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Home My WebLink About12482-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. Certificate Of Occupancy No..Zfi..2~.4.9. ......... Date ................................. 19 . THIS CERTIFIES that the building . .~g~. ~.c.u. 1..~.u?.a. 1...~.~.qr.a. ~9..b..u.~.l.d.~..n~ ............ Location of Property 2217 Indian Neck Lane Peconic County Tax Map No. 1000 Section 086 .Block 0 5 ...Lot 01 2.2 Subdivision ............................... Filed Map No ......... Lot No .............. conforms substantially to the Application for Building Permit heretofore filed in this office dated .... ~.u.g....4. .......... , 19.8.3. pursuant to which Building Permit No....~ .2.4.8..2 .Z ............ dated ~..u .g....2. 3. .................... 19¢.3. ., 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 ......... An agricultural storage building. . ..... The certificate is issued to ....~.o.h.n, .&.. ~.a.c..~.h.a..F. ontino ...................... of the aforesaid building. Suffolk County Department of Health Approval . .iq./..~ ..................................... UNDERWRITERS CERTIFICATE NO, # N 6 1 8 7 8 6 Building Inspector Rev, 1/81 FO~ NO. 2 TO~N O~ $OUTROL~ BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PEP, MIT (THIS PERMIT MUST B5 KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 12482 Permission is hereby granted to: ..... ../...~ ....... ~.~.~......~..(. ................................... .... ~.~..~..,....~.:...~. ............................. ,o ....~. ~.~..~z.....~./~ ... ~..~z~..c ~.z~.~.~,~c~.~.......~.~z~.~. ........ ...... ~..~.~../..~..~ ....................................................................................................................... at premises located at ........~'"~"/'"7' .......Z~.Z:2/.~..~.....Z~.~.C~...~.~..~(~ ......................... .............................................................................................................. .~.~.~.~..~,....~...y,.... County Tax Mop No. 1000 Section ...(~.~.. ......... Block ...~. -~... ........ Lot No .....~.../.~..~..~.':.. pursuant to application doted ........................................................ , 19 ........ , and approved by the Building Inspector. Fee $.~..~.....~...~... Rev. 6/30/80 FORM NO. 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y. 11971 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted in duplicate to the Building Inspec- tor with the following; for new buildings or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic featu res. 2. Final approval of Health Dept. of water supply and sewerage disposal-(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of peoperty showing all property lines, streets, buildings and unusual natural or topographic featu res. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. Fees: ~ / 1. Certificate of occupancy on pre ex~st g dwelling 2. Certificate of occupancy - ' 3. Copy of certificate of occupancy $1.00 landuse--Pre-Existing C.O. $15.00 Vacant land C.O. $ 5.00 .11 Date . . j. . ./. ............ New Building .... ~ ....... Old or Pre-existing ~Building .~. .......... ~'acant Land...~. .... : ...... Owner or Owners of Property .~...~... ~~. ~ .................. County Tax Map No. 1~00 Section .~: ............ Block .~ ............. Lot~..~ ........... Unde~riters Approval.. ~ .~ .~ .~...~. . .Planning Board Approval ...................... Request for Temporary Certificate ..................... Final Certificate ....................... Fee Submitted $ Construction on abo~o described bu,ld,n~ and ~m't meets all ~l~:~nd ro~lat'ons. FIELD ~NSPESTION COMMENTS FOUNDATION (1st) FOUNDATION (2nd) ROUGH FRAME & PLUMBING INSULATION PER N. STATE ENERGY QODE ADDITIONAL COMMENTS: ~O~TON BUILDINGS GENERAL SPECIFICATIONS SQUARE POSTS - No. 2 or better southern yellow pine 6"x6" square posts used in Morton Buildings are pressure treated with pentachiorophenol in P9 oi! to a net retention of .5 pounds of pentachlorophenol per cubic foot of wood. ~NCHORED IN CONCRETE - Post holes are dug 4 feet deep, 45 pounds of concrete mix is poured into the hole. A ~" x 9" rod is placed through the post 2" from the bottom. An additional 45 pounds of concrete mix is poured around the base of the post. SPLASHBOARDS - Splashboards are No. 2 and better southern yellow pine 2"x8" S2S and center matched, pressure treated with pentachlorophenol to .3 pounds"retention. One row is furnished for buildings on a level grade. ROOF TRUSSES - Factory assembled with 18 or 20 gauge steel truss plates as required. Trusses are designed by a registered professional engineer for roof loads :s required by local conditions and building codes. BBqCING - Knee braces at each truss-column connection. 0.035"x15" high tensile stee! diagonal, X-bracing in a!1 corners. Latera~ truss ties as needed. ROOFING AND SIDING PANELS - 0.019" min., Ggo zinc galvanized steel with an additlonal baked-on silicone finish. Color is 1 mil thick on exterior. TRIM - Die-formed trim of 0.019" min. stee! with silicone finish on corners, gables, ridges, and doors. GUTTERS - 5" box type gutters, colors to match trim, on both sides of the building. OVERHEAD DOORS - Aluminum frames with sectional panels of translucent fiberglass. ~KYLITES - 38"x7'1" panels of 8 oz. translucent green fiberglass or 6 oz. translucent white fiberglass with Tedlar formed into same pattern as roofing and siding panels. HEATING, PLUMBING, VENTILATION, AND ELECTRICAL WORK - By others, not part of these plans 800 WARRANTY ON MORTON BU~LOiHGS MORTON BUILDINGS, INC., warrants bui!dings which i% erects as follows: For a period of 40 years to absorb repair or replacement costs, includ!ng mater!a! and labor, if any preservative treated ~imber co!umns fail due to decay or insect at%ack. For a period of 10 years to repaint or replace free of charge any roof or side panels on which the paint has separated from the panel due to cracking, peeling or checking. For a period of 5 years to repaint or replace free of charge any roof or side panels on whlch under conditicns of nome! weathering: Cha!king has occurred in excess of 8 ur|its on s!de paneIs and 6 units on roof panels (ASTM D659). Fading has occurred in excess of 6 NBS units. Corrosion due to acid rain has resuited in red rust. For a period of 5 years to repair free of charge any roof leaks due to defects in ma!erie! or workmanship, except those occurring where the building is connected to an adjoining structure. For a period of five years to repair, or in i%s discretion, to rep!ace free cf charge ~he build!ng frameworK, roof and side panels and sliding doors, if direc;ly damaged by snow or wind loads. Mcr;on Buildings does no% agree %o repair damage by flying or fa!l!ng objects, oamage to interior wa!Is, ~eil~ng, par~!tions, overhead doors, equipment or contents, or preparation of the site. NOTE: MORTON BUIL~I~;GS SENERAL SPECIFICATIONS AND WA2RANTIE~ apply unless indicated differently on s~ecific job drawings or supplementa! information. )RAINN BY: ~HECKED BY: IEVISED BY: ~Lcl~ Hc N-FI NO HI-RIB STEEL VAPOR BARRIER BOLT(S) BLOCK 6" BATT INSULA HI-RIB STEEL VAPOR BARRIER SIDEWALL SECTION ~ PSF WrND LOAD I' WIDE TF 600 &-2 - &5 JOB NO. "~' ~1'~ SHEET NO. of TP~S SES SPA~D ROOF LI~ LOAD ~D LOAD CEILE{G LOAD 6' O.C. 27 PSF 4 PSF 3 PSF 34 PSF Truss has been designed by computer using the Purdue Plane Structures Analyzer IA~ the Truss Plato Insti- tute'S specifications. Output data will be pro- vided upon request. 1950f 5~R lumber used in lower chord and I4S0f or 2 better lumber used in top chord and web members. Allowable stresses are in- creased for short term loading. 20 Ga. galvanized · gusset plates are used ex- cept where noted. NAILS t2~Sxl3 PL. JOINT .~ I JOINT 2-TOP CHORD (~2130~ I), i-LOWER CHORE, NAILS 1 0/4 5xlO PL. ;~ NAILS 4/2 JOINT ,¢2 JOINT ,¢3 NAILS I 0/4 9xl6 PL. ~ .i_~.16_ 1/Z,,.' '~:::::::::i! - ...... ! [:':::::,: .... JOINT ~4 RAFTER LENGTH I 5'4" TRUSS LENGTH , 10/4. JOINT -~6- ~_;::::i JOINT FORM NO. 1 '" ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y, 11971 TEL,: 76§-1802 ? · Approved~.~..~..~'.z ..... l~..-f..eermitNo.~..~.~.~...~'/. ~- Disapproved a/c ......... : '~ """ .............. "' (Building Inspector) APPLICATION FOR BUILDING PERMII INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted 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, a/re[ regulations, and to admit authorized inspectors on premises and in building for necessary inspe~rff~n._n~s. ,-,, ~ 4~ ~ (Signature of applicah~, or_name, if a corporation) (Mailing address of applicavg0 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ;~'~d2;~;~fpremises i~...~...~..~ ........................... ~/ (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Electrician's License No ....................... Other Trade's License No ...................... 1. Location of land on which proposed work will be done ....... /~....~....~/~2.. ~~"~...~.ft~. · 7 ck, --/ County Tax Map No. 1000 Section .... ~. ~ ......... Block ..... X ........... L ~c~-Z~. ~ ........ Subdivisi6n..'..~. · ~ ................ Filed Map No ............... Lot ............... (Name) 2. State existih~ use~ ahd (~ceupahcy of preznises and intended use and ~ffz~ancy of proposed construction: a. Existing use and occupancy ..~. ~/' "~ ........ ...... b. Intended use and occupancy ..... ~ ~27.~.,~. ~ .... ' /' .... 3. Nature of work (check which applicable): New Building .......... Addition .......... Alteration .. ~,.. ...... Repair .............. Removal ............ Demolition .............. Other Work ........... '..'.. :~ / ~ ~ (Description) 4 Estimated Cost /.b.-7. ~.O,0..~ ......... Fee ..................... (to be paid on filing this application) 5. ] f dwelling, number of dwellinglunits ............... Number of dweliing units on each floor ................ If garage, number of cars ........................................................................ 6.I f business, commerciai or mixed occupancy, specify nature and extent of each type of use ..................... 7. Dimensions of existing structures, if any: Front ............... Rear .............. Depth ............... Height ............... Number of Stories ........................................................ Dimensions of same structure ~vith alterations or additions: Front ................. Rear .................. Depth ................... i · · Height ........ L. ............. Number of Stories ............... 8. Dimensions of entire new construction: Front .... ~ ~ ....... Rear· ~1~. O. ......... Depth . i .~'.' i i~i ....... tteight ./..,~. .......... Number of Stories .... /. .................................................. 9. Sizeoflot: Front ,<e,.~,e. ~ ....... Rear ...................... Depth ...................... 10. Date of Purchase .......... i .................. Name of Former Owner ............................. 11. Zone or use district in which pr~mises are situated ..................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: ...... 13.~ Will lot be regraded ...... ~..,~ · · ~ .... .~ .... ~.. Will excess fill be. rem~oved fronl premises: Yes_ ~No 14. Name of Owner of premise/sf~,t,~..~,,(~/~dres .~.../Z I~v~-~...'~-.4~hone No. ~.~..~..~...b~..f~....~. Name of Architect.~a: . ~ . H .,.,~ ,~., ...... ,~ .....Address,.~ ................. Phone No .... ~, ~, ......... Name of Contractog'~-~ .~...'~-?~...:. Addres~.¥.l~(~. ~.~l./!hO~.~. ii, hone No~..O.J.. ~. ~..-7.~[ .~.O. PLOT DIAGRAM Locate clearly and distinctl.y all! buildings, whether existing or proposed, an& indicate all set-back dimensions from property lines. Give street and blocklnumbar or description according to deed, and show street names and indicate whether interior or corner lot. STATE OF NEW YORK, OK... S.S /0 (Name of individual signing contract) above hamed. He is the ' ~ (Contractor, agent, corporate officer, etc.) , · ~ ~ , and is dul~ authorized to perform or have performed the said work and to make and file this application; that ail statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this : c~mo,..,e, t~, scut~? ioooa~ THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRIG[TY oc'~o~r ~,,'~ i~3 8s JOHN STREET, NEW YORK, NEW~7i/83YORK 10038 i. tae/ollowing location; ~ Basement ~ 1st FI. ~ 2nd FI. Section Block rot was examined on i~'~ ~ ~ 1~3 and found to be n compliance with the requlreraents o/this B~rd. FIXTURE FIXTURES RANGES OVENS DISH WASHERS EXHAUST FANS DRYERS SYSTEMS NO. OF FEET E OTHER APPARATUS: E R V I C NO, OF CC, COND A.W.G. NO OF HI-LEG A W O NO. OF NEUTRAtS A. W, G PER ~ OF CC. COND, OF HI-LEG OF NEUTRAL 1 310 1 3/0 B. J. Electric 8tillwater Avenue Cutchogue~ NoY. 11935 This certificate must not be altered in any manner; return to the office of the Board ifrlncqrrect. InspectOrs may be identi co.¥ Thesewage disposal and water suppiy facilities for this location have.been inspected by this department and found to be satisfact~ ' 'i High Nitrates },,Pater not to be used., ' f6r Pr6Par-a ~t'T~n of oaby form_u~.~<~, cr 'consumpt~_on by infants, under 6 months of THE WATER SUPPLY AND SEWAGE (S) , , MORTON BUIlDiNgS GENERAL SPECIFICATIONS SQUARE POSTS - NO. 2 or better southern yellow pine 6"x6, square posts used in Morton Buildings are pressure treated with pentachlorophenol in P9 oil to a net retention of .5 pounds of pentachlorophenol per cubic foot of wood. ANCHORED IN CONCRETE - Post holes are dug 4 feet deep, 45 pounds of concrete mix is poured into the hole. A ~" x 9" rod is placed through the post 3" from the bottom. An additional 45 pounds of concrete mix is poured around the base of the post. ~PLASHBOARDS - Splashboards are No. 2 and better southern yellow pine 2"x8" S2S and center matched, pressure treated with pentachlorophenol to .3 pounds retention. One row is furnished for buildings on a level grade. ~OOF TRUSSES - Factory assembled with 18 or 20 gauge steel truss plates as required. Trusses are designed by a registered professional engineer for roof ioads :s required by Iocat conditions and building codes. ~RACING - Knee braces at each truss-column connection. 0.035"x15" high tensile steel diagonal, X-brQcing in a!I corners. Latera! truss ties as neeued. ROOFING AND SIDING PANELS - 0.019" min., G90 zinc galvanized steel with an additionaI baked-on silicone finish. Color is 1 mil thick on exterior. TRi_=__~M - Die-formed trim of 0.019" min. steel with silicone finish on corners, gables, ridges, and doors. GUTTERS - 5" box type gutters, colors to match trim, on both sides of the building. OVERHEAD DOORS - Aluminum frames with sectional panels of translucent fiberglass. ~KYLITES - 38'x7'I" panels of 8 oz. translucent green fiberglass or 6 oz. translucent white fiberglass with Tedlar formed into same pattern as roofing an~ siding panels. H~EATING, PLUMBING, VENTILATION, AND ELECTRICAL WORK - By others, not part of these plans. 8OO "~' ~'~' ' ...... .~..~,~ ~,~J BUILDI,~GS, ]NC. J::;:'O N-'r' 1 NO WARP~ANTY ON MORTCN B~IL~,~S MORTON.BUILDINGS, INC.. warrants bui!dings which it erects as follows: For a period of 40 years to absorb repair or replacement costs, including material and labor, if any preservative treated timber c~.umns fail d~e to decay or insect attack. For a period of 10 years to repaint or replace free of charge any roof or side panels on which the paint has separated from the panel due to cracking, peeling or checking. For a period of 5 years to repaint or replace free of charge any roof or side panels on which under conditions of normal weathering: Chalking has occurred in excess of 8 un,ts on side panels and 6 un,ts on roof panels (ASTM D659). Fading has occurred in excess of 6 NBS units. Corrosion due to acid rain has resulted in red rust. For a period of 5 years to repair free of charge any roof leaks due to defects material or workmanshlp, except those occurring where the buiIding is connected to an adjoining structure. For a period of five years to repair, or in its discretion, to replace free of charge the building frameworK, roof and side panels and sliding doors, if directly damaged by snow or wind !oads. Morton Buildings does not agree to repair damage by flying or falling objects, oamage to in~erior wails, Feiling, partitions, overhead doors, equipment or contents, or preparation of the site. NOTE: MORTON ~u,~,.,SS SENERAL SPECIFICATIONS AND WA2RANTIES apply unless indicated dJfferent!y on s2ecific job drawings or supplemental information. DRAWN BY: I kP~'~ DATE: CHECKED BY: I~ ~T DATE: REVISED BY: ! DATE: i~B" BATT INSULATION VAPOR BARRIER VAPOR BARRIER SIDEWALL SECTION 8-2 - &5 JOB NO. "7~,- ~; q SCALE: SHEET NO. of TOTAL LOAD 34 PSF Truss has been designed by computer using the Purdue Plane Structures Analyzer 1AW the Truss Plate Insti- %~Ite ' s specifications. Output data will be pro- vided upon request. 1950f MSR lumber used in lower chord and I450f or _ better lumber used in top chord and web members. Allowable stresses are in- creased for short term loading. 20 Ga. galvanized . gusset plates are used ex- cept where noted. JOINT .~ I ~ NAILS ! 0/4 i I ~--,.,._ 5xlO FL.. - NAILS 1 0/4 9x16 PL, ~01~1 ~4 RAFTER LENGTH i 5'4" TRUSS LENGTH 29'9" + l/8" -- I 14" NAILS I0/4 ISx6 PL. 18 GA. JOINT NAILS I 0/4 JOINT .~5 3-TOP CHORD (521301 !),' ';-L...,~'"'c"-.~ CHORE, ~-~1(62130 GRD ~¢-2-.~a'-'"'~'""~.2), Z-WEB ~1 ~" 0~.13009 I,,~-i~'~B (6~!30a2), ~-~' ..... = "~' .... - -~=,~-'-=13), 4-SxiC ?L.~~* ;- 5900510),4-5x5 PU.f590030.a).4--DX16 p' ~59C09 6), 8-6X9 P {5'~C?G'~a' c-i'z, ,a ,~ raa,-.a=-96) {~, T--~A, ~ ,'--,~ 9'2'~