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HomeMy WebLinkAbout24858-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-25949 Date: 09/08/98 THIS CERTIFIES that the building ACCESSORY Location of Property: 4600 ELIJAHS LA MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 101 Block 1 Lot 2.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 2, 1998 pursuant to which Building Permit No. 24858-Z dated MAY 6, 1998 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 AGRICULTURAL HORSE BARN NOT CLOSER THAT 40 FEET TO REAR OR SIDE LOT LINES & FENCING AS APPLIED FOR. The certificate is issued to FELIX DEERKOSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-463130 08/24/98 PLUMBERS CERTIFICATION DATED N/A - ' 444Z - '7Z /�/ BUi ing Inspector Rev. 1/81 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST- BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 24858 Z Date MAY 6, 1998 Permission is hereby granted to: FELIX & ANO DEERKOSKI PO BOX 248 MATTITUCK,NY 11952 for CONSTRUCT AN AGRICULTURAL HORSE BARN NOT CLOSER THAN 40 FEET TO REAR OR SIDE LOT LINES AND FENCING AS APPLIED FOR. at premises located at 4600 ELIJAHS LA MATTITUCK County Tax Map No. 473889 Section 101 Block 0001 Lot No. 002 . 003 pursuant to application dated APRIL 2 1998 and approved by the Building Inspector. Fee $ 50 . 00 Building Inspector ORIGINAL Rev. 2/19/98 Form No. 6 TOWN OF SOUTHOLD *� BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY k. 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: 1. Final survey of .property with accurate location of 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 12 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. B. 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 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. Fees 1. 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 Buildine - $100.00 3. Copy of Certificate of Occupancy - .25¢. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15+..q0��0, Commercial $15.00 Date . . .$la�.�W . . . .. . . . . . . . . . . . . . . .. . . . . . . . . vew Construction. . x ... .. . Old Or Pre-existing Building. . . . .. . . . .. . . h� Location of Property.. .. ..... .. .. ... ..... .. .. �G CA` �2 r . k PK1:. . . . Q.��.� hr . . . . . . . House No. 4 treet Hamlet Inver or Owners of Property. .sfAl l,t ,f� . . . . . . . . . . . .1. . . . . . . . . . . . . . . . . . County Tax Map No 1000, Sect .."4y 9. ..Block. tC>( . . . . . . . . . . .Lot. �.4' . ��:. . . . . . . . . Subdivision. . . . . . . . . .. . . . . . . . . .. .. .. . . . . .. . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit NoQifR5P�. . :1� .Date Of Permit. . . . . . . . .Applicant 4-h.t.h%X,. . . . . . . . . Health Dept. Approval. . . .. . . . . . . . . . . . . . . .. . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . .. . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . . . Fee Submitted: $. rC3*. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�IIs�Q. . . . . . . . . . . . . . . . C'�A,t . �Sc�Q4 a59APPLICANT ed� �f� THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1195197 BUREAU OF ELECTRICITY i Ir40 FULTON STREET, NEW YORK, NY 10038' Date AUGUST 24,1998 Application No. on file 16235398/98 N 463130 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of DENNIS DEERKOSKI, ELIGAHS LANE, POLE NO. 54, HATTITUCK, NY in the following location; ❑ Basement ® 1st Fl. ❑ 2nd Fl, OUT Section Block Lot was examined on AUGUST 18,1998 and found to be in compliance with the National Electrical Code. FIXTURERECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT, H.P. 8 4 8 DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.j TIME CLOCKS I BELL IUNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. SYSTEMS AMT, WATTS NO.OF FEET SERVICE DISCONNECT No.OF S E R V I C E METER NO.OF CC CONO. - A:W.G. A W G. A.W.G AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W13 0 3W 3 0 dW PER 0 OF CG COND. NO.OF NI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL 1 40 1 CB 1 X 1 2 1 2 OTHERAPPARATUS: HORSE BAR14-1 PANELBOARDS:1-3 CIR. 100 SAHAT ELECTRIC LIC.#4204 L L 50 PAT LANE MATTITUCK, NY, 11952 GENERAL MANAGER 11 Per This certificate must not be altered In any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. :I COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. 1cLD IGS P'; ?iUN DAT COMMENTS 91 —c- FOUNDATION FOUNDATION ( 1st ) z m FOUNDATIONd ( 2nd ) m 2 . z o HOUGH FRAME & PLUMBING y H 3 . INSULATION PER N . Y. .3 STATE ENERGY CODE x m 4 . t y FINAL z ADDITIONAL COMMENTS : m x m ti ^o 1 H H O • x m A r '2 H d . m ro H O��gpFFOLA, 0 Town Hall,53095 Main Road W Fax(516)765-1823 P.O.Box 1179 oy Telephone(516)765-1802 Southold,New York 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 20, 1998 Felix Deerkoski P.O. Box 248 Mattituck, New York 11952 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) XX No Underwriters Certificate on file. XX The check is (not on file. ) $25.00 No Health Department Approval on file . No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 24858-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. 765-1802 BUILDING DEPT. SECTION [ ' FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR M-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING [V FINAL [ ] FIREPLACE & CHIMNEY REMARKS: co DATE v I INSPECTOR 14 �,fYl r �o h i i ne " o� RoMSEc tlJpt� owPY °� L,e0 tlk nl�� T�tn INE EDF v+8 EDGE D`' •�UStln'I I DE1ENS IFNIEDGEAD 3043 10 E N°�� o OfOOD INE 01 251560PGA a FA Of 0 yEppW Rly � ATED \. 0pjO. °PTNEGD,tIOSKI om N�pNOER1 DESPafO81 Aar8 Are \ 3890 0 .10 � 340 \ pN 2 o43 ar0e1 �0 AOr� 38896 CJS 40 Are29° a \ o 0 0 oa3 3 Ore 5.63 aro 00 A 66 i Z P , I 96 c' �o o Area 290-400 0ow Iz e oG £ j0 Of � a o A D 411 o \ q0'31• QO Zj� o co N m 6401 Zz E !� 10 D I E F � CJ �C \ �• c =S EDG \' =3•o r = 7 EDF Kos KI 0 z V�Est f5 601.S DEE reaC LSI Nc.s �U °O O � BUIUUO O 's O_ co`� �Q O FRAM�(E �\ BAA \ G p C w 'n � m W Gly N � C �p O O O - gU b L 'f :;.i• s.;.�•_ GUifERSn�,y,•_ Accessory Colors(fill in applicable boxes) "= T ,- ^ Job No' OVERHANGS k, 7 DRAIN _ . VENT--A-RIDGE'"""" - f SLIDING DOOR JAMBS' "' CSSstoiner's Name Endwall '.' ALTERNATE RIDGE CAP ,,,..T�"" TRACK COVER Overhang- -:y •d Width 1 i CUPOLA ROOF SLIDING DOOR RAILS Overhead Door/Opening Information z Sidewa8 ented CUPOLA SIDES .�'"""� TOP SLIDING DOOR TRIM oasnrrvdrNsb.n Overhang No ented GABLE TRIM �J (Z'k OHD TRIM PACKAGE Door Height c-, Widtht (Cirde One) FASCIA BASE TRIM WO WAINSCOT � � Q (See Floor Plan) JGRI)- t SOFFIT j WALK DOOR WINDOW TRIMa� a�,ara Set Door "Above Grade. CORNER TRIM SHUTTERS GUTTERS } -� DOWNSPOUT (u;t Headroom Required 4" ABOVE 4 ABOVE GRAft (- _ j' I -TF- t_ T ` � __ s l { t t FOUNDATION OPTIONS 7 BUILDING ' HEIGHT I .!"" t .. I . ..{ ._. ....tom.` + ii L 4 } ) = !` t ` \,1 }.MADE y FOUNDATION WALL , BUILDING �..`- - I O HEIGHT - r * � ' - GR E ! �1_ �'-- r-� -"�'- t -t" --•-� 7- 7 '- --T� -�-J- . .� --( -1 .-t- t t t 4 {, MONOLITHIC SLAB t -14 I t� I i t 1--� CJ vwmtci%k=iwo%w' dwpw-rdwswgndt lwtnot Wmimb emdanullon.SlWb9doar pmdnyt Mn Mf1*-W71W1MNwIEIh I�+MNSlidny 0oora Wra1s01n YAwnll eomx�m+YM 1C Nn MwidMl tlun Ooa Wmb�nO epriMg hNyM wiYWmd+adh'tlYelmpaOt a t*lberKe anal bms�Pound-VWuMn vapor GrrbrM Enr9l PuQrci r-BuOdRW CANNOT he n Vedl ANdiiwi r � y Form 86 6188 One Square Equab Feef :, a DatR:3�F ` - cuslomela Signature S f = r ��'��t TRIM SZCOLORS SPECIFY SPECIFY EXTRA TRIM STOCK COLORS SPECIFY SPECIFY EXTRA � Sy V'�' 8 LOCATION STOCK COLOR CHARGE COLOR &LOCATION STOCK COLOR CHARGE COLOR Customer's Name� TJETT�. � — lob No. WHITE VENT hAIDGE T-- RED RIDGE CAP BRAWN FASOA WHITE GABLE TRIM Over tea Door Opening Information GREEN CHARCOAL SOFRT NAVY TRACK COVER OAL0.had vt%Y es Nw) BROWN D our Height IVORY DOWNSPOUT , BLACK SLIDING DOOR PAILS NO JAMB B HEADER CHARCOAL GUTTER LITy�! (See Floor Plan) GLIDING DOOR JAMB ' IVORY �rr"Tl.m.'Y�,Ti .OpeaF�WM4Oevare }'r�^� EVERGREEN CORNER TRIM' L'..l'�Y ® Set Door a Grade. ERASE TR WK)WAINS 2.4/ rr ' Tex WdM) HNIERWR LINER WHITE DR T4u OR&VINDOW /� He m Required BROWN TRIM ALSO AVAILABLE IN TAN,SILVER BBEIGE Gutters Drain En %A- vwhah - o Wat oKdwag �� �6. Ott (C+rdr one) n L�! 21 OVERHANGS El z 9 F'RDl1T ELVA'lTL�j in 0 0 in TOP DE L c _•-•,TRICK v CONCRETE oce rLeDR •_ -- ttn m P ADOVE DMOE 0 O _ c GRADE LOf W to L SZD� 6/ s�A7uL�J . Veoulaima,IneDhilon,and vapor barriers will reduce but not eliminate coodeneation.Sliding door openings will be 4 1/2"to 7 1/2"lean in width(except Ending dome located In sidewall Comere may be 10"lees in width)than door panels and openinq height will be reduced by thickness of Concrete floor It concrete Boors are poured.visqueen vapor hander InPerformer Energy Perfoer TM Buildings CANNOT be removedm )All dimensions ere mined. Form 86 1/95 Orme Square Equals_�Feet Date: S'25 -18 Customer's Signature BOARD OF HEALTH . . . . . . . . . . . . r��ri""- :L� ,. ,,. � - � •i y . FORM NO. I /3 SETS OF PLANS . . . . . . . . . . . . . . . i TOWN OF SOUTitOLD SURVEY y , � khi` .€ SPR Mf k BUILDING DEPARTMENT CDECK . . . . . . . . . . . . . . . . . . . . . . . . . C -_- 'TOWN HALL SEPTIC FORM SO111'IIOI,D, N.Y. 11971 7C)VJ;J ------' TEL: 765-1802 NO'f1FY: . _. ��j CALL . lixanirlm p?4 19.... ... MAIL TO: . . . . . . . . . . . . . . . . . . . . � ................................... A14)roved..: .l19 .. Permit No. ........ Disapproveda/c ............................ ................................... ...................................... .. ..... (Building inspector) LICATION FOR BUILDINC PERmT'r iNSTRUCTIONS A. 'lhis application mint be conpletely .filled in by typewriter or in ink And submitted 1:0 the Building Lnspe.ctor w 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan slowing location of lot and of buildings on premises, relationship to adjoining premises or 1xiblic streets or areas, and giving a detailed description of: layout of property most be drawn on the diagram which is part of this application. c. the work covered by this application may not be comsenced before issuance of Building Permit. d. Upon approval of this application, the Building inspector will issue a Building Permit to the applicant. Stich permit shall be,kept on No premises avallable for inspection throi>gllout the work. e. No building shall be occupied or used in wiole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by Nle IArilding Inspector. APPLTCn'rioN is IIEREKY tK E to the Building Department for the issuance of s Building Permit pursuant to the Iluilding Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Taws, 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. ......e, If ............... (Signature Aa;nplicant, or name, a corporation) 7-. 2. ..GC?X . (Mailing address of applicant) State whmether applicant is owner, les , e rchitect, engineer, general contractor, electrician, plusher or build ............................................................:..............:........................................... Name of owner of premises ..��?!�.14�.J,�„C�j(,. !! .)1.......................................................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ...........................I............................. (Name and title of corporate officer)) Builders License No. .I 3p ?�?.. ..... Plumbers License No. ......................... Electricians License No. ..................... other Trade's License No. .................... . LImation of land on which proposed work will be done............................................................. .:�! cxh'S, 4-cure) ..................... I it 04-?............ ..... .. . ...... Besse Number St nlet County Tax Map No. 1000 Section .........�01.... Block ....I........... Lot. '.:3 ........ Subdivision ...................................... Piled reap No. ........:...... lot ............... (Nave) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: C�. l a. Existing use add occupancy ..... �.� /.................................................. G b. Intended use and occupancy .....�J. �� ?l:t� ........C.�J...n."...�`�...•—°•`:•.�............. 1. Miture of work (d:eck w1aidn applicable). New Ikiilding ..(...... AcWIIion .......... Alteration ........ .. Helm Ir ............ Removal ............. Derail ItIoil ............ other Work .................................. Q�' �°1 QQ^^�/'� (Description) 4. Estinwted Gnat ..Pip I -75.Jld.......... fee .............................................. (to be paid o1 filing this application) 5. If ikoelIIng, ,xnber of dwelling units ............ Nuber of twaelIing :mite on each floor ................ 1'f garage, nnber of cars ...................................... 6. If linaioesav connercial or mixed"occupancy, specify nature and extent of each type of use.n.l.�?............... 7. Diniensdo s of existing stnx:tures, If any: Front:............... Rear ......�:"IXpth ......'7777-:-�... Ilnigl,t --- Naber of Stories Dinienalons of store structure with alterations or additions: Front .......—itaar ......-'" Depth ................ ... height .... - Ny:iter of Stories ...`-1... if. Dfienalons of entire new construction: Front ..�,,.,+� t � �1�. � $-�. ........ Rear ...t7-r...... De .. ...... 11��77 height .....4.t.t................ Nuber of Stories ...(-C JTR............. 9. Size of lot: front ........�..^�............ Rear .................... Depth .................. 10. Date of Fnrclaise .........l9t4.l... Nene of Former (ka:er CtY1�Q1 11 .�},!1,��,.Qkl;..... . II. Zone or use district In rAn1d1 premises are situated .....�`g..�) � 1....................................... 12. Dons proposed construction violate any uxilng lacy, ordinance or regulation: ..�d................. H. Will lot be regraded ...lei©........... Will excess/ fill be removed from premises: YES ( ND' • 14. Nares of Owner of prlaaises ??V ��� dS!�LAddresa Ct .1 Ca ione -/q ) Nan1e of Ardlitect .t"�rLr.�Q,.�©� ^,, t........ Atklreas Z�SS (�U,7GNOL{,L)�., phone lb. 7`6.-"0C Naile of Crx,tractor OywY�lr.4 ...1.J�..[..n,:......... Addresa23.r'�.5. 6 :76lM-)1�.moane No. 7.E—k Li. In Ibis property within 300 feet,of a tidal watland? * Ydm .......... ND .X....... *IF YES. SDUI1Cllb IUM 7T413f MS IMMd'1' MAY ISL Rg(jl1114M. Pd.o'r DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, aid Inlicate all set-back dimensions fron property linea. Give street anxl block nnber or description according to ileed, and allow street nares and Inlicate wlletiter interior or corner lot. t S�>= A'f"7ti1C-i�d� SPAM` (x? N:W YMK, SS (171)NIY (A'' ...... .................. ..•6�.A�A...• ...a4�........................liciug d,dy awn, deposes and says that be is the appl,icanc (done of individual. signing contract) olxve ua■,cNl, Ilein the .....A..4O'Ff�l7................................................................................... (WINLraclor, agent,-corporate officer, etc.) of nail (mmr or owners, and Is duly authorized to perform or have perl'oniied the noid work and to make and file this application; that all sLalenents caHained in this nlgnllcatloo are trim, to file beat of hie knowledge and Ixillef; tax] that. file milk will be performed in Lie nv,nler set forth in the application failed therewith. Sworn to before me thin l Notary 1lublic ....,:. .. .......................... ( (Siillau' oJ' plica t) JOYCE M.WILKINS Notary public,State of Now York No.4952246,Suffolk Cou❑ty Term Expires June 12,1114 � et NeioS e 8 T TY rI O / 91 f _ �otoo tlnTy e,or toe l v E 1,0556 6060 0 Arco AD ofy`DpOST N 855e11 Tothill o Totoll EROS ab E PD EO65 o WIIh�tIY R Ou15 QIP Austlhil[ oefffp51 uEDO 63 4310/� y 'N V\ ff0t�eetlY 00°D ♦♦ T ANO EpP- INC °fBY� rDP F pA6E oma_ (oto eflY 600 REY PEED fm >A PED6 THE u6Tl� RI �% o m f0 N0R O 0 ROS 1 Y R 0 Pu °EE VC ,40 AOfeS ,,,. ,\ 389 v \ a reorl3 ��. Z A �. 043G T I �t�1 0 Ar e y. 388 96 , o ' ;A 5� Pa 3a h 0' ' 0 0.. 9ol. � 3 to 856Por(; 00 AO m -96 o - Pted 29op0 a _ .,E 8g5_ll ) ��� 5 o IOEEO N.l2og4 30OtO _ p� N ^ ° m�8 n 5 63 � o N --— o D`oN 0 N _^ �o yoJI; 33Z4O 140� i n STONE ,VON �' 4oj9 IU E 33t m9 a (OEE�jON,E. �� ,ON s>I A_ N6A°j9E Of�O0o5 1IV — m r✓° � Arte R o �Ao5x1 A 81 ry �E5f9RLIColgY OEERK Ateo '.,\Zp� ur °OLrr EPA.CPPS �) O o PUIlO O 3 AME � N o LDS F � \ —✓ 2 NUA I � 3 L EJYGCp \ � V\ D Q \ � N A _ w 344 j8, I �3 3 � 85u39 m_ 10EE0 5 - u fIVATEO C- \ 5 65°38 40 E°E '-Au0 col, Y $s` e \ 3 3 o m r m 0p o c C, 2 \ I I! 9 \ j qx Llz� I oIT Suffolk N w county Mortin Sldor 0 NOTE: fp1 (lyfo(rnerly R _ MONUMENT FOUND \ Nelen W rothlll— o_ i5w _ UN--ONDD AlrtunON w Apolr:OFF �' ' 2p Q _� rO mis svlvsv D A YIOLARON Dr \ uffolk SSP{E OF Npw $1010.rsov of 1.,.,Oft VArt \ S F FW4nON IAW, O�PRD W YO Oqr CONT$ or rxls svaysv MAv nor ueuNp aunt)/ Of S'do G erly Mortin to mF TAX°svxvlroas we:p suI OE 83 ]f @ G $MFOsap$1AI IIHT 101 ee coNsl°LRp f0(m forme��/9gn C r0 R A VALID ICA .HI l n' cuM TO TH I1^111r$°NFRON SNMT NN \ George 6 !` 0NLv ro mL,Icson sOE w.uN me svevFT 208 Yj I$v$F>Aam, Ano"I KS ewAO TO rH, \ „W 7I ry0- 45893 nRF COMJANY,GOVi0.NM[NIAI AGYKY ANp \ /5°5 p(lo (` TO.6 I1110I11 O LI.W.,,,o App /\ O ( 1 �✓ r0 mF OHAAAF$OF IN,I[XOIIIG M511- fj IAkD SUAVEVO` TO AD. TOA L DD$AAF NOr rNAMFDANE _ CP(� . TO aofl.IoeIAL WSrlrvnans 04$uLHOuw{ % I r` OWN[L5, l V ROAD REVISION$ YOUNG 6 YOUNG OLD MIDD, i R� OCL 17, 1978 400 OSTRANDER AVENUE, RIVERHEAD, NEW YORK / E OEC 4, 1978 ALDEN W. YOUNG HOWARD W.YOUNG I D O •ROPEOIONAL ENOINEER AND LAND SURVEYOR p� LAND SURVEYOR. N.YJ. LIC. NO. LSGAR N.Y.R. LIC. P MINOR SUBDIVISION PREPARED FOR: (µO5 PETER DEERKOSK/ Q FELIX DEERKOSK/ Oge Fe\`� 0 AT MATT/TUCK GUARANTEED TO: ete( TOWN OF SOU THOLD s ? SUFFOLK CO., N.Y. By SCALE: /00, DATE: N l��_ OEC. 9, 1975 75- 857 OFFICE: �� CUTCHOGUE NY /�� �,Lo2-w1Gx��ez �G Gem JOD N0. L 128-0530 MORTON BUILDINGS GENERAL SPECIFICATIONS ��« %� - LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER 34S COLUMNS / ��f1- tic4�.t • �n USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION /�/LLGr!G„CLL /,e-"3CL: A N TT-V(-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH ®`m — [�- 0 STAINLESS STEEL NAILS - /Us �'��/6�/>/� m FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND READY- UNDEflV1RITEflS CER11fICATE �� 1 � m REQUIRED (() MIX CONCRETE OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE). TWO w GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2” GALVANIZED ROD PLACED - - 0 p 2 1/2" FROM BOTTOM OF COLUMN. ( SEE SECTION ) ADDITIONAL CONCRETE MIX IS POURED AROUND BASE OF COLUMN OCCUPANCY OR a THEN BACKFILLED WITH SOIL COMPACTED AT 8" INTERVALS. USE IS UNLAWFUL ITNOUT CERTIFICATE � NN E ' ' SPLASHBOARDS — SPLASHBOARDS ARE NO, 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER OF OCCUPANCY LL MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER APP OV D AS NOTED W c� ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION DATE:SV B.RIII � RSS2 I I I C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. FEE -- NOTIFY BUILDINGT AT FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S SPF W/2"x3" STIFFENER, 2-2"x4"" L-NAILERS SPACED 765-1801 9 AM T ) 4i OR THE -_ FOLLOWING INSPECTIONS: C:d- APPROXIMATELY 30" O.C. OR 7"x6" NAILERS APPROXIMATELY 24" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT 1. FOUNDATION - TWOREQUIRED FOR POURED CONCRETE > �, TO COLUMNS. ROOF PURLINS ARE 2"x6" S4S N0. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL 2. ROUGH - FRAMING 9 PLUMBING 3. INSULATION r OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION ) 4. FINAL - CONSTRUCTIONAAUS --.-- BE COMPLETE FOR G.O. --- ROOF TRUSSES/RAFTERS -FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS ALL CONSTRUCTION SHALL MEET - Q THE REQUIREMENTS SOF THE N.Y. I RECUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT CUAUTY CONTROL INSPECTION IS CONDUCTED STATE CONSTRUCTION Bt ENERGY CODES. NOT RESPONSIBLE FOR W UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH DESIGN OR CONSTRUCTION ERROR CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. RAFTERS ARE 2"x12" NO.1 SOUTHERN YELLOW PINE. Q SIDING PANELS (KYNAR 500/HYLAR 5000) -0,019' MIN., GOO GALVANIZED OR AZ55 GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS NOM. 1 MIL THICK ON EXTERIOR. ROOFING PANELS (FLUOROFLEX 2000 !TM)) - 0019" MIN., AZ55 GALVALUME WITH AN W 1 1 ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS, W TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR A755 GALVALUME STEEL BUILDING DESIGN CRITERIA TYPICAL LUMBER SPECIFICATIONS - 1991 NDS I , ICONSTRUCTION TYPE _ 5-B SIZE _ DESCRIPTION BENDING VALUE Fb ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS LIVE ROOF LOAD DES CiN 27 PSF 7'x4" N02"x4" .2100( M SPF 1313 PSI MSR SPF 2100 PSI ROOFING OR SIDING PANELS . WINS LUAU 80 MPH 2'"x6'" N0.1&2 SPF 1138 PSI 2"x6" N0. 1 SYR 1650 PSI FLOOR AREA 900 SO FT 2"x8" N0. 1 SYP 1500 PSI GUTTERS - 5"" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 2'x10"' NO. 1 SYR 1300 PSI 2"x12'" N0. 1 S YIP 1250 PSI FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING . ALL 1950f MSR SYP 1950 PSI DRAWN BY: MMF 887 1 1 2'"x16" LAMINATED VENEER LUMBER 2800 PSI DATE: 4-27-98 ADDITIONAL NOTES 3 1 2x15" GLU-LAM 1650 PSI 51 4°xl6 1/2 1 GLU-LAM 2400 PSI CHECKED BY: DON T. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART 151 4"x191 2 1 GLU-LAM 2400 PSI DATE: NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. OF THESE DRAWINGS. REVISED DATE: 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED REVISED DATE: REVISED DATE: BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY REVISED DATE: ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES SHEET INDEX I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR q9 41Pjra AS REQUIRED FOR WALL AND CEILING FINISHES. THIS BUILDING WAS PREPARED BY ME OR UNDER MY ,^x1R,'xR t�,.dagrre.. 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ONSPECIFIC SHEET DESCRIPTION DIRECT SUPERVISION AND JHAT Y-- M A DULY RE ISTERED ya iT rrrZ,��r PROFESSIONAL ENGINEER. 1 OF 3 SPECIFICATIONS & SHEET INDEX JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 2 OF 3 COLUMN PLAN, ELEVATIONS, & DETAILS RONALD L. SUTTON, P.E. T 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR 3 OF 3 FSECTION & DETAILS MICHAEL L. McC,QRMICK P.E. 4 DATE: S _4 -5c REG. t! q9 CJ 5000 IS A TRADEMARK OF AUSIMONT, USA- CS2x6FK 2-9 SCALE: I SHEET N0. OFFICE: CUTCHOGUE, NY. JOB NO. 28-0530 VENT-A-RIDGE 2 12 Ty16 GABLE TRIM �6 m Tjj76 GABLE TRIM 5" O.G. GUTTERS • v� 12 72 � o 13 3� a I I �. I N T//11 • m T#'21 CORNER TRIM T#21 CORNER TRIMCD \Y T#167 BASE TRIM T#167 TRANSITION TRIM -`- m LD z NORTH ELEVATION WEST ELEVATION EAST ELEVATION 0 c� SCALE: 1/8' = 1'-0"' SCA4E 1f8" = 1'-0" SCALE: 1/8' = 1'-0" 1 _ l l VENT-A-RIDGE ENDWALL LINER s" O.G. GUTTERS 5 -0 1/4 W - 2"'x3"' JAMBS 8' R4 2"x4"x8' TREATED BLOCK WITH ANGLE ' 8' R4 ANGLE RUN TO TOP OF - __ ENOWALL LINER i Do [AT7 T#167 BASE TRIM 2"x4" BLOCK FROM 2"x8" TREATED T&G UP TO z K--,7 2"x10" TRACK GIRT LAJ SOUTH ELEVATION 1"x4" & 2"x4" JAMB BLOCKSEE W AL 1/8' = I'-0" O _ NOTE: FOR ADDITIONAL INFORMATION SEE CONSTRUCTION 49'-g MANUAL; SECTION 24, PAGE 20. Z BUILDING COLUMN DIMENSIWJ5 9'-10 1/Y 10'-0" 9"-10 1/2' 9.101/2 9.101/2 9.9 STALL DOOR AT DOUBLEEND DOOR SCALE: "I " = 1'-0" III VI . IJ — — — — 1'-0" OVERHANG (SIDES VENTED) JAMB COLUMN 2"x3" JAMB BLOCK W/JAMB TRIM SLIDING DOOR TRACK 2"x1O" GIRT (BEVEL EDGE AT DOOR LOCATION) DRAWN BY: MMF 887 •,� - _~ 1"'x4"(7'-5 1/2")x2"x4"(7'-7 1/2") DATE: 4-27-98 JAMB BLOCKING STALL CHECKED BY: OON T. FRONT 12'x12' FONLY DATE: o a STALL 7 }. 1034 (TYP OF 3) 2x4' BLOCK FROM 2x8 TREATED REVISED DATE: / T&G UP TO 2'x10" TRACK GIRT - - REVJSEDJ•_IATE X4 El I Ll O REVISED DATE: ' LL pREVISED DATE: 4" DOOR HOOK N o o COLUMN PLAN LEGEND m - 3-2'x6" LAMINATED COLUMN LOCATION CI A m - 3-2'x6" LAMINATED STUB COLUMN LOCATION 2"x8" TREATED T&G 3 11 - (3) 4072 METAL CLAD DUTCH DOORS O - (2) ll'-9"x9' SINGLE SLIDING END DOORS (BEVEL EDGE AT DOOR LOCATION) 9'-n 7/2" 19'-II 1/2" 29'-II' - 1/" F D. THERMAX INSULATION 3'x6'-5" SKYLITES R RETARDER - crn�'I (BUILDING ROOF ONLY) PQRQH COLUMN DIMENSION$ 9'-11 1/2" 10'-0" 9'-11 1/2" -5 29' STALL DOOR ELEVATION SCALL 1/2' CALE: AS NOTED COLUMN P L A N = r-o" SHEET NO. S SCALE: 1/8' = 1'-0" 3 OF OFFICE: CUTCHOGUE, Nl'. 2 3/4" 2 JOB N0. SADDLE CUT LINE RAFTER SPACING 10'-0" 0 6 128-053C VENT-A-RIDGE (BEVEL CUT 45) DEAD LOAD 27 PSF AI LIVE LOAN 4 PSF BEARING BLOCK DETL �h TOTAL LOAD 37 PSF (SEE DETAIL) FF 2000 HI-RIB STEEL BEARING BLOCK DETAIL ,1 N V-7 /4" 2"x10''/2"x8" PLATED RAFTER C_:01) 2 1'-5 7/8" 75' 0" 0, PURLINS 22" O.C. (2) 1/2"x5 1/2' M. BOLTS _ " 22 �. 1/2THERMAX INS. (N0. 2 SPF) 4: o 12 NO" 2°'x6" BEV, 6® C-,"I 2"x6"TB�. FASCIA ►�s y,F � '�I SPECIAL TRIMS # SO SO INTERMEDIATE SADDLE DETAIL 1 c2;1 CD 2"x4" BEV. 0.,: � 6'-0" PORCH FRAMES O 10'-0' O.0 2"x6" PURLINS © 22" O.C. a 7/16'" OSB d 5" O.G. GUTTER O 5" O.G. GUTTER z 1/2x5 1/2" M_ BOLT ADJ. JOIST HANGER MESH - \ (\ 2%4" L-NAILER ,IP, n. 2'x6' BE /. FASCIA 2x10' HEADER La�:: TFj144 & T;/146 SOFFIT/HI-RIB CAP 2"x!0" TRACK GIRT L1 -_l " SOFFI7 �— R4 "J{ PIPE SECTION""x8TIE 2"x4" SOFFIT SUPPORTS I 2"x6" TOP PLATE W/ 2 .�._, ADDL. 2"x4°' NAILER T#39 CGI LION COVERS (12) ROWS UNITE, HI-RIB STEEL TR. =Rl' 10'-0" 2"x8, T&G LLI GRADE TO HEEL SPLASHBOARD (2) 2"x4" L-NAILERS 8 PORCH (2) 2'x6" STUDS 9 6 HEIGHT (EVENLY SPACED CkJkY 3-2"x6" LAM_ COLUMN BETWEEN COLUMNS) T�167 TRANSITION TRIM y ENLARGED ISOMETIC DETAIL 3-2"x6" LAMINATED COLUMN z .� . SHOWING 2"x8" TE AND COLUMN 6-20D NAZIS III ,�,{'•_ ' SUPPORTS USED IF LOFT 15 3-2"x6" LAMINATED COLUMN lKYNAR HI-RIB STEEL WAINSCOT NOT INSTALLED. 7/16" OSB PROTECTIVE LINER L _ 2"x6"x10' TR. COLUMN SUPPORTS �•�I 16" EACH SIDE OF COLUMN EXTEND 2"x4" TRTD STIFFENER CUT-OFF FROM TIE LOCATION TO 8" 2"x8" TRTD SPLASHBOARD T#167 BASE TRIM c"0I BELOW GRADE GRADE LA.-I (2) ROWS TR. 2"x8" (6) ROW 2"x8" TR. T&G SPLASHBOARD � T&G SPLASHBOARD 2''x6" TR. BASE PLATE 2"x8" TR. T&G SPLASHBOARD 4'-0" 5-80Ty' SACKRETE (18" DIA. HOLE) (�•;:; 45PA BASE ANCHOR — FRE—MIX 3 BAGS AND ALLOW TO HARDEN 3EFOTI RE SETTING COLUMNS THEN PLACE 2 BAGS AFTER COLUMN h " 'w� 4" THICK READ(—MIX PAD OR �"•' (1)50# BAG OF SACKRETE PLACE 46M BASE ANCHOR CD75"s_� 15"- COLUMNSBAG OF WHEN SETTING. AROUND �' 1g�•0 � uLSI Ll„J{ 6'-1 1/2” 1V-10 1/2" 11 —10 1/2' Li.JI NOTE: q _JALL COLUMNS ARE SET STANDARD DEPTH WITH STANDARD SECT SO N A` A JAMB COLUMN ®•'d� SPLICE CUT. THE PARTS OF THE SIDEWALL COLUMNS EXTENDING SCALE, 3[8" = 1'-0" NOTE: LAP BAR SECTION 1" ONTO COLUMN ABOVE THE TOP OF THE HEEL MUST BE TRIMMED. 2x3" JAMB BLOCK N/JAMB TRIM — 2'x10" GIRT DRAWN BY: MMF 887 4­27 (BEVEL EDGE AT DOOR LOCATION) DATE: 27--98 LRS BY: DON-T PIPE SECTION ATE: BEJEL ENDS OF STALL FRONT (UMBER AT 30°k SET ---'-- FLUSH MTH XTSIDE ERIE OF JAMB COLUMN (SEGEL ATE: ENDS BEFORE INSTALLING). LAP PIPE SECTION 1' — ON TD CGLUMN•. ATE: FEED HOLE SHOWN ATE: _.._� I 0 0 0 8" DOOR HOOK ---°-�, T 2"x4"x12" BLOCK SET 2" BACK 2'14',12 BLOCK SET BACK 2- FROM LATCH FROM EDGE OF LATCH AND CENTERED HANDLE. BEVEL BOTH ENDS IN 3ED) NAIL AT SLIDING DOOR LATCH LOCATION mrH (a7 16D R.S rvalLs (CLINCHED) MOVE STRIKE PLATE IN AN ADDITIONAL 1 1/2" FROM STANDARD POSITION ON 2"x4' NFRAME k INSTALL JAMB LATCH n1TH d" HOOK ON STALL FRONT 2%6" T&G LUMBER (POSITION PER STANDARD PROCEDURE), INSTALL DOOR STOP k (BEVEL EDGES AT DOOR LOCATION) Ia RETAINER ON JAMB COLUMN ABOVF STALL FRONT LUMBER. •N T ' PIPE SECTIONS ON END BAY STALLS MUST HAVE 6• CUT OFF THE END OPPOSITE THE FEED HOLE. CREW-CVT PAE SECTIONS MUST BE FILED SMOOTH. NOTE: FOR ADDITIONAL INFCRUATION SEE GpdSTRUCTION MANUAL; SECP.ON 2A. PAGE 21. STALL FRONT DETAIL AT ENDWALL STALL_ FRN ELEVATION SCALE: As NOTED SHEET N0. SCALE 1 •, - 1'-0" SCALE: 1/2' = i'-0" 3 OF 3 ._ /�V F lE l0' - 0" 0 C LIVE 1- 0,40 30 /_s/ Uc T, lJ LOM) 3 _ PV 2x6 DEVELfv, 7 L0 0 �,5 F y= 2x6 FNRLINS 22" 0 . c . i11 �1 A i a 12 14 I 1 /2" III- ML) ROOF I'ANEI_ i \ u PRL-CUT 2x12, RAFIIR � 15'11" 10 GRAllE �NO COLUi1N > �, UTIim,S' �� \ -IMS LAP[ON 1 ! hPC 10 0 . C , � y 2x6 f LcL1D - l � '1 r� f�iESH � �� ��1� � �� �� •is 0 L , GUTTER f — 2X6X10' 1R, COLUMN SUPPORTS I _AUI S [DE OF COLUMN EXIEPID ROi1 ,_ LOCM ION TO 8" B= T� 7 eELcu GRPM 10 '0" 6" 2x'I NAI TR> n R ' -RIB WNFL -Af„ .• F IT -Zx i 10' CLI Wlii Li - - - — \2c,5 'S ' COLIIFLU 2 i IIS i 2" GRAZE � �- PPMECTIV_ iINER 2x8 SPLASHIl04RD — 31 iPL64 -n 3 '6" MAX , 4'O" DEP f 11 ' )50'1 BAGS SACKRETE PRE MIX H/14ATER IN HOLE AND ALLOWED TO HARDEN. (-- -- '1 ROD AND ( - )50# BAGS SACKRETE PRE MIX N/ �5P 11%TER 1JHEIN SETTING COLUMNS. - ( ) 50;1 BEGS SACKRETE IN POLE AND - 111 - L`1SANCHOR FAGS SACKRETE IN HOLE AND 504 BiGS SACKRETE WHEN SETTING COLUMN. "U'l 50;1 BAGS SACKRETE WHEN SETTING COLL 0 1/2" 11 10-1 /-2" S C� 7 1✓�/ x� A �E2nIAL�T-rE ��err�.!s