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Home My WebLink About34017-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34554 Rte: 09/13/10 THIS CERTIFIES that the building NEW DWELLING Location of Pr~erty: 205 PRIVATE RD #3 SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax ~4ap No. 473889 Section 70 Block 6 Lot 9 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 4, 2008 purs,,~nt to which Building Pe~it No. 34017-Z dated JUNE 27, 2008 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 ONE FAMILY DWELLING WITH COVERED ENTRY AS APPLIED FOR. The certificate is issued to CARLA STARCIC of the aforesaid building. ( OWNER ) S[~F~I~ CO~ DEPAR~T OF ~ALTH ~%PPRO~-AL R10-05-0208 06/02/09 EL4~C~rRIC3~L ~KTIFICATH NO. 34017 05/19/10 ~ ~TIFIC3%TIO~ DA'r~ 05/25/10 BEST QUDJ~ITY PLL~MBING Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED} PERMIT NO. 34017 Z Date JUNE 27, 2008 Permission is hereby granted to: STARCIC 243 MORMINGSIDE AVENUE CLIFFSIDE PARK,NJ 07010 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 205 PRIVATE RD #3 SOUTHOLD County Tax Map No. 473889 Section 070 Block 0006 Lot No. 009 pursuant to application dated JUNE 4_,_ 2008 ~ a~r~the Building Inspector to expire on DECEMBE~~ Fees 864.40 ~Ze ure ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPAI~ This application mUSt be filled in by typewriter or ink and submitted to the Building D~ [zAY 2 8 20]0 BLDG. DEPT. IOWN OF SOUTHOLD ~ron. ea.t with ~ Iollowmg: A. For new building or new use: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. . Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 9. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from phtmber certifying that the solder used in system contains less than 2/10 of 1% lead. "~ Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. "~ Submit Planning Board Approval of completed site plan requnements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A Properly completed application and cousent 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. t. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00. Commercial $15.00 New Construction: Location of Property: Old or Pre-existing Building: House No. Street Owner or Owners of Property: (~/7 ~/-/~ ..5 f-'2~ t~, ~-~ / ~-~ Suffolk County Tax Map No 1000, Section Subdivision Pe t No. 5 tt o t7 Health Dept. Approval: Planning Board Approval: Date of Permit. Date. H~/ ~g, '~Df'O (check one) ~ 67 Block Filed Map. ~, ~ ~7, 0 ~ Applicant: Underwriters Approval: t/ Hamlet ~ot: Request for: Temporary Certificate Fee Submitted: $ ~'23~' , ~ ~.) Final Certificate: (check one) Applicant Signature Town llall Anm'x 54375 Main Road P.(). Box 1175} Southohl, NY11971-09,59 TelcpIu>nc (631) 765-1802 Fax (lis I) 765-9502 roger, richert~town.southold.ny, us 1½I ;ILI)IN(; I)EI)ARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Starcic Address: 205 Private Rd #3 City: Southold St: NY Zip: 11971 Building Permit #: 34017 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DanieIWilcenski Elec LicenseNo: 4723-me SITE DETAILS Office Use Only Residential ~ Indoor [~ Basement ~ Service Only [~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel A/C Condenser Single Recpt Sub Panel MC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: new dwelling with 200a under ground service Ceiling Fixtures [~ HID Fixtures Wall Fixtures 1141 Smoke Detectors Recessed Fixtures[~ CO Detectors Fluorescent Fixture [~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures ~ TVSS Notes: 2-heat pumps, 2-ovens, 4-exhaust fans Inspector Signature: '~~ Date: Ma)/19 2010 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, New York 11971-0959 Telephone (631) 765-1802 Fax (63 I) 765-9502 I~Y TOWN OF $OUTHO[D BUILDING DEPARTMENT ~OWN OF 8OIYrltOLB CERTIFICATION Date: Building Permit No. '~q 0 t ~'~ Owner: ..¢ ' ~ (Please print) Plumber: ~_~ 0 ~'.~, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this (Plumbers Signature) day of ~ Notary Public, ,20/o ~-~7.~/~County DONNA M. PALMER Notary Public, State of New York No. 01PA5069978, Suffolk Commission Expires December 9, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~-2'~,- ~ ~* INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [/~FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~fl~ATION 2ND [ ] INSULATION [,~RAMING~ ]FINAL [ ] FIREPLACE & CHII~II~EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ ~~~~--- INSPECTOR///~~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [/~ROUGH PLBG. [ ] FOUNDATION 2ND [ ~ STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]/~)UGH PLBG. [ ] FOUNDATION 2ND [~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUC'nON REMARKS: [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE // / INSPECTOR./~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIREPLACE & CHIMNEY ~RE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~--/~ ~ lO __ 'NSPECTO~ 3 q-olT'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~I' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]~"~ [ ] FRAMING / STRAPPING [~] [ ] FIREPLACE & CHIMNEY [ ] FI~ INSPECTION [ ]n~J~J~s'r~l'r~Jt~nlu~tm~ [ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ~ [ ] FIREPLACE & CHIMNEY [/~IRE SAFETY INSPECTION [ .~ RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE SOUTHOLD TOWN I FIRE INSPECTOR NOTES JOb: ~/~-__~ C--- DATE: ..~-~z_~' - ( 0 NotesPaper Page TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 Examined ~ /~'}.~'~ , 20~ Approved ~ (~2/ 20% Disapproved a/c 7 /' JUN - BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying ? Board of Health 3 sets of Building Plans Survey Check Sep6c Form N.Y.S.D.E.C. Trustees Contact: Bml~g Inspect% Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This appheation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose v~hat-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~Sigustare of apph~nt oFn[ame, ff a corporation) ~ t r- t-_ , fiVlaflin~ aSdress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed Work will be done: House Number Street County Tax Map No. 1000 Section 7~) Subdivision (Name) Hamlet Blook 0 6 Fred Map No. .Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~./~a d 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost c/~ '~r'~-~ ~)00 / Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (to be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height 8. Dimensions of elltire new conStruction: Front Height ~O,,,6 t! Nu m ber o'f St--~-~es 9. Size of lot: Front 7~. I / Rear Number of Stories Rear ~// .Depth ~ '7 / .Depth 17 . 10. Date of Purchase 2~:> 3 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: 13. Will lot be re-graded ~t~ 1~. Names o~,, ~wn~, of premises Name o~~X~ ~/~' Name of Contractor Will excess fill be removed fi:om premises: YES ~,~ Address Phone No. Addresst"Jg,~l~'t~d~o/6~[ Phone No '7~%~-Z~$~t Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES ~ NO · IF YES, SOUTHOLD TOWN TRUSTEES 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 ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual si~tming contract) above named, ~NNIE O. BUNCH ~S)He is the NOt~ ~blic.State of New ~rk Nn fll RIIR1 RRIlrdl (Contractor, Agent, Corporate Officer, etc.) ~ qualifi~ in Surf.01. k Count~/ ~0mm~ssi0n exCires april 14, ~f said. owner or owners, and is duly authorized to perform or have performed the said Work and to make and file this application; :hat all statenzents contained in this application are true to the best of his knowledge and belief; and that the work will be :)efforflaed in the manrter Set forth in the application filed therewith. X gw0!~ to~efore me thirs,x ~.~f-cl dayof ~L~,tx-~ 20(9~ Notary Public Signature of Applicant- James F. FLing, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0489C Date: November 10, 2009 THIS CERTIFIES that the construction of a single-family dwelling with gutters connected to drywells At 205 Private Road #3, Southold, New York Suffolk County Tax Map # 70-6-9 Conforms to the applications for a Trustees Permit heretofore f'fled in this office Dated 10/31/05 pursuant to which Trustees Wetland Permit # 6327 Dated 3/22/06 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction ora single-family dwelling with gutters connected to drywells The certificate is issued to CARLA STARCIC owner of the aforesaid property. Authorized Signature Board Of $outhold 'Tovm Trustees $OUTHOLD. NEW YORK $cT~#70-6-g PERMIT NO, ..~.,.~;.~. .......... DATE: ,~'d~-..~.~.'...-.~)06 CAR~,A ?.~6~ ................................................... ISSUED TO ............................................... o Sta~ of New York, Ig93~ an~ ~apfor 4~ of tho ' ~e'te of New York I9B2; and fha Soutbold To~n Ordlnan~ eh- ' led'?~U~TIN~ ~ND .~E. P~GING OF: ~BSTRU~S ~ AND ON TOWN WATERS AND PUBLIC ~NDS and' tho REMOVAL OF SAND, GRAVEL-OR O~ER MATERIAL~F~OM ~NDS .UNDER TOWN 'WA~RS;,'/, a.d In a~c~da.oe Resoldlon of The Board edopl~d a~ a meeli~g bela on ~a~.~l),..,g:~... . .g~ end In =9.slderalion o~ the sum ol ~. 2~.,,~ pa1~ by CatZa S:a~c~c ....................................... ~e' Southo,~a ',.,. ................... H. Y. e.d ~.bie=~ o{ ~uthdd To~' Tr~e~s aut~otlzei a.d por~1~ the 't ~ ~n=t~=t a slnglo fa~iiy d~lHng and deck ~ tho ~ndltlon a Uno of atak~ hay ~?and ~e~ ....... ~n~lled along ~e mi ~ Nearing end ground din~u~an~ ~flor pm~ar~ by John T. Mo~gm last revised ~fll 1 , , .fAc odgl~afi,~ app~fl~, IN W~NGSS WHEREOF, ~o sold Board ~f T~steos ~re- OS-04-BOOB 10:44 SOUTHOLD BUILDING DEPT 16317659502 PAGEB NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PEI~MIT NUMBER .1.-4138-00272/00005 FACILITY/PROGRAM NUMBER(S) PERMIT Ur, der tire Emlronnmntel EFFECTIVE DATE June 20~ 2007 EXPIt~.TION DATE(a) June 10, 2012 [3 Article t,5, Title $: Protection of Water~ O Article 15. TIUe 16: Water Supply 0 Artt~te t5, Titte 15: Water Tmr~porl O Article 15, Title 15: Long Island Wells [:3 Article 16, Title 27: Wild, Beanie er~ Recreational Rive~ [] ONYCRR ~0~: Water Quality Certtflc. e- PERMIT ISSUED TO I~ Artiste 17, Titles 7, 8: SPDE$ [] Adlote 19: Air Pollution Conlrol [] Adicie 23, Title 2?: Mined Land Reclamation [] N11~e 24: Frashwat~ Wetlands I Afll~le 25: Tidal Wetlands [3 Artiste 2?, Tlfle 7; 6NYCRR 360: $ofld Waste M ,~,~ement Carla 8tarcto ADOREB$ OF PERMITTEE 243 Momlngslde Avenuet Cllff$ide P. ark~ NJ 07010 CONTACT 7-~-R~ON FOR PER,Mi f I ~=u WORK Suffolk Environmental Consulting, Inc., P.O. Box. 2003, Brldgehamptonr NY 11932 NAME AND AE, O~:~,~ OF PROJECT/FACILITY 8tarci~ Property, 205 Private Road #3, Southold~ NY 119.71. COUNTY J TOWN I WATERCOURSE . Suffolk .Southold Jockey Creek DESCRIPTION OF AUTHORIZEO ACTIVITY: D Nllole 27, Title 9; 6NYGRR 373: H~zer~ou~ Waste M~t O A~c~ ~: ~ Erosion M~ 0 ~e ~: F~n Man~t O A~oI~ t, 3, 17, 19, 27, 37; 6NYC~ ITEl. El'HONE NUMBER {201,}376.7429 JTFJ.EPHONE NUMBER (631)537-6!60 S.C.T,M. #1000-70-6-9 INYTM COORDINATES E: 716.3 N: 4548.0 Construct a single family dwelling and associated accessory structures. All work is to be done In accordance with the attached plane stamped NYSDEC approved on June 14, 2007. By acceptance of ~hls permit, the perrnittee ~reas that the permit la ~ontlngent upon strict oompllar~ce with the ECL, all applicable re0ulatlonm, the General Conditions spoiled (lee page 4 & 5) end any apeat*l Condltle~ (I~e page 2 & 5) Inoluded as part of this permit. AuPERMIT ADMINI8TRATOR: Ma~k Ga. em, Deputy Permit Administrator THORIZED SIGNATURE (KAF) I ADD~ES$ r " I I Region 1 Headquarters . , · , I $UNY at 8(or~ Brook, 50 Circle Roadr Stony i~,-c~,~r NY 117 ,gp~3409 06-04-B008 10:46 SOUTHOLD BUILDING DEPT 1631765950~ PRGE5 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 · , .....~.ax (63~) 765.-,95~, roqer, r cnert{a),town, somno~a, ny. us TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED Company Name: Name: License No.: Address: Phone No.: Date: JOBSITE INFORMATION: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: (*Indicates required information) 1000 Section: '~O Block: ~ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: E(~NO YES/(~ Rough In Temp Information (If needed] *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect ~Under~ Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION [ 82-Request for Inspection Form TOWN OF $OUTHOLD ~OPERTY RECORD CARD( OWNER STREET ~. ~2.~ , VILLAGE DISTRICT SUB. LOT ACREAGE ~ TYPE OF BUILDING LAND IMP. TOTAL DATE AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable, 3 Woodland SwamPland Brushland House Plot zh' Tara I Foundation I Extension Basement i Floors Extension Exf. Walls Interior Finish Extension Fire Place Heait Porch Attic Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage Driveway Tox%ll t lall Anm'x ,5 t37,5 Main Road 1).O. Box 117!) Si)ul]lo]d. NY 11971-09.$!1 BI ILl)lNG DE1 ,,~,R 1 MEN 1 TOWN OF SOUTHOLD September 1,2010 Carla Starcic 243 Morningside Avenue Cliffside Park, NJ 07010-1406 RE: 205/~riv~ Road #3, Southold NOTE:[.~d plans required to show storage room in basement TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: __ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. __ Final Health Department approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 34017-Z new dwelling / r} [dWrJ '~ \"':' ' ', / , · 0 r~kid w'n : '°. 97.37' .~ . ~ ~qL' RogO ~ ~ . .~, 5525 N/O/F Ooklcwn A ONARLES O. ~'S T HA RD Y / PINE NECK ROAD ~- AREA :. 9,016sq. ft. ,¢,'~ i ~ ,qROWV ' OA~Y SAND SC LOT COVERAGE ~.'~' ~2~ sq. fll9016 = I0,~ ~o /44' c.~. !~c.~¢.~:.:.,...,u.: 17' The bcolNas of wells ond cesspools shown hereon ore from field obserwfion.; and or from dv/a 2blain~d from o/h¢r~. 1'/ ( LYNN SUR VE Y OF PROPEBTY A T' S'OUT'O~~_,, TOWN Of SOUTHOLD SUFFOLK COUNTY, N Y. 1000-70-06-09 SCALE, 1"--30' MA Y I2, ZOO? :~ /.% zoo~ [r~*'~'°~) APRIL 11,20~ [~VI$~i NOZ 29, ~006' t WELL ,r I om familiar w/Ih /he STANDARDS FO£ Ar'PROVA! AND CONSTRUCTION OF SUBSURFACE' .5E'WAGE DISPOSAL SYSTEMS FOR SINGLE FAM/L E..-.,,~,OCChnCWCC'C ond will obide b~ ~he condHio~s sel /orIh lhere~n ond permit Io construct. ANY ALTERATION OR ADDITION TO THIS SURVEY ~S A OF SECTION 7209 OF THE NEW YORK STATE EDUCATION L~W. EXCEPT AS PER SECTION ?SO9 -SUBDIVIS[ON ~. ALL HEREON ARE VALID FO~ THIS MAP AND COPIES THEREOF ONLY SAD MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SHRVEYO~ WtlOSE SIGNATURE APPEARS HEREON. - ADDITIONALLY TO COMPLY WITH SAIDCLAW TERM ' ALTERED MUST ~E USED BY ANY AND ALL~ORVEYORS UT~t. IZING A OF ANOTHER SURVEY .,9'S M&~¢TERMS SUCH ' INSPECTED ' ' BROUGHT - TO - DATE ',ARE NOT IN COMPLIANCE WfTH iht PECONIC SUR~ ~ ~65 (6~1) 765 - 502~ P. O, BOX 909 12~0 TRAVELER STREET SOUTHOLD~ N. Y. 11971 49618 - - 1797 87 - 866 D N joGKF- ' cREEK 'l .~ 3106 oakl~wn Av'~. / / ?~b// c. 6.~' O~kldwn Ave. ¢ o~ N 85 54.4 E NIO/F 'bJ shown hereon ore from f/eld observo/ions ond or from dotq obto/ned from o/hers, · .CA 3325 ~,/' Oakla~cn A ve. / APRIL 11~006 tREVISIONI oF EgO '., T -'. LyNN CHARLES O ,I TEST Bo~v~ HARD Y . 0 , ~1 ~ INE NECK ROAD rotlellne · ~ v, ~ ~ ~ ~ , LOT COVERAGE I ~4 ~.#/9o~6 -/o.~ yo c[J:~'~rs~ The Iocotions ol wells and cesspools I om lorn/I/or w/Ih lhe STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEICAGE DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES ond w/l~ ~blde hy /he condilions sel /orlh /herein ond on /he perm# 1o con$lrucL A~ ALT~TION OR ADDITION TO T~S SURVEY IS A VIOLATION ~ 8EC~ON 7809 OF THE NE~ YORK STATE ~UCATION LA~. EXiT AS PER SECTION 7809 - ~IV~ION 8, ALL CERTFICATIONS HEREON ARE VA~ FOR T~ MAP A~ COPIES THEREOF ONLY ~ AD~T~LLY TO 'CO~LY WITH SAD~W T~M ' ALTERED BY ' ~ST BE US~ BY ANY A~ AL~RV~ORS UT[IZ~G A COPY OF ANOT~R SURVEYOR'S M~T~S ~H~. - ~.~n ' BROOOHT - TO- DATE :..~ NOT--'i~ ~O-M~L/A~I~"TH~W. pv~ b2 SEPTIC SYSTEM CROSSECTION ~ SOUTHOLD~ N, Y, 11971 joGKF.¥ cREEK .~ 3I 05 _X ~ ------- ..#. 5525 FR N/O/F Oaklcvrn Ave. LYNN CHARLES 0. HARD Y r~sr Bo~,~ SUP VE Y OF ~ 0 101~0187~i/5 ' ., ,. . PROPERTK . DARK BROWN LOAM OL ~INE NECK ROAD .~ A T SOUT~D~,, , --- ,~. ~o,, ~,o~ ~o~ ~cTO WN OF SOUTHOLD AREA.= ~016 sq ft ~_, i o ~ ~RO,~ ~o~ s~o sc RI IFF~I ~ ~11MTY Al Y tO t/ ' ~ ~r ~ ~ · ~ v ~ ~ ; v, · . e /m~ · ~o~ c~E ~ ,~ ~ ~ iOO0-YO-O?O~, ~4~¢fugo/s =/o.~y~ ~/~.4~~~ ~o.~' SCALE: I =30 17' ~COAR.q~ SAND SW MA Y t2, 2005 by McDONALD GEOSC/~7~(.,C Fe~ 1.5, The /ocdions o/ wells and cesspools shown hereon are from f/eM observdions APR[ and or from d~l~ obldned from o/hers. ~epd NOV, ~9~ ~006 AUG, ~ ~008 116.56' I am familiar w/Ih /he STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SE~YAGE " DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ME I ~..~ and will ab/de by /he conditions se/ forlh /herein and on the permil Io condrucL / ~ '- .' ~, ANT ALTERATION OR ADDTON TO THS SURVEY S A VIOLATn~ J ----- ' .... ~ ~ f~ '~ ::; ~ '[ - __~Tl~ ~09 THE NE~ YORK STATE ~UCATION LA~ ~x~a~/ A~ ~R SECTION 7209 - SUB~IVI$10~ ~ ALL CERTIF~Tnu¢ ~T~9~[ VALID FOR THIS MAP AND COP ES THEREOF ONLY F ADDITIONALLY TO COMPLY WITH SAI~LAW TERM ' ALTERED BY ' PECONIC MUST BE USED BY ANY AND AL~RVEYORS. UTLIZN6 A COPY (631) 765 - 5020 FAX~63I) ,765 - 1797 ~F ANOTHER SURVEYOR'S M~T/RMS SUCH INSPECTED ' AND P.O. ~OX BROUGHT - TO - DATE '.-ARE NOT IN COMPLIANCE WITH THE LAW. 1230 TRAVELER STREET SOUTHOLD~ N.Y. 11971 87 - 866 D SCDHS ReL # R10-05-0208 joOl'd?" C, FqEEK cO MA Y 12, 2c. 0_.. by McDONAI.D GEO$C,'e.L",.C Fob I~, 'Zoo~ ('t ~;, The Iocdions o/ wells and cesspools shown hereon ore /rom I/eld observdions APR[ 11,2006 nod or from dole oh/o/ned from o/hers. NOS 29, ~006' t WELL ~UG, 27, ~00~ ttoondurio:~; MA Y 8~ SO09 (FINAL I am /am///~r w/Ih /he STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE - . DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ~ I -'~ ond will ~bide by lhe condilions sel forlh Iherein and on lhe ~ ~ ~ ~ ANY ALT~ATION OR ~TION TO T~8 SURVEY IS A VIOLATION ~PO~I~ ~v~ ~o~O0~ OF SECTION 7209 OF T~ ~ YORK STATE ~UCATION LAW. ~ ~ ~ ~ ~ ~ ~w ~ EXCEPT AS PER 8ECT~N 7209 - 8UaDIVISlON 8 ALL CERTIFICATIONS ' ~ ~ HEREON ARE VALD FOR T~S ~P AND COPIES ~HEREOF ONLY F [Y~ ~ SAID MAP OR CO~S BEAR THE ~RESSED SEAL OF THE SURVEYOR ~//~ WHOSE SIGNATURE APPEARS HEREON. / / [ MUST BE USED BY ANY ANg AL~RVEYORS UTILEING A COPY ~F.A~OTHER SURVEYOR'~ M~TERM8 ~ ' INSPECTED ' AND r.u.~ BROUGHT- TO- DATE ,.ARE NOT m COMPLIANCE WITH THE LAW 1230 ~ ' SOUTHO~ ;~.~0~ 7,~. S O0 N 85'54'40' E N 74 , , 97.57' _ ~6.'8 ' , ~ ,..~, 3325 N/OfF Oak/own Ave. LYNN CHANCES 0 ~,-o~ SURVEY OF · HARDY ,o~eom7,, ,, PROPER TY .o,~.~.~,o,~ ~ TOWN OF SOuTHOLD AREA:9,016sq ft. t ' ' ~'~ ~ '' o tie line , ~P~ ~o,~ co~ 1000-70-00-09 LOT COVERAGE 17' ~CO~,~' ;,'AND SW Ii~ LIC. NO. 49618 ?~- ~1) ~765 - 1 79 7 ~t~EE T 1971 87- 866 D SCDHS Re£ #~'0-05-0208 joCK£Y . J N cREEK "~ ¢ 7,145 ;~ ~ .. ~. Ooklawn A ye. :E N 85°54'40' 9.7.37' Se T oF N/OfF O~lawn AVe. L~" . - CHARLES O , HARDY- ~ ~ . ~R VE Y. OF PINE NECK ROAD ~..~ ~o,~ ~o~ o~. A T SOUT~D~ .. , ~..~.o.~ ~ ~o~ ~c TOWN OF SO~~O AREA= 9,016sqft. ~, I o I ~o,~ ~o~, ~ = SUFFOLK COUNTY, to tie !ine ' , ' ~ ~o,~ co~ ' 1000-70-06-09 LOT COVERAGE ¢. /~4,I~ ~ , ~ · ~, ~ MAY f2, 2005 ~ . ' ~y McDONALD GEOSCIE~C~' ~b I~ The Iocgt/ons o/ wells ofld cesspools A~ I1~ ~Vl~ shown hereon ore from Held obserwtions and or from dalq ohio/ned from others. -~P~ NOV. ~9~ 2006 MAY ~0, ~009 (UTIL. I am familiar w/Ih the STANDARDS FOR APPROVAL 4AN. 27, 2010 (BASEMENT EL~AnON) AND CONSTRUCTION OF SUBSURFACE SEWAGE ~ ~ 14, ~0 and will ob/de by lhe 'conditions sel /crib lherein ~d on l~ permit ~.Y ~L~[~O. o~ ~D~T~O. ~0 ~S SU~Y ~S ~ V~OL~T~O. ~T~ SYS~ OF SECTION'7~09 OF T~ ~ YORK STATE ~T~ L~, HEREON ARE VALID FOR T~S MAP AND C~ES T~REOr ~Y IF SAID MAP OR COPIES BEAR TNE I~RE~8~ SEA~ ~ THE WHOSE SIGNATURE A~P~RS HEREON. ADDITIONALLY TO COMPLY WlT~ SAI~LA~.TERM ' ALTERED BY" PECONIC SURVEYORS, MUST BE USED BY ANY .AND ALL~RVEY~8. UTE~IN6 A COPY (6~1) 765 - 5020 OFf,OTHER SURVEYOR 8 M~TE~8 SU~ ~ECTED ' A~ P.O. BOX 909 ' BROQGHT - TO - DATE ~,,~RE NOT IN COMPLIANCE WITH THE LA~. &. STAKE 1230 TRAVELER SOUTHOLD~ N. Y. 1-3/4Xl 1-7/8 ML FL. HDR, ~/g" TYPE-X SHEETROCK ON CEILING AND WOOD FRAMED WALL PER CODE 4. D~. STEELCOLUMN w/ CONCRETE FOOTING (4) ~4 RE,AR E.~ ..... -[ HIN. FI~E-RAT[D DOO~ S[LF-CLOSIN~ HINGES STEEL JAMB PER CODE 11'-0" '~/30.4-~ -3 _-_-:, · -~ :-~ ,-7,,MLFL.,OR. ill ~ Ii ~ ~ l! --'-.-- w S SEP 3 20D X W Z ~ BLOG. oEPT. l TOWN OF SOBTHO~ "1 ~&, FOUNDATION PmN " S~LE: 1/4"= 1'-0' SHEET NO: .... AMENDMENT ~ SEP 3 2010 L;'~ H:FL ~ (!) COMPLY WITH ALL CODES OF ALL CONSTRUCTION SHALL : N~I~O~ED AS NOTED NEW YORK STATE & TOWN CODES MEET THE REQUIREMENTS OF THE ~ATE;~ B.P.# ~ L{ 0 I"~ AS REQUIRED AND CONDITIONS OF CODES OF NEW YORK STATE. NOTIFY ~UILDING BEPAR~ENT AT ~ ~/ / ~ ?~,1802 ~AM TO 4PM FORTHE /~ SOUTEOLDTOWNP~NNINGBOARDOCCUPANCY OR 1,FOLLOW~NGFoUN~ATION -INSPECTiONS:TwO REQUIRED ~ SO~HOLD TOWN TRUSTEES USE IS UNLAWFUL FOM POURED CONCRETE N.Y.S. DEC WITHOUT CERTIFICATE a, INaULATION = , . OFOCCUPANCY ~ aE CO~LE'rE FO~ C.O. r Z A~[ ~N~TR~T~N SH~L ME~ THE , ~PLY W~ C~ER "~' ~m~lFirA~ ~ ~ [T~TE ~T RES~NSI~ ~R ., . ~THO~ TOWN ~E ~,~,,~ ~ ~ ~ ~ ~~~~ RETAIN STORM WA~R RUNO~ oN~UMBERLEAD CERTI~ =" PLUMBING ~ .... m NO~ PR~EED ~H r:l~ ~ ~ ~ ~:~~ ....... ~ .~ ~ FRAMING UNTIL SURVEY UND~RWR~RS~ ~ ~ ~ -- ~ ...... ,,~ ~ ~ OF FO~,J~,;" ~T~'?~I '-OCATION m~n~l~rn '" ........... ZZZZ ...... · ~ · ~ ~ W~ ....... ~om ~0 SOUTH ELEVATION E S~LE: 1/~"= 1'-0" D~WN BY: ]F/MH ]une 01, 2008 S~LE: 1/4" = 1'-0" SHEET NO: SCALE: :[/4" = :t'-O" DRAWN BY: ]F/MH SCALE: i/4" = SHEET NO: I.d Z b.I r-~ , ,' ~Z~z~ ~ oo~ · ,- , ,~~. ... ~ORTH [k~V~TIO~ S~kE: 1/4" = D~WN BY: ]F/MH ~~~ ' '1 SHEET~NO: Z _ I1~ · ~ X 00~ ~N.F[ ~ ~0~ .... ~VER~G~ ) ~T~R~L~*' ~E~ ~E.~ 2' S~LE: 1/4" = ~'-0" D~WN BY: ]F/~H June 01~ 200~ i {3) 1-3/4X11-7/8' HL FL. HDR. m (3)~I/2 ML F ~ NOR. i ' (3) 1-3/4X11-7/g ML FL HDR. ~ 5" CL~R ROVER ~ ~ ~ ~*' ~'"mOCBASEMENT WALL - REINFORCEMENT DETAILS +" D~ STEEL COLUHN ' ? ' SCALE: 1/2: 1'-0" _~ ~ ~ ~,- ~ , ~--- .... ~, ', ' ~ (211-3/4XJl-Z/EMLFL~ HDR Z T .... ~___T_._~ ~ .... '~' -'-%~ , -~ I-~'~o'~- '- ~o~..~ ~[mu..mo.~*~. S~LE: 1/4" = 1'-0" OPTIONAL RETAINING ' FOUNDATION ~~) SHEET NO: ~ P~N ~.~.s. ~ S~kfi: 1/4" = 1,.0, SEE SECTION B-B (PORCH) ,' f f 1' ,,, &' - ' ~ O~ ~ .~ ~~ {2) 11-7/¢ ~g.~e HgR. ~ , - , T ~ 2~. '' E~ ~ __~-- ' ~ ~ , {2) 2-3/4Xll-7/~ ~L FL. HI 12) 1-3/ FL HDR. h ~ ~ ,X~.OST ~ ~ ~ ON ~H S~DE OF OPENING. PROVIDE 3 *aCK STUDS ON ~CH SIDE FOR D~WN BY: JF/HH .~ 1ST. FLOOR P~N "*"[ *"" ~~'~' SHEET NO: ~ S~kE: 1/4" = 1'-0' ~ - ' I - I .'-o" ~ ~- 7'-~" ~= ~,-o1. __, · ~ ~ "~" ~ ~ Z I ~__ ~ OOm ,.-o.. ~ ,.-o.. ~ 8'-9" S'-S" 5'-6" c~u~s. ~ June 01, 2008 ~o.-o., ~'-~" ~'-~" ~ 2~D. FkOOR P~ ~: ~/~ ~'-~" 30X54 PHkk DOW~ SI~IR ~ sa[~: ~/4" = ~'-o' SHEET NO: 350~ ~PAC~ CEILING HEIGHT: LANDING: PRO]ECTION: 8'-9" 5'-5" 5'-6" 10'-0" 6'-1" 6'-7" DRAWN BY: .]F/MH ]une 01, 2008 SCALE: 1/4" = 1'-0" SHEET NO: A'I-FIC PLAN SCALE: 1/4" = 1'-0' i-~_-_-_-_-_-_-f i-_-- _--- _--_-_ _-i- _-_-- i i i i i iI i-:-:z:ZZ:Ziz-_zZ-_-_-_z:-_7~_-::::_;-_-_;-_-_;-_-_-_-_;-_-_;-l 'l, 11 (21 2XIO DF#2 TRI"HER 12) 2XlO Dr#~ TRmHER ; ~.~", .-,, ,., ' I ~.~ I , "',o,.., ', ,. .'t. ,*. ~:.~or,~.~..,*~,.,o,: '. ~ ', (/') ] 'j I ' 12 x, 12 '' !. 4 4 ,1 '''i H , ,,', ---- ~'-o':~7.-~ ' I ,., "J', . ~"~'~ ............. "' ', I, ~a-._.52_~--~' .' ......... ..... I ..... a, - -"~"- -"-- - -"~- -"- - -""'Z~- - "- ~ J ' ' : i ' : " ' " : Ill":: '''~ ''I' ~ ' '" "' ' ' ' ' ' ~eLU .n' ',I ............ , , .............. :, · "'- :', t, " ', '.~ w ,. ........................................... .............................................. ! ROOF Pl_ N ~ SCa/f: 1/4"= 1'-0' June01,2008 SCSI.E: 1/4" = 'i SHF:~T NO: [3) ~-3/q.x~.3 I,I ~ I .... / f" I? 3/4" SUBFLOORi2X' P~TE~ ~ ~ ~ ~ {3) 11-7/g ML FL HDR. ~ - 2 ~16 OC ...... -~ ~ ~ __ ~T.~...T, I I WIND-BORNE DEBRIS PROTEc I ION FOR WOOD STRU~U~L PANFI ~ ' ~ FL "~DER F ~ ! 1*'"°*** O~'~.**** , ~' I , ~..,,.,,~oo. ~ ~ *~ ~ ~ S" PC FOUNDA~ON ' ~ ............. ~ FOAM / F.G. SILL S~L ~ ~0~ ,,,, SE ION /4 A-A .H. ,** *'*' o~. Il a' S~LE: "= ~'-0" D~WN BY: ]F/MH ~,o m~ ~_~-~ '~'~o ~ ~mc.o S~LE: 1/4" = 1'-0" SLOPE" I/4" PER FOOT PITCH '-- ' )TOAPROVED } SHEET NO: PLUMBINGN.T.s.SCHEMATIC ~ ~ (~ Z = = - ATTIC e RAKE OV[RHANG OUTLOOKEE E ~' PC FOUNDA~ON - ,, ~ - ' ' ' ' SE~ION""~-~~ ,un.o,,~oo~ S~LE: 1/4" = 1'-0" k ~ S~LE: 1/4" = 1'-0" SHEET NO: ATTIC : STEEL STRONG-WALL MODELSi ~.~~'""x'~-. ~ z I ~ ~ ~ .~ ~u~ .~" ~ ~o~.~.~ ALTERNATE [ST FLOOR WOOD FRAH~G 7 HULTI-PLY HEADERS ......................... D~WN BY: ]F/MH ......................... June 0~, 2008 I ~~ I NOTES ................ ~~ SHEET NO: ALTERNATE 1ST FLOOR WOOD FRAMING 7 HULTI-PLY HEADERS Z r'~ 1085.0 SQ. FT. "~ '~, ~ ~ ~-- ~ ~ '~ , /~//// ~/~- / / , / // .//~ / .//.//'~/'/ / ~ Z ~ENERAL: ~). PROTEC~ON: A). PROTECT ~STALLED PRODUCTS UNTIL ~OMPLE~ON OF PRO~ECT. STORM WATE~ ~~G[ME~T DETAILS ~.T.S. D~WN BY: JF/MH ]une 01, 2008 . SHEET NO: JOIST DETAILS ~,~ ~r~ - I~d I~1~': II ~ 16" P"~ ~'- r~ ~*1~"} ALLOWABLE HOLES - TJI Joists ~ / ~,~,-,_.~.,_. F. ~1~ ~,~,~..,, ...,.,,,. .--,,.,..r--. .,.,__.,,.. ~ ..... . .... ,=. ,.:: ....... . ........ . ,.,.,... B~M and COLUMN DETAILS ~LLOWABLE HOLES - Beams and Headem Z ~ ~ ~,~..~,~ ~,~ ~ ...... June 01, 2008 ~" .... ~ .... ~ This sheet is inten~ as a supplement to the Trus Joist Fmme~s Pocket Guide, which should ~ mfemn~d for additional info~Mion. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS ANCHOR BOLT CONNECTION USEWI~SQU~EW~nERS SIBESANDTOP I~" SHEET NO: Rl~ SO~[:) 0 ~, ~K/~cHIr~NEYR~TER I~AFTEI~G~~As ~E~U]EED FLOOR JOIST DEP~ U.p NU.BER DESCRIPTION APPLI~.ON D /~ ~ "~EEN WALL FINI'H ~D I 51DE BALL FLASHING ~,~.~- ~ ~S ~ ~-- ~ ~ . . ~, (PROVIDES~ppINGTOKEEPJOISTSAUeNED) NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: ~LECTRICAL~ HEATING. VENTILATION AND AIR-CONDITIONING FOUNDATION: CRAV/L SPACE: FRAMING: INSULATION: REScheck S. (~'l~are Version ,4.1.3 Comphance Certificate Project TiOe: STARC~IC D~ ~: C,1Pwogram Fle~c~eclL~l'.ql~lC.rck ConsbudJon I~m'l,r, L~d:iihm: SUffMk C ounL~y. New Ycmk cmshmlan "E)ye: I)ei~.Jled I ~ 2 Fimily Censa'u~an DB~gneJCamr~r: Clallmj 1: Flal C~I-4j m .SeiliwTftr~. 967 3~.0 BI.O 3D LU F~oJecl 'TYde: $'I'ANCIC ~ lllefumec C:~jr~i~ ~ ~: ~'1~ DRAWN BY: JF/HH June 01, 2008 SCALE: 1/4"= 1'-0" SHEET NO: GENERAL NOTES W ND FRAMING NOTES NAILING SCHEDULE: PLAN CONTENTS: I) RIDGE-TO-RAFTERASSEMBLY: ROOF FRAMING: OCCUPANCYCLASSIFICATIO, R3 RESIDENTIAL 1-114" x 20 gauge s[rap shall be atfeched to each pair of mgtem In accan:lance to table 3,rh !JOINT DESCRiPTiON NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING Yhen a collar tie is used In leu of a ridge skap, Ihe number of 1 Od common nails required QT'I. SPACIN{~ BUILDING HEIGHT CONSTRUCTION NOTES: neachendofthecollarbenaednctexcaadtbetabula[ednumbernfgdnallslnthealrap. RAFTERTO 9'WALL:3-adCOMMON EACH TOE-NAIL Z 1) Tbethfermath3nwilMnthlssetofcons~Jcbendcoumenlsmrelataatobeslcdeslgn !},RAFTER-TO WALLASSEMBLY: TOPPLATE 10'WALL, 4-OdCOMMON RAFTER FOTALSQ FT, OFCONSTRUCTION intent a~ld fTamlng details, TheE ara fetebeaa as a constmcgan aid, nat a substitute .aleral Earning end shear well conn~chans for rafter, calhng er lrees la top plate shall be in CEILING JOIST 9~ WALL: 3~d COMMON EACH TOE-NAIL g~J Md gene, milE accepted gocd building practice and compliance ~ currant New York iccordance to table 3 3. When a rafter or truss do not fell in line with studs below, rel~ers TO TOP PLATE 10' WALL, 4-8d COMMO~ JOIST PRESCRiPTiVE AS PER N,Y,S, RESIDENTIAL CONSTRUCTION CODE AND State building codes, The General Cantracfer is responsible for providing standard ~r ~usses shall be eitachad to the wall tap plate and the wall top plate shall be atlachaa lo CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 1995 SBC HIGH WIND EDITION~ WOOD FRAME CONSTRUCTION MANUAL c, onst ruction details and procedures to ensure a prn[essinpally ~illlshad, a~lctumlly he to the wall stud with upllE cn~necgona. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL s~und and a weefee~reof completed product. ~hall be connec~d with uplrE conneclfens in accordance with table 3,3c, CEiLiNG JOIST LAPS AS PER TABLE 3+7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES 2). The General Contractor ~s responsiMe for ensubeg that all work and consBucJ~on ~). WALL-TO-WALL ASSEMBLY, OVER PARTITION WFCM. SSC LAP NAIL EXT. BALCONIES 6D mea~s current federal, state, caunly and local codes, ordinances and mgulaben=, efe, Yell studs above and studs below a floor le~N shMI be s~mbed with uplig connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are fe be considered as part of the sbeclacabens for this building and mcordance wi[h fable 3 3b When wall studs at~ve de nat fall In line with studs below, the TO RAFTER WFCM -SBC END NAIL ATTICS win STORAGE 10 should be adhered ~ even if in vbeance with the plan. ~tuds shall be at[ached t~ a common member In ~he ~feOr assembly with uph~ connecters rn BLOCKING EACH TOE ATTICS wi STORAGE 20 [~card anco wr[h fable 3,3. TO RAFTER 2 - 8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3). Dimensions shall taka precedent over scared drawings, RIM BOARD EACH END (L~VE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 4D (DO NOT SCALE DRAWINGS). II. WALL ASSEMSLY TO FOUNDATION TO RAFTER 2 - lC~d COMMON END NAIL :irsl wall studs shall be connec'~l to the feundabon, sill plate, or bo[tom plate with uplllt ROOMS (SLEEPING) 30 Thed l n.rEes.o hea. esgagedfo ns reo,onsbea,, lon..das .r,.sno WALL FRAMING: STAIRS I'--'1 responsibility for COes~TUChan coardmahng wl~ these plans, nor r~benslblllty for =undahon and slab an~[ade, 15 inches m masonry bl~ck feunbetl~ns, or lapped under NAiL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 c~nslrdchea means, methods, techniques, sequences, er procedures, or for safety he plafe and naiMd in accordance valh table 3.3b. When steal straps am lapbed under the JOINT DESCRIFrFIGN Q3~ SPACING pmcautlans and pragmms In connestl~n with the wc~rk. There am ne warmnlfes for a ~ett~m plate, 3 inch square washes shall be usaa with the anchor bolts. Ap~ber bait , EXPOSURE CATAGORY ~' spec~iic use expressed ~r Implied in the use of these plans ~pacing is to be spaced and sized [n accordance t~ table 3,2a, In addllion to spacing, TOP PLATE TO PER FAC E NAIL Inchur bethl am to bo ~pac~ between 8-12 roches from the end of a sill plat~ and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE, I ~ LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5)+ Refer to the Window and Doer schedule for exterior openings comers TOP PLATES AT JOINTS I FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL N(~TE PAGE iNTERSECTiONS 4.16d COMMON EA. SiDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6), The General Cantracfer [s ~ ensure that masonry or prefebracted limplaces meets 5), TYPE I EX-r ERIOR SHEARWALL CONNECTIONS: STUD TO 2 · 16d COMMON 24' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE er exceeds man u feclure's sbec~catlons and applicable codes, Type I exleber shear walls with a minimum ef 7/16 inch woad structural panel on the e]denor STUD O.C, NAIL ' - altech~d vath 8d common nails at 6' O.C. at the panel edges end ~ 2" D.c. in the field, a nd FIRE PROTECTION ~" I 16" O C. FACE (SMOKE & Co DETECTORS) SEE FLOOR PLANS 7). The General C~lracfer is to consult wife the owner for all buD-in dams 112 ~nch gypsum wallboard on the inlerlar attached with 5d cooler nails al 7' o,c, at panel HEADER TO 16d COMMON ALONG EDGE,~ NAIL such as bechcas~s, shelving, pantlT, closets, klms. e~c. edges and 10" a c In the Weld shall be In accordance with the length requirements sp~,~'~ilaa HEADIER In table 3,15a-b, TOP OR BOTTOM 2 - 16d COMMON P~:R 2x4 STUD END ~;{USS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8) Wind I~ed requirements shall be taken Inl~ a~unt dunng constru~on. PLATE TO STUD 3 ~ 18d COMMON PER 2]<6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3 6 RELEASE I a E.EX ERIGRSHE' "WALLCON,SDTIO.S: SOWDMPLATETO: PER FACENA L CLIMATIC & GEOGRAPHIC DESIGN CRITERIA F O U N DATION NOTES: II extedor sbearwalls shall meet the requirements o[ labfe 3.15a-b times [he apprepbete FLOOR JOIST, BAND JOIST, 2- 16d COMMON 1 ) The General Contractor and Mason to re'~ew plans, efeva~ana, details abe notes tn leng[h aajuslmenl factors in table 3 t 6. FOOT )EE NOTE: 1,; I I ENDJOISTORBLOCKING i SROUIG3 WIND SEISMIC FRO~I AqNTER ICESHIELD defem~ineintendedhaighfeofflnishaagoor(s)abavetyplcalgrabe, 7) INTERIORSHEARWALLCONNECTIONS: i FLOOR FRAMING: 'sADw SPEED DEBIGN WEA3HERIND LINE 1ERMRE DECAY DESIGN IJNDERLA3'MENT FLOOD Allowable sidewall lengths pruvidbe In table 3.14 shall be perrn~ed tu be increased when NAIL LOAD (MPH) CATEGORY DEP3~ 3T:Mp. REQUIRED HAZARDS I NAIL NOTES 2). All loafings to mst on undchud~ed (virgin) sn~l. inlerfer abeam.ails are used. Sheathing and conn~ct~eas shall ba in accordance with JOINT DESCRIPTION QTY. SPACIN( 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 3). Provide 1/2" ex~)anslnn joint matarfel belwaen cancrefe slabs and abetlfeg 2.4 4 2 and 2 2.4 respectively. JOIST TO: PER TOE TO HEAVY ~IIODEIEATE ~ncreteermasonrywallsoccuringlnextG~rl~rar,nheatedlatedorareas. 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SlLL, TOP PLATE OR GIRDEF ¢-OdCOMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ¢). Any new concrete walls being alteched to exfetlng concze fe sb~ctum shall Header and/or girder c~nnectlons shall be agachaa with upllE connacfia~s in accordance BRIDGING EACH TOE with table 3.5 WIndow sill plates shall be have steel connectom in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be Installed with ~t4 re-bar, 18" long al 12" e.c Use beprevaa epoxy far ~nslella[len. 3.5. BLOCKING EACH TOE AT PANEL EDGES SLIpPORTS IN THE PANEL FIELD NOTES 5). Unless otherwise nofed, all slabe on grade te ba 25(]9 p.a J.. Concrete to ba 2-8d COMMON END NAIL 4' PERIMETER EDGE ZONE ~d COMMON ~ 6" O.C 8d COMMON ~§" DC SEE NO~S. 1.3 beured on 4 inch thick sand er gravel fill with 6x6 wire mesh reinforcing, thtaber slabs 9) CATHEDRAL CEILING ASSEMBLY. TO JOIST EACH TOE INTERIOR ZONE ~d COMMON ~ 9' O.C 8d COMMON ~ 12" O.C. ~EE NOTES' 1 ( BOTH PIELDS1 to be minimum 3-1/2 inch thick. AIl fill to be compacted t~ 95% mlal~ve density ~th Where a ndge m fe be used as a slmc~ure] beam. the mffem shall either be nntched and BLOCKING TO: 13-16d COMMGh BLOCK NAIL NOTE. 2 FOR PANEL FIELD 6" ~ximum lifts ([ayem). anchored on top ef the beam er slope connectem shall be attached I~ each re#er-fo-Hdge SILL OR TOP PLATE along the open ceiling pat of the belldthg. Canna~tiens to the ndge and wall shall be ba LEDGER STRIP 3 - 16d COMMOh EACH FACE GABLE ENDWALL HAIG5 AND RAKE TRUSS ~d COMMON @ 4" O.C 8d COMMON ~ 4" O C I SEE NOTES: 1.3 6} Crawl spaces I~ be provided wi[h a minimum 18"x24' access sporting. Install ane elfechad wdh the above rebelmments. TO BEAM JOIST NAIL 8x16 cast irun foundation van[ fi]r every 150 sq. E of area. NOTES PER TO~ ?).Damppreofaxtedareffeundal~nnwlthbitummnuscoa~ngaspersectlenR4Ogof DECKAND COVERED PORCH NOTES: JOISTONLEDGER 3-OdCOMMON JOIST NAIL TO BEAM THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PER END lhN'Y S. Reaident~aJ Genst~uctlon Code. A 6-mil patyethylene ~llm shell be applied overs beMw grade par~on of exterior walls pber Io backfilling Ali1 ). IJnfess athe~vlse noted, all flaming metedM ~ ba ~ ACQ pressure tree(ed lumber.fasteners, hangars and anchar~ to be galvanized ar sbenless stee~ BAND JOISTTo JOIST 3- 16d COMMOh JOIST ~ NAIL 1) For mol sheathing within 4 feat of tbe bedmofor sage of the reof. including 4 feet on each side of the roof peak. B) Dreia3age as per sech~ R405 of N.Y S Reald~llal Cons[Tuctfen Code. 2) Girders for deck Jelsls tn be belted to each post w~h washers and nuts BAND JOIST TO: PER TOE NAIL the 4 foot pedme~r edge zone atlachments required shall be used. G~rderennconcreteplemshallbeanchoredwithpreparsteelconnec~rsanch~red SILLORTOPPLATE 2-16dCOMMOA FOOT BEENOTE:I 2). Tabulated 12 inch ~.c. nail s pacing assu mos sheathing aflacbed to rebel / t~uss framing members wllh G>O 49. F RAM IN G NOTES ca.. eta mthI m die. ?' Io.g .char bo , ,th , asher e.d :{OO F S H EATI- IN G: Far framing members with <9.42<G<0.49. the nail spacing shall be mdused to 6 inches NAIL I NAIL 1 ). All framing fechnkluas and mafouds a~ pr~ptNe design Df 1995 BBC H~gh W~nd 3} Pos~ suppmt[ng g[rdem shall be anchored to a 12'x12"x12" tthc~ con~rete fooang. JOINT DESCRIPTION Q37.1 SPACING 3) Tabelatad 4 inch n.c. nail spac~g assumes sheathing I[] labor I ~ss fTam~ng membem with G>0.4g. Far Edlaon Wood Framing Cnnslmchan Manual. Use a mm~mum 1/2" die x 7" lang anchor beg ~ w~shars and nbs Footings Shall be 3 E. framing membels wife 0.42<G<0.49. the nail spacing sbell be rbeuc~l to 3 Inches n.c. ~4~ LU · I ~s PER TABLE 3.8 ~),Unlessothe~isenot~d, allrramlngandstnJcluralweodmatarlaltobefl2+am belewgrbee. Parcheswithcovemdroofssha]lhave12 dla, cencretaFfersfertbeglrdels. SmUCTURALPANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: · LU oog,,s Fi . d). Dech ]ol bev. hfechMg at 3'g D.C.. C E IL IN G S H EAT H I N G: .EATH NG DDAT ION ATNAILpANELSEAC NG D G ES "^ LsuP oETsSPAD ND N ATT.EI"TERMEDIAT PAN FL F, ELD NOTES Z__ 3). Floors, walls, ce~lmgs and raima rs to be spaced at 16 Inches D.c. unMss nntaa 5). A minimum of 10 inch gashing shall be metalled bMween Ibe building and ledger. IOINT DESCRIPTIOt, ~ NAIL NAIL ~berwiie+ Ledger to be fester, ed to building wilh 11'2" dia. L'Olb~ with wasbem aed nu's QTY. SPACING 4' EDGE ZONE I Id COMMON ~16' O.C, 8d COMMON ~ 12" D.C. SEE NOTES: 1, 3 ( BOTH FIELDS) ~). UnleSS othe.se noted , all bearing wall headem to be (2) 2x10 #2 + BTR Daug, Fir,whale needed' GYPSUM ,Ed COOLERS 7" O.C, EDGE NOTE: 2 FOR PANEL FIELD Bearingwallheademtehave(2)jackstudsand(2)felllengthstudseneachsideofall §).Cencruteplemshallbeamlmmum6 abovegrede," WALLBOARD 10"O.C.FIEL[ INTERIORZONE ildCOMMDN@6"O.C 8dCOMMON~12"OC SEENOTE, 3 UJ ~ i"~ ~1.'13) 3penings. LVL headers to have (3)JaCk studs and (2)lull lenglh studs mi each side of WALL S H EATH IN G: NOTES spenthgs. Baaang wallwindow s~lls shall elsa have (2) wfed~w sill plates for 2x4 wall 7). All Joisfe fe ha sugbert~d with hangars and sachets. Each Jest shall also be anchored PLUMBING NOTES 7116"0SB 3'0.c EDGE r).PrevldebleoNn~addglnginflcorjoistsatO'0oc Useselidble~ln, inflearJu[sf~ FLOOR SHEATHING: NOTE: provide adequale b,'aclng and plates to protect and secure fie structure Verl~y with the JOINT DESC.IPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY O- B' D.C. E~G~ EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. o have regular 1/2" sbeeb~ck. All walls to be taped and §nlshed ELECTRICAL NOTES: m.~bers shell be doubled, er alfemate connectors, levels. Concealaa hodzoMal bated spaces shall also be fireblncke~ at intelvafe ~ot excaedthS 10 CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED 5). For the ~mbloching of chimneys and fireplaces, re[er to Secben R1001.16. N.Y.S. Residen~Jal Code. S H E ET N O: !JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACIN{~ RAFTER TO 9'WALL: 3~d COMMON EACH TOE-NAIL TOP PLATE 10' WALL. 4-8d COMMON RAFTER CEILING JOIST 9' WALL: 3-8d COMMON EACN TOE-NAIL TO TOP PLATE 10' WALL. 4-8d COMMOh JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3~7 EACH FACE OVER PARTITION WFCM - SSC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 1~ COMMON ENS NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT FETAL SQFT, OF CONSTRUCTION DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND lg95 SBC HIGH WIND EDITION~ WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 6D DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 4E (L~VE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 4D ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION IROOF - FOUNDATION) DETAIL PAGE & GENERAL N(~TE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION " (SMOKE & Co DETECTORS) SEE FLOOR PLANS ]];{USS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3 6 RELEASE la NAIL NAIL NOT~S JOINT DESCRIFriGN Q3~ SPACING TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE. 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SiDE NAIL STUD TO 2 · 16d COMMON 24' FACE STUD O.c. NAIL 16" O C. FACE HEADERTOHEADiER 16dCOMMON ALONGEDGE.~ NAIL TOP OR BOTTOM 2 - 16d COMMON g[=R 2x4 STUD END PLATE TO STUD 3 ~ 18d COMMON PER 2x6 STUD NAIL BO I~OM PLATE TO: PER FACE NAIL FLOOR JOIST, SAND JOIS' 2 - 164:1 COMMON FOOT ~EE NOTE: 1 END JOIST OR BLOCKING NAIL NAiL NOTES JOINT DESCRIPTION QTY. iPACIN( JOIST TO: PER TOE SILL, TOP PLATE OR GIRDEF ¢ - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAiL BLOCKING EACH TOE TO JOIST 2-8d COMMON END NAIL :IOOF SHEATI- lNG: JOINT DESCRIPTIO'~ NAIL NAIL QTY. SPACING STRUCTURAL ~d COMMON AS PER TABLE 3 -c PANELS WFCM - SeC 7116" DSM 3" O.C EDGE PLYWOOD 6d COMMON 6' O,C. FIELD GYPSUM 7" DC EDGE WALLBOARD 5d COOLERS 10' O,C. FIELD