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Home My WebLink About4313-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPB-R%~MENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z19572 Date DECF2~BER 10, 1990 THIS CERTIFIES that tile building Location of Property 370 House Counhy Tax Map No. Subdivision ADDITTON MEDAY AVE. MATTITUCK Street Hamlet 1000 Section 113 Block 10 Lot 8.1 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 27, 1969 . pursuant to which Building Permit No. 4313Z dated MAY 28~i 1969 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 BUILD AN ADDITION ON EXISTING DWELLING. The certificate is issued to WALTER ~ALOSKI (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ~N/A UNDERWRITERS CERTIFICATE NO. ,N/A PLUMBERS CERTIFICATION DATED N/A Building Inspector Rev. 1/81 TOWN OF SOUTHOLD ~ BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N? 4313 Z Permission is hereby granted to: ..~.ta~.e~...~.e~ .....~/,.C.L~.3,.~...~..~...~,, .~ ......... ~:t~£t~ .............................. .................. to ................. ~13~l..a~...~t~Lt I~..,o~ ..e~i~.~l~,~ .*~c~2 ~ ............................................. ot premises located at ......................... ~f~..~,~'e ............... ~'~;~..2J~..~..~.....~),~,~~.~ ....... ................................. ~t~ti~. ......... ~.~o ...................................................................................... pursua:nt to application doted ................................... ~: .......2,~......, 19...{~., and approved by the Building Inspector. Fee $,..~.~.~ ........... .................... Building 'i;;;;pect~r * TOWN HALL · APPLICATION FOR CERTIFICATE OF OCCUPAN, r _~OWN O~O__.. .~UTPOL.~ ....... This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: i. Final survey of property with accurate location Qf all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code 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: 1o Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 1o Certificate of Occupancy - New dwelling $25.00, Additiohs 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 Buildingl- $i00.O0 3. Copy of Certificate of Occupancy - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00,.Commercial $15.00 Pate . ':ew Construction. ~.... . Old Location' of ' .... Z..~.ur o~re-exis~ing ~.oui±~ng~' ..... .~ ......... Property ......... ............ ..~ .~..?.~.....~. ...... '~-'/.[ .~ .~ ~v.k~l<~. .... House No. Street1 Hamlet '' County Tax Map No 1000, Section .... /~.3 .... Block ..... ~D ........ Lot....~.'.L. ........ . ... Subdivision .................................... Filed Map...~ ........ Lot ..................... Permit No .~J/~ Date Of Permit ~ /~/ * ....... · ~., ....... ~ ~ ~ ....~ppilcant o · ? ....' Health Dept. Approval .......................... UnderwriterslApproval~ ........................ Planning Board Approval ........................ Request for: Temporary Certificate ........ .. . Final Certic~te ........... Fee Submitted: $. o~) o //~ ~.~....~...~~...~.,, , . .... . ............... I~/~/ · f t'kP PLICAN~ Disapproved a/c ............................. · ........... ~STBU~ON~ a. This applimt[on must be completely filled in by type~iter or in Build~ng tn~. b. PBt pl~ ~ho~ng l~ation of lot and ~ buildings o n prem~s~, ~lati~ip ~o a~o~n~g pmm~ ~ public s~e~ ~ ~, ~d givln~ a dotailofl dese~ption of lay out of pa~ of ~ appHeat~n. e. ~, work ~ve~ b7 ~i~ applieat[~ may ~. H~ a~v~ of ~i~ applleati~, the Buildin~ In spear will ~sue a Buil~ Su~ ~it S~ ~ kept ~ ~e premiss available for ins~i~ throughout ~e e. No buil~ng sh~ ~ ~c~pied or us~ in whole Oc~ncy ~1 ~ve ~n gr~t~ by the Building ~sp~.. ~CA~ON IS ~Y M~E to ~e Bmld~ng Department f~ the msuan~ of a ~fldi~ ~~t ~o the Bufl~ ~ne O~in~ of the ~wn of ~ath01d., S~lk ~nty, New Y~k, ~do~ a~ble Or~nces or ~lat~ons, for the ~ion ~ build ings, additi~s ~ ~t~ations, ~ f~ ~ or de~ litlon, as h~in descried. The applicant agrees ' "~ .......... t~":"' State whe~er applicant is owner, lessee, a~ent, archi[eot, engin~r, ~neral contract, eleetriei ............. ..... ........................... ~ a~lle~t ~s a oo~orate, signature of duly ~thorizo d .................................................... (Name ~d title of cor~ate officer) ~~~t NO. St~t and ~umber ../.¥~.~.~ ~.~ ..... ~ ~ ~ ~ Munieip~ty ~. State exist~g use and oecup~ey of p~mi~s ~d in~ended use ~ ~eup~ of p~ ~ion. ~. ~i~t~ ~ ~ o~r ...~ .~ ~. ~ .~..~ ....... ~.~..~. ?. d.~.~. ~.~ ........... b. Int~d~ ~ .~d ~eup~e7 .. ~.~.~.~.~ ........................................ 3. Nature of work (check which applicable): New Building ........ Addition ...... ration -- Repair ......... R~emoval .~ ..... Demolition ........ Other Work (Describe) ~.~, .................. 4. Estimated C~st ~ ~./r.f° J' °,..~..~ . .Fee ....................... ......... (to be paid on filing this application) 5. If ~lwelling, number of dwelling units 'l . Number of dwelling units on each floor ! If garage, number of cars .......................................................................... 6. If busings, commercial ~r mixed occupancy, specify nature and extent of each type of use .............. 7. Dimensions ~f~existing structures, if any: F~ont . .~...?. ..... Rear .. ~ .~ ...... Depth . .~...~.. ...... /V, Height,. ............... Number of Stories ..... /.//.~ ............................................ Dimensions o~ same.structure wi~h alterations or additions: Front .............. Rear ............... Depth Heigbt of .... ....... _j ¢ 8. Dime~ions of entire new eonstrnction: Front ..._.~...~. ......... Rear .............. Depth ............ Helgh~ ............ Number of Storie~ ...... ~,,...~..'~...O..~-.~. .................................. 0. Size of iot: ~ont .../...~.?. ...... Rear .... /~'.O..~ .... Depth ..~..~..O...~..~..,~ . ~ /) x0. Date of P~h~ ..... /..~.7/. .................. N~me ~.j'o~er Owner .~ .... ............. ~ 1L Zone'~r use district in which premises are situated ................. : ..~ ....................... - 12. Eloes proposed construction violate any ~ing law, ordinar~?e or r,e. gulatio~a~ L ...... ~(..0. ~ · 13. Name of Ownerof premises W/IX .~..~.4.¢X~.,~'ddress ~.~.."../$..-.'~? .~..~ .~-~.~. Phone 'I~'. ~'~.' ~.' ~.'~/~ Name of Architect ............................. -~ddress ...................... Phone No ............ ~ Name of Contractor ... Address Phone No. ~ PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property, lines. Give s~eet and block number or description acoording to deed, and show'street' ~ames and indicate whether interior or corner l~t. STA'I~ OF ~ YORK, )S.S ..... COUNTY OF .............. ) -.... ~. · .~'..~. ~. ~..'~..~. ..... .~. · .~.~. ?f~. o .......... being duly sworn, depozes and says that he is the applt- (Name of indivi~u, al signing ~pplication) cant above named. He is the ................ ~.~ f~-~aZ~ agent, c~rt~orate, officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and ~to make and' file this application; that all statemer~ts oontained in this application are true to the best of his knowledge and belief; ~nd that 'the work will be performed in the mann er set fortl/in the application filed therewith. Sworn to before me this ..... ....... i~'m ~x~ires MarCh 30° Wal~er Walask~ Meday Ave. Mattituck TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR TOWN HALL SOUTHOLD, N. Y. 11971 ?CFI.,. 765-1802 March 13, 1981 Dear Mr. Walaski, This is to advise you th%~e ~Qb_U~dDr Building Permit No. 4313Z issued to wa±~erwa£as~x on May 28, 1959 for An <~' appears to be ~mpleted ~s of Our la4t inspection. Before you can legally use or occupy this structure a Certificate of Occupancy must be issued. Please fill the above office. of Occupancy out the enclosed form and return same to There is a fee of $5.00 for a Certificate Thank you for your prompt attention4 Very truly yours, GEORGE H. FISHER Sr. Building INspector GHF:sm encl. MORTON BUILDINGS GENERAL SPECIFIC~TIQNS LAMINATED COLUMNS - No. 1 or better southern yellow pine nail laminated 3 member S4S columns used in building are.pressure treated below grade to a retention of .8 ~ounds per cubic foot with Dhromated ¢oppe~ Arsenate Type III, Oxide type, as listed in Federal Specifieation TT-W-571J. The treated portion of the column embedded in ground shall be laminated with stainless steel nails. FOOTINGS AND ANCHORAGE - Column holes are dug 4 feet min. depth below grade and ready-mix concrete pads or dry concrete mix pads are poured in place (note plans for size & type). Two galvanized steel angle base anchors are placed 1" from bottom of column. Additional concrete mix is poured around base of column then backfilted with soil and compacted at B" intervals. SPLASHBOARDS - Splashboards are ~o. 2 ur better southern yellow pine 2"x8" S2S and center matched, pressure treated to a net retention of .4 founds per cubic foot with Chromated Copper Arsenate iType III, Oxide type, in accordance with American Wood Preservers~ Association Specification C2. One row is furnished for building en a level grade. FRAMING LUMBER - Side nailers are 2"x4" S4S SP~ 2100 MSR spaced approximately 30" O.C. with all joints staggered at attachment to columns. Roof purlins are 2"×4" S4S No. 2 SPF or better on edge spaced approximately 20" O.C. All other framing lumber is standard grade or better. ROOF TRUSSES - Factory assembled with 18 or 20 g~uge galvanized steel truss plates as required and graded kiln dried lumber as specified. In-plant quality control ~nspection is conducted under the auspices of the TPI inspection bureau. T~usses are designed in accordance with current staSdards and specification~ for the stated loading. BRACING - O.O35"xl-1/4'"high tensile steel construction X-bracing in all unobstructed corners, Lateral truss ties and end bracing as needed. SIDING PANELS - 0.019" min., Ggo zinc galvanized steel with an additional baked-on ~ilicone finish. Color is I mil thick on exterior. ROOFING PANELS (PLASTISOL) - 0.019" min., GgO zinc galvanized steel. The top side of the panel shall have a b~ked-on pla~t!~ol'coat with a minimum p.~int thickness of 4 mils. TRIM - Die-formed trim of 0.019" min., GgO galvanized steel on gables, ridges, corners, base, windows and doors with same paint finish as roofing and siding panels. GUTTERS ~ §' box type gutters, color to match trim, on beth sides of the building. HEATING~ PLUMBING~ VENTILATION~ AND ELECTRICAL WORK - By others, not part of these plans, NOTE: BUILDING GENERAL SPECIFICATIONS apply unless indicated differently on specific job drawings or supplemental information. '3~5 PL 2/86 'SHEET IN'DE)( SHEET DESCRIPTION I OF 5SPEC/F/CATIONS ¢. SHEET INDEX 2 OF .~ COLUIvlN PLAN ~ EL EVAT/OI?S ~ OF ~SECTIONS £ DETAIL 4 OF 5CORRIDOR SECTIONS 5 OF 5~ TRUSS OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 'I hereby certify that this plan and specification was prepared by me or under my direct persona] supervision and that I am a duly registered ProFessiona) Engineer and competent to prepare this document. DATE L~-ZO-$$ REG. NO. C,~)\qc>' AP~PI~OVED AS NOTED DATE~B.R #~ NOTIFY II~RF. DING DEPARtmENT AT 766-1802 ~ AM TO 4 PM FOR THE FOLLOWING INSPECtiONS: 1. FOUNDATION - 'I~OREQUIRED FOR POURED CONCRETE 2. ROUGH - R~AMING · PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NO~ RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS CHECKED BY: ~ I DATE: REVISED BY: .~ I DATE: BUILDINGS, NC.[ CHUCKS PECONIC ,' NEW YORK OFFICE R/V£F~HEAD , NY I SCALE: .,ce NO. /2~- 0057 / L XJORT~ CLc¢~-r io~ ( qI'iTHICK READI-MIX PAD OR ( $ )50# BAGS SACKRETE PRE MIX W/WATER IN HOLE AND ALLOWED TO HARDEN. 'AND ( ~ )50# BAGS SACKRETE PRE MIX W/ WATER WHEN SETTING COLUMNS. PLASTISOL HI-RIO ST[EL--~ 2"x4" PURLINS ZO" O.C. ~ (NO. g SPF) 2"x4" BEV. PURLII -- FILLER STRIP 5" O.G. GUTTER 2"x6" BEV. FASCIA-- SR144 & SR~46 FASCIA COVER' PRECUT SOFFIT 2"x6" OVERHANG NAILER -- (C) 1/2"X5-1/2" M. BOLTS & -- (4) 20d R.S. NAILS (~) ROWS 2"x4" NAILERS -- (2100f MSR. SPF) TRUSS eLO~)H-ZN INS. W/ 4 MIL VAPOR BARRIER AL~7~C~L --HI-RIB STEEL -- 2"x4" TOP BLOCK ---2"x4" STRIPPING 6" BATT INS. W/ 4 MIL VAPOR BARRIER GRADE TO HEEL HI-RIB STEEL --3-2"x6" LAMINATED COLUMN SIDEWALL SECTION go MPH WIND LOAD -- PROTECTIVE LINER ~ BASE TRIM ~ FILLER STRIP I ) ROW(S) 2"x8" SPLASHBOARD x4" NON-TREATED k/2"xl" BLOCK & SR109 BASE TRIM %"CONC. (BY OTHERS) PERIMETER INS. (BY OTHERS) --2%6" TR. BOTTOM PLATE NOTE: CORNER AND ENDWALL COLUMNS TO HAVE 1§" DIA. FTGS. W/ (1) 50# BAG SACK~ETE OR ( 4")THICK READI MIX PAD IN HOLE AND {1) 50#BAG SACKRETE WHEN SETTING COLUMNS 46MBASE ANCHORS ~.~" }THICK READI-MIX PAD OR IN HOLE AND ALLOWED TO HARDEN. I AND { ~)50# BAGS SACKRETE PRE MIX W/ WATER WHEN SETTING COLUMNS. (~) 1/2"x 5~z'' M. BOLTS (5) 2"x~ STUB COLUMN 2"x6" BLOCK PL G C £ 5g H~ . SRlO5-- SR2q/26 2"x3" JAMB (BEYOND) (3) 2"x ~" JAMB COLUMN ( '2"x6" BLOCK (BEY TRUSS OHD HEADER NAILING SCHEDULE HEADER STUB JAMB MEMBER COLUMN COLUI4N NOTES: 1. Numbers above are 2Od R.S. requJred per connection. 2. Pre-dr1]1 headers as re- quired to prevent splitting. 3. If number of nai)s required for header to jamb column conneotion is excessive to cause splitting, the excess nails may be ~nstal]ed in header support blocking. OHD. HEADER DETAIL L." t?~TT HEADER NAILING SCHEDULE HEADER STUB JAMB MEMBER COLUMN COLUMN 2x 2 ~A~ 1 i ~ z"~Io" B 8, NOTES: 1. Numbers above are 2Od R.S. required per connection. 2. Pre-drill headers as re- quired to prevenb splitting. 3. If number of nails required for header to jamb column connection is excessive to cause splitting, the excess nails may be installed in header support blocking. DRAWN BY: ~,~,r~ ~5~' DATE: 4-r[~-~=~ CHUCK5 -~IDCEgLkOD ~OFFICE ,~,,,~'=.c~ ~/d¥ SCALE: RE~,,SEDR',': I I DATE: I I~ ii I """""' '-~'~'' I '~ o' ~- I TRUSS SPACING 7S~" O.C. LIVE LOAD 30 PSF DEAD LOAD ~ PSF CEILING LOAD ~ PSF TOTAL LOAD ,-~7 PSF NOTE: WEBS ARE RAFTER LUMBER 2X4'S LENGTH 18'5-1/8" STRESSES TOP CHORD LOWER CHORD 11x16 PL. T,C, i/2 5'9-1/8" C~J~I3ER AT CENTERLTNE 16xlO PL, 18 GA, 7 llx13 4EB #2 //3 -- 6x1D PL::- 7 7 '~,, PL, 'EB #q. L..C, 2)~/0 5~:::::i 10'8" 17' 10-1/2" 12 IEB,# 5 13x8 ~DL,'18 GA, PL, 18 GA. TRUSS DESIGN SPECIFICATION: Truss has teen designed by computer using tile Purdue Place Structures Analyzer IAW currect stacdards and specifications of recognized engineering principles. Output data will be provided upon request. LUMBER SPECIFICATION (1982 NDS for Wood Construction): Lower Chord -- 1950f - 1.5E MSR Southern Pine Top Chord .... No. 1R.D. - 15 Southern Pine ~eb Members -- No. 1K,D. - 15 Southern Pine TRUSS PLATE SPECIFICATION (IDBO Evaluation Report No. 2929): ASTM A-446, Grade A 20 Ga, and 18 Ga. where noted, galvanized steel Morton truss plates identified by a he~ag6n s~amped every 1-1/4" along the center of the plate, DRAWN BY: CHECKED BY: REVISED BY: DATE: 4./~_~ DATE: DATE: $6'L COMM, SoCo TRUSS OFFICE JOB NO. NO, 1 1950 MSR SCALE: SHEET NO,,