909 12J0 ~AVELER S~EET~ I N EL 13.9 -- RUNOFF FLOW DRIVEF/AY ~PERVlOt. I~I 3807 sq. fl. 3934 3807 x ,70 ~ 0.17 ~ 453 cu. ff. II~E cu. ft.14Z, E = 27 VF ~ ' ~ROP ~EVA TION TEST 80R~G ~9111 0.5 2.5 4' 8' 10.3 DARK BR. LO,Ali OL BROWN SIL T-'~L PALE 8MOWN I~NE ~4ND SP 4I.E ~0~ 4LE ~0~ WA TER IN PALE ~ FINE SAND ~ ~ TY ~IA TER IN PALE EL 12.4 ~<~. PROP. NEW SEPTIC SYSTEM 5 BEDROOMS I : 1500 8AL. PRE(~AST CYLINDRICAL SEP TIC TANK 3 - 8'f x 6.5' DEPTH LEACHING WITH 3' SAND COLLAR (SWl 3' ABOVE GROUND WATER EL 2.1 REMOVE EXISTING SEPTIC SYSTEM & REPLACE WITH 1500 ge/ SEPTIC TANK I ~ lam/~ mi~ 11~ AMI) CONSTRUCTION OF SUBSURFACE 4GE DI~OSAL SYSTEMS FOR S~E ~ ~ ~ ~y ~ co~lions sel forl~ I~r~ ~1 Io co~ucl. ELEVAT/ONS ARE REFEREblC~ZT'TO AN A,.~&YJ/4ED DA TUM. CER T/F/ED TO: ANDREW SM/TH JENNIFER SMITH FIRST AMERICAN ~TTLE INSURANCE COMPANY C177MORTGAGE, INC., ITS SUCCESSORS OR ASSIGNS AREA=39,773 SO. FT. · =MONUMENT · =PIPE ANY ALTERATION OR ADDITION TO THIS SURt, EY IS A VIOLATION OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-18-06-22.1 SCALE' i'--30' SEPTEMBER 21, 2010 OCT. ~0, £0~0 tJ~SN. FNDJ ' dUNE 21, gO// ~4DDITIONSI AUG. 15, 8011 (ADDITIONSt N~ Tile Iocalio~ of ~s ~ cesspo~ s~own ~re~ ~e from field o~ervalJ~s ~d ~ fram data obt~ed [r~ ol~s. T~el~e I~r Iocali~s ~d or exist~ce / / co'. ~.~'.~v:~:~/r \ ~tCONIC ~YORS, P.~ (651) 765-5020 FAX (651) 765-1797 P.O. BOX 909 1230 ~A~LER S~EET~ ~ou~o~o, ~.~ .~ ~ ~0-2~0 I Generated by REScheck-Web Software Compliance Certificate Construction Type: Project Type: Building Orientation: Heating Degree Days: Climate Zone: Construction Site: 28100 Main Road Orient, New York 11957 Project Title: Smith Residence Renovation Energy Code: 2010 New York Energy Conservation Construction Code Albany County, New York Detached 1 or 2 Family Addition/Alteration Bldg. faces 0 deg. from North 6894 5 Owner/Agent: Meryl Kramer Meryl Kramer Amhitect PO Box 683 Greenport, New York 11944 631-477-8736 meryl@ mkamhitect.com Compliance: 5.0% Better Than Code Maximum UA: 505 Your UA: 480 Designer/Contractor: John Bertani Bertani Builders 1380 Oakweed Drive Southold, New York 11971 631-765-1594 Wall: Wood Frame, 16in. o.c. Orientation: Front Window: Metal Frame, 2 Pane w/Low-E SHGC: 0.29 Orientation: Front Wall: Wood Frame, 16in. o.c. Orientation: Back Window: Metal Frame, 2 Pane wi Low-E SHGC: 0.29 Orientation: Back Wall: Wood Frame, 16io. o.c. Orientation: Left Side Window: Metal Frame, 2 Pane w/Low-E SHGC: 0.29 Orientation: Left Side Wall: Wood Frame, 16in. o.c. Orientation: Right Side Window: Wood Frame, 2 Pane w/Low-E SHGC: 0.29 Orientation: Right Side Ceiling: Cathedral Skylight: Wood Frame, 2 Pane w/Low-E SHGC: 0.48 Floor: All-Wood Joist/Truss Over Uncond. Space 495 2t .0 1.0 23 75 O.330 25 516 21.0 1.0 27 24 0.330 8 866 21.0 1.0 42 83 0.330 27 885 21.0 1,0 43 96 0.330 32 4340 30.0 1.0 141 62 0.270 17 3073 30,0 1.0 95 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other caioulations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Project Title: Smith Residence Renovation Data filename: Report date: 08A)2/11 Page 1 of 5 Generated by REScheck-Web Software Inspection Checklist Ceilings: [J Ceiling: Cathedral, R-30.0 cavity + R-1.0 continuous insulation Comments: Above-Grade Walls: ~1 Wall: Wood Frame, 16in. C.C., R-21.0 cavity + R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-valuo rating across fuil area of the wall. Comments: ~J Wall: Wood Frame, 16in. C.c., R-21.0 cavity + R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall, Comments: Wall: Wood Frame, 16in. C.C., R-21.0 cavity + R-I.0 continuous insulation Continuous insulation specified tot this above-grade wall has consistent R-value rating across full area of the wall. Comments: Wall: Wood Frame, 16in. c.c., R-21.0 cavity + R-1.0 continuous insulation Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall. Comments: Windows: Window: Metal Frame, 2 Pane w/Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window: Metal Frame, 2 Pane w/Low-E, U-factor: 0,330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Comments: Yes No Window: Metal Frame, 2 Pane w/Low-E, U-factor: 0.330 For windows without labeled U-factors, describe featurss: #Panes Frame Type Thermal Break? Comments: Yes No Fi Window: Wood Frame, 2 Pane w/Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note: Up to 15 sq,ft, of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Skylights: ~1 Skylight: Wood Frame, 2 Pane w/Low-E, U-factor: 0.270 #Panes Frame Type Thermal Break? Yes __ NO Comments: Floors: Fl Floor: Ali-Wood Joist/Truss Over Uncond. Space, R-30.0 cavity + R-1.0 continuous insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Project Title: Smith Residence Renovation Report date: 08/02/11 Data filename: Page 3 of 5 Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are either 1) Type lC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type lC rated and ASTM E283 labeled, or 3) installed inside an air*tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Sunrooms: Sunrooms that are thermally isolated trom the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor ol 075. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. InstJlation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value, Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for al~ installed heating and cooling equipment and service water heating equipment have been provided~ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications, Duct Insulation: ~ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. I~ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181B, Building framing cavities am not used as supply ducts, [] Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. [] Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: CI Cimulating service hot water pipes are insulated to R-2, Cimulating service hot water systems include an automatic or accessible manual switch to turn off the cimulating pump when the system is not in use. Certificate: [] A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD: (Building Department Use Only) Project Title: Smith Residence Renovation Data fiJename: Report date: 08/02/11 Page 4 of 5 ~2010 New York Energy Conservation Construction Code Certificate Ceiling / Roof 31.00 Wall 22.00 Floor / Foundation 31.00 Ductwork (unconditioned spaces): Window 0.33 0.29 Skylight 0.27 0.48 Door Heating System: Cooling System: Water Heater: Name: Date: Comments: :~ON LSTA- 20 GAGE RIDGE STRAP- ALL ROOF RAFTERS 2 x 6 TIE ~ EACH RAFTER IN LIEU OF STRAP. APA RATED plYWOOD TO EXTEND TO TOP OF TOP pLATE PROVIDE SOLID BLOCKING AT ALL SUPFLOOR EDGES -RRST 'IWO BA~S OF FRAMING-TYP. WRAP + NAIL STRAP PLATE AT ANCHOR BOL' 2x) TOP PLATE 2x6 ~d.6" O.C. STUDS STRAP TO S~JD W/4 - 8d NNLS 4d NNLS) AROUND SILL (2) #5 REBAR SEE DWGS. FOR DESIGN. SECTION ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE HURRICANE CUP 0 16" O.C. k~ COMMON NNLS 0 4' O.C. AT EXTERIOR EDGE OF ALL SHEATHING. STRAP ~ JACK FOST SIMPSON LSTA24 {~ S~JDS W/ 4-8d NNLS ~ 48" O.C. EACH EN D, TYP. PLYWOOD SHEATHING TO OVER LAP BOX BEAM- TOP + BOTTOM. SIMPSON Ms'r27 11/2" WIDE - 20 GA~E METAL STRAP ~48" OC. +12' FROM EACH CORNER WRAP AROUND SILL PLATE NAIL SHEATHING TO SILL PLATE 8d NAILS @ 4" O.C. 2 x 6 SILL PLATE ACQ TREATED. 5/8" x 12" @48" OC. w/ FENDER WASHER. HURRICANE CLIP TYPICAL FLOOR JOIST ELEVAI~ON SIMPSON LSTA36 1 ~1' WIDE- 18 GAGE METAL STRAP ~ JACK POST W/4-Bd NAILS, EACH END, TYP. NNLS TYPICAL ~1" WIDE-20 GAGE METAL STRAP ~ 48' O.C. MAXI. W! 4~8d NNLS- EACH END, TYP. FDSNDAI10N HOLD DOWN + SHEAR CONNECTION CRITICAL PATH '~--~ABLE RO0 ~ GABLE ROOFS I0'< (~.< 45" COMPONENT AND CLADDING PRESSURE ZONES NAILING SCHEDULE Joint Description I Nail Sizes J Nail Spacing ROOF FRAMING WALL FRAMING DRAWING LIST SHEET No. DRAWING TITLE CODE SHEET A1 PROJECT NOTES DATE PERMIT 7-29-11 NOT ISSUED EXTERIOR ELEVATIONS A2. WINDOW AND DOOR SCHEDULES PERMIT 7-29-11 A3 FIRST FLOOR DEMOLITION PLAN 3ERMIT 7-29-11 A4 FIRST FLOOR PLAN PERMIT 7-29-11 PERMIT 7-29-11 PERMIT 7-29-11 EXTERIOR ELEVATIONS FLOOR FRAMIN~ ROOF SHEATHING CEiUNG SHEATHING WALL SHEATHING FLOOR SHEATHING LEGEND SECTION NUMBER SHEET NUMBER Alternate to 120 MPH Certified Window Installation Plywood Panel Window and Door Protection for Wood Framed Buildings SITE DATA SCTM# 1000-18-6-22.1 PROPERTY ADDRESS 28100 MNN ROAD, ORIENT, NY ANDREW SMITH AND JENNIFER SMITH OWNER SITE- 39,773 SF. LOT COVERAGE EXIST. HOUSE- 3727 SF. PROPOSED ENTRY DECK AND RAMP N:)DmONS- 251 SF HOUSE WITH PROPOSED ADDITIONS 3978 SF LOT COVERAGE -10% ZONING R-80 SURVEYOR PECONIC SURVEYORS, FC 1230TRAVELER STREET, SOUTHOLD, NY :3.1971 BUILDING HEIGHT ALLOWABLE- 35 FEET ENERGY CODE HOUSE EXCEEDS MIN. REQUIREMEN~ SET FORTH BY N.Y. STATE RESIDENTIAL BUILDING CODE- SEE ATTACHED REPORT DESIGN CRITERIA TYPE OF CONSTRUCTION - WOOD PLATFORM FRAMING - DOUGLAS FIR #2 SNOW LOAD-45 PSF. FIRST FLOOR- LLAO PSF. SECOND FLOOR- LL 30 PSF. WIND SPEED- 120 MPH. FROST LINE DEPTH - 36' SEISMIC ZONE- B WEATHERING - SEVERE TERMITE DAMAGE- MODERATE/HEAVY DECAY - MOD/H'VY ICE SHIELD UNDERLAYMENT REQUIRED SYMBOL ELEVATION SYMBOL ELEVATION NUMBER SHEET NUMBER DETAIL FLAG SYMBOL DETNL NUMBER SHEET NUMBER COLUMN UNE ELEVATION MARK EQUIPMENT NUMBER REVISION SYMBOL WINDOW V-CUT SHEAR BLOC~NG ~ RAFTERS 1314' x 16' LVL BON:~D FOR 8HEAB BLOCKING (BETWEEN JOISTS). FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. MAXIMUM ALLOWABLE V-CUT SHEAR BLOCKING AND VENTILATION HOLES SHEAR BLOCKING DETAILS ABBREVIATION DESCRIPTION DOOR NUMBER CMU SYMBOL GYPSUM WALL BOARD METAL CONCRETE (SECTION) AlEE FOUNDATION NOTES THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER/ARCHITECT PRIOR TO CONSTRUCTION. 1, ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. 2, ALL REBAR ASTM A-615 GRADE 60. 5. FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED A MINIMUM OF .3' BELOW GRADE UNLESS INDICATED OTHERWISE. 4. THE ARCHITECT IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING EXCAVATION. UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL, 5. BACKFILL ALONG FOUNDATION IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY COMPACTED IN 6 INCH LIFTS. EACH LAYER IS TO BE COMPACTED TO 98% MODIFIED PROCTOR. 6. BASE MATERIAL LAYER SHOWN ON THE DRAWINGS IS TO BE A COMPACTABLE, EASY TO TRIM, GRANULAR FILL THAT WILL REMAIN STABLE AND SUPPORT CONSTRUCTION TRAFFIC. A CLEAN FINE-GRAINED MATERIAL WITH AT LEAST 10 TO 30% OF PARTICLES PASSING A NO. 100 SIEVE BUT NOT CONTAINING SILT, OR ORGANIC MATERIAL IS RECOMMENDED. 7. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED, 8. THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. 9. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. 10. FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING, FRAMING NOTES THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS iN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THEARCHITECT PRIOR TO CONSTRUCTION. FRAMING NOTES CONTD. WOOD FRAMING 1. ALL LUMBER IS TO BE NO, 2 OR BETTER DOUGLAS FIR LARCH (N) WITH THE FOLLOWING MINIMUM SPECIFICATIONS: Fb -- 825 psi Fv = 95 psi Fc perp = 625 psi E = 1,600,000 psi 2, ALL TREATED LUMBER IS TO BE NO. 2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM SPECIFICATIONS: Fb = 975 psi Fv = 175 psi Fc perp -- 565 psi E = 1,600,000 psi 5, ALL STRAPS, CONNECTORS, PLATES, BOLTS, NAILS, ETC. ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED CONNECTORS, STRAP ETC. ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE. ALL CONNECTORS, STRAPS ETC. ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 4, ALL FLOOR SHEATHING IS TO BE ~ inch AC TYPE PLYWOOD, TONGUE AND GROOVE, WITH AN APA SPAN RATING OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS ( 6" OC EDGES AND 12" OC FIELD ). 5. ALL WALL SHEATHING IS TO BE 15/,32 inch APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH 1OD COMMON NAILS 6" OC EDGES AND 12" OC FIELD. 6. SOLID BLOCKING IS TO BE INSTALLED EVERY 8' MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. 7, DOUBLE JO~STS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 8. BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS, 9. WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O,C. UNLESS INDICATED OTHERWISE, 10. ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE .304 OR .316 STAINLESS STEEL, 11. ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED, GENERAL NOTES STAT 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BI iN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE, AND THE NEW YORK ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES, 2. ALL DIMENSIONS AND GRADE CONDITIONS TC BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2) TSF AND GRADES LESS THAN 5%, CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATivE DENSITY. 3. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC.. 4. DO NOT SCALE DRAWINGS. 5. ARCHITECTIS NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT, FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER, 7. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH, B. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. 9, ARCHITECT TO BE NOTIFIED iN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. 10. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE COAT EPOXY PAINT. ALL FASTENERS TO BE ASTM A-325 BOLTS, 3/4" DIAMETER. 11. CONTRACTOR SHALL OBTAIN ALL PERMITS AND iNSURANCE NECESSARY TO PROTECT THE ARCHITECT AND OWNER. 12. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN BASEMENT ( IF APPLICABLE ). 13. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE, 14. ANY ALTERATION, REPAIR, ADDITION OR CONVERS!ON TO AN EX!ST!NC DWELL!Nn REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE UPGRADED ¥1TH HARD WIRED & INTERCONNECTED SMOKE ALAI!MS. 15, THE NYS CODES ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. PLUMBING RISER DIAGRAM ~ DATE --'Above finished Floor 'American ins~u~e of Arcn~ects American institute-bt Electrical Eng~neem Amefi~n Inst~ute Ct 5te~ ~onstruc~on Alteth~[e A~n BLOCK Be-am ~bine~ FINISH WOOD CUDiC Fee[ ~r Mmute PLYWOOD (LARGE SCALE GL., L center,ne C;LR. Cl~r KIBT. WALL ~OL, NEW WALL DEMOLISH WALL FEE //Y~ ~ BY~ 765-1802 8 AM TO 4 PM FOR THE ....... _- ii i_ Pail Column C~NC. [:oncretE ~UNSI, [;ons~ruction ~UNI. ~nunuous ~V~ Coved~g cm ~hter C~ ~ cu~i~} cu IN ~uDic Inc~ ~CuDic Yar~ D De~ DEL Double INSULATED WALL Down EleCtrical ~qual . Steel ,-qmj~m_e nt ~mcWater Cooler ~XhaUSt Existing ~L~OeeO Iln]sh Hoot FOOt FireCfoot Fixture Foo~ng Ualvanlze~ ue~ral Contractor I-muroware Plate i-mo~w~Me~l Horizo l Hour ;-mot water inside Diam er Inc Intormat~n A-O REMOVE EXIST. ENI~RY DECK AND ~rFJ~ i FIRST FLOOR DEMOLITION PLAN EXIST. WINDOW TO REMAIN I RE-USE II II II~ Ii Ii II II II II II REMOVE WALLS. EXIST. ROOF TO REMAIN. PROVIDE TEMP. SUPPORTS. LLI m m A-1 FILLED w/CONCRETE SONO TUBE TO FINISH AT GRADE. 2x8 LEDGER TO FND W/C-dU.V. 5/8' THROUGH BOLTS O 16' O.C. STAGGERED 1~' X 18' X G' P.C. FTG WITH 12" DIA. SONOTOBE PIER TO ~36' BELOW FIN GRADE FILLED w/CONCREiE. SONO TUBE TO FINISH AT GRADE. ~r~P.) 2x8 LEDGER TO FND W/GALV. 5/8" THROUGH BOLTS O 16" O.C. STAGGERED 12' DIA. SONOTUBE PIER TO 36 BELOW FIN GRADE FILLED W/CONCRETE, ~ONO EXIST. FLOOR FRAMING TO REMAIN -\ 2x8 LEDGER TO FND W/GALV. 5/8"~THROUGH BOLTS ~ 16' O.C. STAGGERED 18" X 18' X 8" P.C* FTG WITH ~12" DIA. SONOTUBE FIER TO 36' BELOW FIN GR.&DE FILLED w/CONCRE'~_ SONG TUBE TO FINISH AT GRADE. 1 FO_UN___DATION PLAN 41" =- 1'-0" 2X8 FJ. ON SLEEPERS AS NEEDED WITH -~" X 4 DECKING .~ EXISTING SLAB TO REMNN LLI Window Schedule No: Manufacturer / Location Type Finish Unit Dimension (WxH) Rough Opening (WxH) u Value Remarks A Andersen A~.~35 White 3'-4 13/16" X 3'4 3/4" 3'-5 3/8" X 3'-5 1/4" 0_3300 R Andc. rsen WDH210410 White 2'-11 5/8" X 5-0 7/8" 3'-0 1/8" X 5'-0 7/8" VERIFY WINDOW MATCHES EXISTING DH WINDOWS TO C Andersen WDH30410 White 3'-1-5/8" X 5'-0-7/8' 3'-2 :[/8" X 5'-0 7/8" 0_330(3 REMAIN 2'-11 15/16" X D Andersen AW31 White 2'-4-3/8" 3'-0 :[/2" X 2'-4 7/8" 0.3300 Rough Opening dimensions shown am minimum for proper installation and may need to be increased to allow for use of bid& wraps, flashing, sill or pan flashing, anchoring brackets or other materials. Adjusting rough opening dimensions first to accommodate these materials is the responsibility of the Contractor. Door Schedule No: Location Manuf./# Finish Unit Dimension (WxH) Hardware Ramark~ 10~ FRONT DOOR SIMPSON 7008 Fir/Ptd. 3'-0" x 6'-~" ENTRANCE SET WITH COMBINATION SCREEN/STORM DOOR 102 MEDIA CLOSET INTERIOR Paint 2@ 1'-10 X 6'-R" PIVOT SLIDING DOOR TRACK 1(33 STUDIO INTERIOR Paint 2@ 2'-2" x 6'-R" ~04 CLOSET INTERIOR Paint 2@ 2-0" x B'-~" PASSAGE & DUMMy 105 GUEST BATHROOM INTERIOR Paint ?'-0" X 6'-8" PRIVACY SET lOB GUEST REDROOM INTFRIOR Paint 2'-4" x B'~" PRIVACY SET 107 GUEST CLOSET INTERIOR Paint 2'-zt" x B'-R" PASSAGE SET 1DR MASTER BATHROOM INTERIOR Paint 2'-B" x B'-R" PRIVACY SET dog MASTER BATH LINEN CE INTERIOR Paint 2'-D" x 6'-~" PA~AGE SET tlO OFFICE/EXTERIOR SIMPSON 750~ Fir/ptd 3'-0" x 6'-~" ENTRANCE SET WITH COMBINATION SCREEN/STORM DOOR ~ll OFFICE/MA;51 EH BEDROOM INTERIOR Paint 2'-B" x R~-R" PASSAGE SET '[ 1 ? MASTFR REDROOM CE INTERIOR Paint ?'-4" x B'-~" PASSAGE SET 113 MASTER BEDROOM INTERIOR P~int 2'-B" x S'-R" PRIVACY SET 114 KITCHEN/LAUNDRY INTERIOR Paint 2'-B" x B'-~" POCKET DOOR 11.~ REAR ENTRANCE (EXT.) SIMPSON 7501 Paint 3'-0' x 6'-~" ENTRANCE SET WITH COMBINATION SCREEN/STORM DOOR 116 MECHANICAL ROOM INTERIOR Paint 3'-0' x B'-~" PASSAGE SET 117 SCREEN PORCH (EXT.) SIMPSON 7002 Paint 2@ 2'-B" x O'-R" T.B_D. WITH (2) SIDELIGHTS SIMPSON / #1701 ~S SCREEN PORCH CUSTOM TI~ 3'-0' x B'-~" SCREEN BOOR LATCH 1~9 SCREEN PORCH CUSTOM TRS 2@ 3'-0" x B'-~" SCREEN DOOR LATCH 120 SCREEN PORCH CUSTOM TBS ~'-0" x B'-~" SCREEN DOOR LATCH ~21 BEDROOM 2 CLOSET INTERIOR Paint 2'-B" x B'-S" PASSAGE SET 1 ?2 BATH #1 INTERIOR Paint 2'-6" x 6'-~" PRIVACY SET 123 BEDROOM 2 INTERIOR Paint 2'-B" x 6'-~" PRIVACY SET 124 BEDROOM I INTERIOR Paint 2'-6" x 6'~" PRIVACY SET ~25 BEDROOM 1 CLOSET INTERIOR Paint 2'-B" x B'-~" PASSAGE SET ~26 REDROOM 3 CLOSET INTERIOR Paint 2~-B" x O'-B" PASSAGE SET 127 BEDROOM 3 INTERIOR Paint 2'-6" x BLS" PRIVACY SET i x 4 v-groove ~2S STUDIO EXTERIOR e~d~r BARN DOOR HARDWARE TBS CUSTOM SI IDING DOOR Rough Opening dimensions shown are minimum for proper Installation and may need to be Increased to allow for use of bldg, wraps, flashing, sill or pan flashing, anchoring brackets or other materials. Adjusting rough opening dimensions first to aceommedate these matorlals Is the responsibility of the Contractor / \ AW3535 WDH210410 WDH30~IO AW$1 NEW WINDOW~ REPLACE EXISTING WINDOWS ~~ EXIST, HEATER TO REMAIN.NECESSARy RERNR AS ~.~ ~/ STUDIO / REPLACE EXIST. SKYUGHIS ABO'v~- (TYP.) GUEST BEDROOM C__L CL r HEAT PN) UNDER TILE OFRCE REPLACE EXlS'R NG DECK AND STEPS ® ® ® ® OP . (~fP.) NEW ¥ )OD FLOOD LIVING/DINING RELOCATE WINDOW FROM BEDROOM 2 REMOVE EXISTING WINDOWS. REPLACE WITH SINGLE WINQOW. RE-FRAME AS NEEDED O~.RHANG ASO~E FOYER BEDROOM 1 NEW UNOLEUM FLDOR KITCHEN fr BEDROOM BATH 1 CL BEDROOM 3 EXIST. WOOD FLOOR TO REMAIN. PATCK AS REQ~D AND RE RN[~'I DEN/PLAY AREA ~ SCREENED PORCH NEWT& G FIR FLDOR ON FT SLEEPE~ OVER EXIST. OONC. SLA~ LAUNDRY u.~ 4'-7~ 15'~ '~'~'o' MECH. ~ NEW WOOD F~MdED iHELF ABO~ SCREEN PANELS AND TANK FOSTS NEW WOOD DECK, STAIR AND LANDING TO REPLACE EXIST. IdJ 1 FIRST FLOOR PLAN REMOVE EXIST. ROOFING TO SHEATING, INSPECt* FOR S~RUC~IP~L IN~gGRITY AND REPNR AS REQUIRED, INSTALL NEW STANDING SEAM METAL ROOFING PER SPECS. INSTALL TO MANUFACTURES SPEC"S. [(4) ~/2' BOLTS (SIS~R NEW 2X8 EACH RAFTER) LLI 0 0 1 ROOF PLAN FIN. FLOOR NEW SKYMTES C~J~TF. RED IN EXISTING OPENINGS. REMOVE EXIST. ROOFING TO SHEATING. INSPECT FOR STRUCTURAL INTEGRIT~ AND REPAIR AS REQUIRED. iNSTAlL NEW STANDING SEAM METAL ROORNG PER SPEC~. INSTALL TO MANUFAC1URES SPEC"S. NEW WINDOW IN EXIST. OPENING NEW WOOD DECK, RNUNG AND STAIRS RAtLING DETAIL i NORTH ELEVATION NEW ROOF ROOF SLOPE TO MAINTAIN HEAD HEIGHT AT BEAM STANDING SEAM METAL ROOF U u U REMOVE EXIS;~NG WINDOWS. PATCH OR REPLN~E CORREGA~ ~ METN. SIDING STANDING SEN~I METAL ROOF NEW ROOF OVERHANG- REDUCE ROOF SLOPE TO MNNTAJN HEAD HEIGHT AT BEAM -- NEW WOOD STNR, RNUN~ & LANDING -- SHOWER ENCI.(~DflE NEW WOOD STAIR, RNUNG, & LANDING SOUTH ELEVATION TAPERED 2x4 RNL PLOWED OUT TO RECEIVE BALUSTERS 3/4'SQ. STORS 5/4x5/4 BALUSTERS 4x4POSTCASEDW/ 3/4'BOARDSW/F~TCAP TAPERED 2x4 BOTTOM ~RAIL PLOWED FOR BALUSTERS L~ A-6 NEW WOOD, RAIUNG & L.N~ DING EAST ELEVATION ,~_ FIN. CEILING ~..~ FIN. FLOOR WEST ELEVATION :~' - 1'-0" EXIST. WINDOWS 'FO REM,NN. LOWER HEAD HEIGHT TO 6'-8". (~tP.) NEW WOOD STNR & RNLING RAMP DN $ STANDING SEAM METAL ROOF NEW SLIDING DOOR IN EXISTING OFENING FIN. FLOOR 1 NEW WOOD LANDING & RAMP RNLING AND !.ANDING Ltl