Loading...
HomeMy WebLinkAbout27966-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28906 Date: 10/02/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 1705 GRAND AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 107 Block 8 Lot 40 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 30, 2001 pursuant to which Building Permit No. 27966-Z dated DECEMBER 18, 2001 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 ACCESSORY GARAGE/STORAGE BUILDING AS APPLIED FOR The certificate is issued to WILLIAM L BARKER III & WF (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 67076H 10/02/02 PLUMBERS CERTIFICATION DATED N/A thor zed Si nature Rev. 1/81 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. 27966 Z Date DECEMBER 18, 2001 Permission is hereby granted to: WILLIAM L III & WF BARKER BOX 728 MATTITUCK,NY 11952 for . CONSTRUCTION OF AN ACCESSORY BUILDING IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 1705 GRAND AVE MATTITUCK County Tax Map No. 473889 Section 107 Block 0008 Lot No. 040 pursuant to application dated NOVEMBER 30, 2001 and approved by the Building Inspector. Fee $ 280 . 20 c Authorized Signature COPY Rev. 2/19/98 Form No.6 1 \SCI TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL f h5 P n 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANT. L This application must be filled in by typewriter or ink and submitted to the Building Dkpartment J rdlb-the followjh A. 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. Swom 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. 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 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. C. 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 Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. �t — 3o- 0 � New Construction: C Old or Pre-existing Building: (check one) Location of Property: S ro-- J M41tj T[Ae GC House No. Street Hamlet Owner or Owners of Property: UJ t] ( Lown" r3 a �t Suffolk County Tax Map No 1000, Section 1077 Block (07) (QQ S> Lot OC-/O Subdivision Filed Map. Lot: Permit No. 1�_Date of Permit. U f Applicant: (,J Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: T porary Certificate Final Certificate: (check one) Fee Submitted: $� Applicant Signature Al Aol Electrical Inspection Certificate Date Electrical Inspection Service, Inc. Application# 9/25/02 375 Dunton Avenue 67076 H East Patchogue, New York 11772 (631)286-6642 Issued to: William Barker Street: 1705 Grand Avenue Village: Mattituck Zip:11952 Town:Southold Section: Block: Lot: Introduced by.Above Lic.# was examined and found to be in compliance with the/1/ationai Electrical Code MFPA 70 ❑ Commercial El NV Defects ❑ Pool ❑1st Floor ❑d Indoor []Basement ❑ Hot Tub .t ❑V Residential ❑] Det. Garage El Attic El 2nd Floor Sol Outdoor ❑ Addition ❑Survey :C _ Switches Receptacles Fixtures GF/ Heaters A/C Fans 2 18 8 Dishwasher Washer/Amp Dryer/Amp Oven Range/Amp Garbage Disposal %.V•'f`-°•`- Furnace Oil Gas Circulator Smoke Detector Bell Transformer Meter Amps Phase UG/OH Telephone Television Carbon Monoxide 1 200 1 -1/ ❑ Other Equipment. Building Permit#27966 1-40 Clrca/t W/Main 1-Silt Panel-16 Circuit W/Main- A//Receptac%s in Garage GFI Protected Hui S. Surdi President Rough Inspection: 9/10/02 Inspector: Ed Scavelli Final Inspection: 9/10/02 Inspector: Ed Scavelli BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 3o /01 , 11 DATE SUBMITTED: II /-So/01 APPLICANT NAME: SCTM# DISTRICT: 1,000 SECTION: 109- BLOCK: 8 LOT: clo STREET:_ 4ye1uE CITY: /t'llATpTyCfL SUBDIV. NAME: N/A PROJECT DESCRIPTION: Accezw" / EQUI2ED ) ARCHITECT/ENGINEER:c:,::::,,„rox FAST TRACK? No CbbT. t21,MZC� SINGLE& SEPARATE CERTIFICATION-REQUIRED? No NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8.. ZONING DISTRICT: R-4e CONFORMING? N' yo,ooa W,98'I REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. a C% ACT. LOT COV._ REQ. FRONT PROP. FRONT REQ SIDE 3 ACT. SIDE REQ. REAR 3 PROP. REAR � WATER FRONT? w DESCRIPTION: PANEL #: WS FLOOD ZONE: ,/ AGENCY PERMITS REQUIRED FOR REVIEW kPPAjjjaS REQUIRED. SUFFOLK COUNTY HEALTH DEPT: YES o1 O ED ft DTE: / / PERMIT#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o NYS ENERGY: YES OR NO : EGRESS (18 H min.? 4 sq total) rJVENT(SQ. FT. x 4%) N LIGHT(SQ. FT.x 8%) BUILDING PERMITS OPEN/EXP D: BP j /y -Z/C/0 %j AO, wr t HAVE PRE CO'S : Y OR N BP -Z/C/o Z- —� NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR SF SECOND FLR SF INIT OTHER TOTAL TOTAL: 11611 SF FEE FEEFEE mac' 6 ge-f ,,/ 'OT( 11gY SF)- (7 SF) _SFX$.3Q$ ��+$ +$ _$x80.20 EY i - r . � I ' j � j 1 1 �.V��+�•I l l: J ,.. t! "<J ! .�. �l Ms1 I�.� 1 1��.w'_, [' ; a 7:.' s, ' :." �•S' ,- w Nom• .A. .j UQVEYED FOS. ' •Y : y r 0 aT...1Mt=.= '�'t <Yt _ -j{_ i xr.'•i .��, �.", +I W1JI\ L1rirSK1 4-.7 N 151i.•C°'y,. .C •�. a.>, MATTITUC �Iit, , ,[�f."r,'r3Er-f..-0�ry'W,•$�r'i.•�-�-.-h�,r+�,i.*v.-I•-.a��_r��i—Z(«],Y.x:�(��M.�.Z+:.-�,--.l7ma-+�I•E�8 cD}Tt"�F"ro�x.A.'4.•.nI�.V.�.4L/,If 2[..�r_}.M..„f=�M1M1,.{A.•<`ma,4WtiSrifKa-f�-k-1'_,w7ET+i'y.j4t�•Er•rt"rjE�N�ro!�`.F+-.•-•:.�.-_x, ,.'2t1+1S.�5•y�CG�.'r0-wo4•'.�.i,:.^'x�O��Iri yyT�:r"�...:._RcQ r,'1.y�.Or+�If�.��E�Ly,LJ.J.,Jl1yi ti"t�„4'r.y7l`-:.--.'',,.:�l...'��-f.�•�Q(-�;•.�v1 n r 1tf���;�'-�j'_..".'ii.a'}s1jr'Yr%it��S+C!'xJ�Y,��'.D"/l^<�rrte�T�'`a,*aax,j'"rr'+*r^="~`w�'.�'e�A4"i.fF.•�t�i:'B,rti-Nyr Z-��-•.y-k�,Ds'.,'B�,.>;,YIAL`�E..�1��/,'.pY:•3..:._y-.V_.i''��'z'\aoA��E•��.ci��•1��cKT��aI:�.=Fir"+'�i'4�swf-`°���a���'f.•�_'"��;�;n.•'„a_4.'w�Y-.s.w__���1rEn�.z./Sr ntx'.V�`.`��«4��".,r.:id�„�t��r�D.r'..ihr-vK,+��.�i+�;��.:e`”.c�•1�-t�rx'X•�.'�Cr.4✓-`4VM�D •FyL�h���--Q�_>�N...1`r9��_,"b•�x��y.�T L"s.�•4�-`.'.C�•.��.t�L�,sy``•�r'�j<���Ir'�I 2 r+�E_j:`-Yi•YrC-?4i,.t-li�3?-iY.,Y'�`ir�+37a�R'�Sx£F`Z�'?"rr•,J�3•-:7:••a�t���a^x�asFR•..'�r,>�+t;etF,��� <��Y��..•�?''Y?":'`.n s'.�. W GARANiEED7D1IF � R47Y Ti~.E4 dGS aAtit1r)TIJE 5JUi N. ' AS SUI VEYED JULY .O •Y, , coV r cfyi ,1.S�{,f-•-%,��a.-0a+fD1 M4iR�46`Y�*Sv'.s•_�i^t'.'�_*z74_�X�M wtfsy�Y!1�11'>��7\�N�a'�#�a.F�j36}y'.�r�Y.i�r�•s:r't.�-4".'�iuti+�e;s.w-•t���i._.�.'..•.'7s'-'-.._.''��:7S^Y�V y,"..�r[�J.+�.vT,•1+C-�.�•Ir-"y;am�Yxv�Arti•T'PY{ r'•¢t-•�xF�2;w,�"y*s3aF�.'.yJt-�Y�r,.'��rr�l,.�-.a%}'�_X,,:r�,�T,-`'_.a , �u+k.Yt e.'. ` Ps, 7.�... .. ix i", -_ !' 1 E- 0 e�17 r `f-s<'�'t a L;y•I'+.c.'s��,iw 94•n +_...1_:•- a` ' -rz<f_. }p+,L•"_ LlC�EN•SV p.yw"•l�A1y' _, MONUMENT �MD,,.,`..�,:y�. �(11�2•VEYOtZSy r i ;. , .♦ �, - •.I ;.Ejlf i •` _, ! r: K:'r} S f' J R! ,1 Z r •� ! ''�� •t E } .1 ' �t (. 1 Y mow•^J a .4 rt.a -i r � '� , ' ryS+; x 3 fy.a. ` ♦ - t + , r �.•• a 'ff 'l/� '"�"r'F-_ -<.jy , rx � I:� ,{• 1 . -7 765-1802 BUILDING DEPT. SPECTION [ ] F UNDATION IST [ ] ROUGH PLBG. [Z FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS DATE Dv INSPECT M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING 144eeFINAL [ ] FIREPLACE & CHIMNEY REMARKS: C-O 4 zz 1 ` DATE ,OY INSPECTOR \ FIELD INSPECTION 2ORT ••, -=NTS===-=__-- --=�aTx , FOUNDATION I STY HC KWOU FRAME a PLUMBING INSULATION PER N. Y. STATE ENERGY CODE . FINAL MDITIUNAL COMIGMS: r 00 ' • O --------------- W 0 . 0BOARD OF HEALTH N!OV 3 O ft FORM NO. 1 3 SETS OVLANS . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY ! � BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . BL .DEPT TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 DEC TEL: 765-1802 TRUSTEES . . . . . . . . . . . . ..... . . . . . NOTIFY: CALL .7311 .7Y19 Cl Examined../,C .-:,......., 2(#..�. MAIL TO: . . . . . . Apprwed..l.; ..�.��......, ®/ Permit No. ' . . . ............ . . . . . Dia/c ................................ ................................. ..........................................a.. g;;; _ ............... (Building InspestQr) APPLICATION FOR BUILDING PERMIT Date. �!. . ' . . . . . . . . 20Q INSTRUCTIONS a. this application must be completely filled in by typewriter or in ink and submitted to the Building Inspector 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 application. 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 permit shall be kept on the premises available for inspection throughout e. No building shall be occupied or used in whole or in torthe work. Occupancy shall have been any purpose whatever until a Certificate of granted by the Building Inspector, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Buildi Permit Building Zone Ordinance of the Town of Southold, Suffolk Cour pl pursuant to the [y, 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 buildi for necessa i ions. Agnatlu�ire of ppl' or if a corporation) .:. ................................ (Mailing address ofapplicant) State whether applicant is owner, lessee agent cluitect, engineer, general contractor, electrician, plumber or buildeu ........................................... Name of owner of premises ......,.... ... ................... (as on the tax roll or latest deed)..... .................................... ..•.•••"• If applicVttle corporation, signature of duly authorized officer. ........................................ / (Name anof 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................. ................... AA ...................... House Ni>Qbet................. p.> 1 , �y�y� Street Hamlet ........ '11111 .10. ........ Block .... ......... Lot ..�............ Subdivision ...................................... Filed MapNo. lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy OP.-P-��)C�- . . ............................................ b. Intended use and occupancy cA". J. vowre or worx 1 eck Much applicable): New Building ,Y..... Addition Alteration ... .... Repair ..... Ilemolition pa Renwal .. Other Workr,:,,._,.` f........._... 41 •- •_..•. (loscdption) I 4. Estimated Costj •-`L-I•l� ....... fee ......... } j (to be paid on filing this cation) If dwelling, number of dwelli its ............ Number of dwelling units 8m eath. floor. ... ,• 1, If garage, nu ber of cars ....... } r If business, camercial or mixed occupancy, specify nature and extent of each type of use................... Dimensions of existing structures, if any: Front,,,,,,,,,,,,,,,, Rear Depth Height Umber of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear Depth .................... Height .................... Number of Stories ............... 8. Diuensions of entire new construction: Front ... ............ Rear .... ...... Depth ..41b.T.�.J t � ....... Height ....... um �.4-+............. Number of Stories ....!.. ......... 9. Size of lot: Front ... .......... Rear ..... 1�........ Depth �� VMS Date of Purchase .....`._1y, g..-.. Mune of Former Owner .Y.` L� s �7,. .. .. �`. � Zone or use district in which premises are situated JZ .y 12. Does proposed construction violate any zoning law, ordinance or regulation: AWD................. 13. Will lot be regraded ................ Will excess fill be removed from premises: YES NO 14. Names of Owner of poises ,5�-k1+- ae�`f'+'��� y�7�-� Address .!'!!T,k'.1/�4 �.k-�� .... Phone No. � .... Name of Architect .. .. ...•.... Address A...;:4.L ........ /per L.4. Name of Contractor �... Address ...Phone No./�?:1. � ...... . .. . 15. Is this property within 300 feet of a tidal wetland? At YES *IF YES, SOUIHHD MM TRUS'IMS PM-ffT MAY BE RE¢RItED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block neer or description according to deed, and slow street names and indicate whether interior or corner lot. OUONIY OF _`1v� !vL SS ......... ..............being duly sworn, deposes and says that he is the appl.icanl (Name of individual signing contract) above cared, le is the ..... ............................................................ ............. Contractor, agent, corporate officer, etc.) : 3f said owner or owners, and is duly authorised to perform or have performed the said work and to make and file this 3ppl.ication; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / _.... ..day of XJ`-� Notary Public ? ...:�. . . . . ....... . .. . ...,.. HELENE D.HORNE (Signature of cant Notary Public,State of New York No.49513f14 Qualified in Suffolk Co Commission Expires May 22 QOc3 WEST VIEW DRIVE 2�� -� SURVEY OF PROPERTY SITUATED AT -� MATTITUCK J ;i i TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 107-08-40 SCALE 1 "=20' JULY 23, 2002 J N tR� • J --c zg AREA = 15,000.00 sq. ft. ° 0.34 N CO�wELLg SJR m ' ^ I r' r', R P RUgSE oLE A WELL 5Q r, cAR v► i t SEP 1 0 Kv a u N j -rgm 'i :_ JT14OLD 40„ E a Vim to >• .-. .: .. $•42 o CERTIFIED T0 N 779'42 STocKADE "`E `��e `,� NO. WILLIAM BARKER 1.5'E WOOD RAMP 7.c 24.2 w'!�s 0.1 71 me 'r? MOP BRICK WALK N � N O 391' O �� 01 1 e e r Ht7 WOE ° Y; - - '°_ a° ._ • ° I ITI 7 a AIRED IN ACCORDANCE WITH THE MINIMUM DARDS FOR TITLE SURVEYS AS ESTABLISHED n CON-. � P1J,IfORw ,P 401 O LIALS. AND APPROVED AND ADOPTED SUCH USE BY THE NEW YORK STATE LAND x 24.2 O ASSOCIATION. O"E 40.S 1 0 StORY MEf A� N ' og N.Y.S. Lic. No. 49668 � QDILDINO �€ N 150.00, O ° Joseph A. Ingegno O 403' N m O PAL "ItE UNATHORIZED ALTERATION OR ADDITIONLand Surveyor N 4.T T' TO THIS SURVEY IS A VIOLATION OF U WOOD 0 ZANESKI SECTION 7209 OF THE NEW YORK STATE NN S"fp 0.5'0- Q„ EDUCATION LAW. For W $'421 4 MICHAEL A COPES OF THIS SURVEY MAP NOT BEARING 0.414. _ S -.+1y THE LAND SURVESEALYOR'S INKEDSEAL OR ONSIDERED Title Surveys - Subdivisions - Site Plans - Construction Layout TO BE A VALID TRUE COPY. z ° CERTIFICATIONS INDICATED HEREON SHALL RUN PHONE (631)727-2090 Fax (631)727-1727 at �, ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED, AND ON HIS BEHALF TO THE OFFICES LOCATED AT MAILING ADDRESS ' THE EXISTENCE OF RI WAYS CQM ANY• GOVERNMENTAL AGENCY AND ,.•••- ' ' 1 "- �T9 QpFF LFNDMI�' N STRIATION USTEO HEREON, AND 1380 ROANOKE AVENUE P.O. Box 1931 >1r AND/OR EASEMENTS OF REOW, F TO THE ASSIGNEES OF THE LENDING MiSTI- RIVERHEAD, New York 11901 Rivethead, New York 11901-0965 ANY, NOT SHOWN ARE NOT OIiYANNED. TLMM. CrWnFV'1TInNc 4Rc NnT lY4MYfMR r EST VIEW DRIVE W SURVEY OF PROPERTY N SITUATED AT �$ MATTITUCK O n, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 107-08-40 SCALE 1 "=20' JULY 23, 2002 N t0� JN o AREA = 15,000.00 sq. ft. NCO/WELLS JR r 0 0.344 ac. RU SEL LE A. WELLS 15Q.QQ' CA9 O IN • Ln •42 40 N �N r 'y CERTIFIED T0: ka 0 WILLIAM BARKER . WOOD RAMP E 1.5'E7.d n �b FENCE 24.7 OVEAD MIRESBRICK l?f _ �C STOOP • BRIOK WAIX ! p t+3 O IJ P O 391' ' p m S+e LAt r�l'S SfE,PS �� • Bis - � �.. _. Gib c •�A�Pfoll. O CONC •' .. a - ! P PREPARED OR TITLLE SURVEYS AWiTH S ESTABLISHED n n,� COMIC SII PtA IP.. 40 0 BY�THEL.I L.S.SUCH E 81' THTHEF NEWVYD SATE LAND �j,0 24.7 0 TTfLE 0- >x 1 S 01 O NETA` t g N.Y.S. Lic. No. 49668 � G QQ' N 150 Z 0 N 40.3 Jose h A. Ingegno , i iw� 4.7' WVW FES UNATHORIZED ALTERATION OR ADOfT10N Land Surveyor WpOp TO THIS SURVEY IS A VIOLATION OF SHED 0.5*W• os 8e A�,40�� Vd N/0' ZANE SKI SECTION 7209 OF THE NEW YORK STATE •F L A. EDUCATION LAW. MICHAE COPIES OF THIS SURVEY MAP NOT BEARING 0 1'N• +� kLANDEYOR'S INKED SEAL OR SHALL NOT BE CONSIDEREDTitle Surveys - Subdivisions - Site Plons - Construction Logout TRUE COPY. NDICATED HEREON SMALL RUN PHONE (631)727-2090 Fax (631)727-1727 ERSON FOR WHOM THE SURVEY tIND ON HIS BEHALF TO THE OFFICES LOCATED AT "LING ADDRESS THE EXISTENCE OF RIOHTg OF• WAR G�NMENTAL AGENCY AND1380 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF O�E�l�R� q IF710N USTED HEREON. ANDOFIA ES OF THE LENDING INSTI- RIVERHEAD, New York 11 1 Riverheod, New York 1 1 901-0965 ANY, NOT SHOWN ARE NV wrw D. emuc sor u T mAu rroso,r .. / OFFICE: CUTCHOGUE, NY NPR/O. -. NOTED OCCUPANCY 013 JOB No. DATE-( BP.�Z � USE IS UNLAWFUL 28-0638 MORTON BUILDINGS GENERAL SPECIFICATIONS FEeZg y' Bw _ WITHOUT CERTIFICWE NOTIFY BUILDING DEPARTMENT AT OF QCCUPANCY 706.1802 S AM TO 4 PM FOR THE LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S 1. FOUNDATION NG 1. FOUNDATION - TWO REQUIRED ' o COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 FORGH - F FRAMING TE L� a ! ROUGH • FRAMING Jk PLUMBING ' I ! INSULATION UNDERWRITERS DERTIFICATE d� POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN 4 FINAL • CONSTRUCTION MUST REQUIRED 1p N EECOMPLETEFORC.O. ^ m FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND ALL CONSTRUCTION SHALL MEET r.j� n THE REQUIREMENTS OF THE N.Y. SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. $TATE CONSTRUCTION S ENERGY wm FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND CODES. NOT RESPONSIBLE FOR OFS10N 011 CONSiRUCTRNI ERRORS `D z READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR w SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN `D a OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN, ADDITIONAL CONCRETE El MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. L _j DS SPLASHBOAR - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER L I L� Z MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER V ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION e' W C2. ONE ROW I5 FURNISHED FOR BUILDING ON A LEVEL SITE, .` Y �1 FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF N0.2 OR BETTER SPACED APPROXIMATELY 30" O.C. Q Z _ WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR N� j,,�7 � � �DGUN C,��� m 0 BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS N0, 2 OR BETTER. q� ./ �✓J���,� ��1/-f/ `' / I 7 C_(/ Q a ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS J REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH o CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. w SIDING PANELS (KYNAR 500/HYLAR 5000) -0.019" MIN., C90 GALVANIZED OR AZ55 GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500,11:YLAR 5000 FINISH. PAINT IS �Q o NOM. 1 MIL THICK ON EXTERIOR. Z o ROOFING PANELS (FLUOROFLEX 2000 (TM)) -0.019" MIN., AZ55 GALVALUME WITH AN m ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT N a WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. C ca Z TRIM — DTE—FORMED TRIM OF 0,019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL = �_.3__ DEC o 11 ��T_ti _TYYg1LAL LUbf5FFt_ SPECIFICATIONS - 1997 NCS I III � �1 i W w ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS ,_ E , _ •��:E �.ROUF C4,2 SIZE DESCRIPTION BENDING VALUE Fb a. ROOFING OR SIDING PANELS. CONSTRUCTION TYPE 5B 2"x4" NO.1&2 SPF 1313 PSI J vi LIQ;E ROOF LOAD DESIGN 30 PSF 2'x4' 2100f MSR SPF 2100 P51 J o GUTTERS - S' K-STYLE, .030 HIGH TENSILE ALUMINUM CUTTER, KYNAR 500/HYLAR 5000 WIIJJ LOAD 80 MPH EXP. C 2'x6' NO.1&2 SPF 1138 PSI Q FL.O JR AREA 1200 SO FT 2x6 N0. 1 SYP 1650 PSI FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2'x8 NO. 1 SYP 1500 PS 2"x10" N0. 1 SYP 1300 I PS ADDITIONAL NOTES 2"x12 NO. 1 SYP 1250 PSI ALL 1950f MSR SYP 1950 PSI rDRAWN BY: RP 882 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART _ SHEET INDEX 1 1 2x16 LAMINATED VENEER LUMBER 2800 PSI 3 1 2"'x15 GLU-LAM 1650 PSI DATE: 8-24-01 15144-,16143- 1GLU-LAM 2400 PSI OF THESE DRAWINGS. CHECKED BY: TF SHEET DESCRIPTION 51 4x191 z GLU-LAM 2400 PSI 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 1 OF 3 SPECIFICATIONS & SHEET INDEX NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. DATE: 9-5-01 BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY 2 OF 3 _COLUMN PLAN & ELEVATIONS REVISED DATE: 3 OF 3 SECTIONS, TRUSS DRAWING, & REVISED DATE( ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. DETAILS REVISED DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC O�NEW YO JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. APL DL. S&X.� I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR y . �Y THIS BUILDING WAS PREPARED BY ME OR UNDER MY O.k 2 O• I� 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR �r .d Z DIRECT SUPERVISION AND AM A DULY ���LLLICEN D/ 5000 IS A TRADEMARK OF AUSIMONT, USA. REGISTERED PROFESSIONAL ENG( ER. ,� (RONALD L. SUTTON, P.E. CS2x4FK 10-00 DATE: '1 -L.'0 ccCQORMI G. P.E. DATE: `7 1 REG. # SCALE: AS NOTED SHEET NO. 1 OF 3 OFFICE: CUTCHOGUE, NY JOB NO. 128-0638 — VENT-A-RIDGE 12 --- T#16 GABLE TRIM 4� • a �1 N 5" O.G. GUTTERS I w rn HI-RIB STEEL HI-RIB STEEL T#21 CORNER TRIM T#21 CORNER TRIM � z' m T#167 TRANSITION TRIM T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOTZ T#21 CORNER TRIM T#21 CORNER TRIM �� w T#167 BASE TRIM T#167 BASE TRIM z ^ O V a SOUTH ELEVATION EAST ELEVATION VENT-A-RIDGE W 1.1 T#16 GABLE TRIM 4 C.7 5" D.C. GUTTERS y HI-RIB STEEL HI-RIB STEEL Q Z' _q T#21 CORNER TRIM T#21 CORNER TRIM m Y UO =r ®' T#167 TRANSITION TRIM T#167 TRANSITION TRIM - HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT Q T#21 CORNER TRIM T#21 CORNER TRIM T#167 BASE TRIM T#167 BASE TRIM J co NORTH ELEVATION WEST ELEVATION Z 0 K m � m p 7 T I Q 4'-101/27'-6" 7'-6" 7'-6` 7-6" 4'-101 Z O m I I V-O" VENTED SID€W)i!. OVERHANOS U5 a A W 3 1'-0ONONI NTEWALL OVERHANGS COLUMN PLAN LEGEND o cv 29 -9 o - 3-2"x6" LAMINATED COLUMN LOCATIONy N 15'm i6"m 16'o i6"m 16"0 i6"m 15"m �i - 3068 3-LITE PLAIN SLAB 3100 WALK DOOR W/ LOCKSET !=!J- . 1 w Di - 15'x12' DOUBLE SLIDING END DOOR W/ WEATHERSEAL 0. ^ A +, - (41 3065 SKYLIGHTS 3 I 16"m- 16 DIA. FOOTING W/ J ^ ^ 8" THICK READI-MIX PAD OR (3)50# BAGS Q o 22'-11/2" r - 15"m 16"m - -s - 22'-41/8" OF SACKRETE PRE-MIXED W/WATER. PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS WHEN SETTING. e 15'm- 15" DIA. FOOTING W/ I 30' S.C. TRUSSES ® I B' THICK READI-MIX PAD OR (2)50# BAGS OF SACKRETE PRE-MIXED W WATER. PLACE RP 882 4'x6"x15' CONCRETE 7'-6" O.C. TYPICAL / DRAWN BY: APPROACH - Y5"m - 14'-101/2' COLUMNS W)50# BAGHEN SETING. AROUND DATE: 8-24-01 I e CHECKED BY: 8 B CONTINUOUS Nx4" LOWER CHORD I FOR FOOTINGS THAT REQUIRE PRE-MIXING WITH WATER, USE DATE: 3 3 TRUSS TIES AND 2"x6" DIAGONAL 1 2 GALLON OF WATER PER 50 REVISED DATE: END BRACES APPROXIMATELY I / # BAG. T-7 1/2" \ �- 75"m 7'-6" O.C. TYPICAL - 15„0I -\ 7'-41/2” REVISED DATE: ROUGH OPENING SCHEDULE -1REVISED DATE: UNIT SYMBOL WIDTH HEIGHT REVISED DATE: ^ 15 m 7` FROM LEGEND Di 16"m i6"0 i6"m 16"m 16"m 15"m 0'-0" 0'-0" O 37 3 4" BO 3/4" ol .�qR' R��L• LT.� *G I I I I I 4'-10 i/2' 7-6' T-6' T-6' T-6' 4'-10 1/2' � :a I113 O Y p Y O 9 S6 p 2 q N c 2' 8' COLUMN PLAN SCALE: 1' 4' 6' SCALE: AS NOTED SHEET NO. 2 OF 3 r i OFFICE: FF-2000 HI—RIB STEEL CUTCHOGUE, NY 2"X4"' PURLINS ® 23" O.C. JOB N0. (NO. 2 SPF) 128-0638 2"x4" BEV, PURLIN KYNAR HI—RIB STEEL 2"x6" UPRIGHT WIRE MESH 2"x1O" TRACK GIRT FILLER STRIP . o 2"x6" BEV. FASCIA = T#71 TRACK COVER 5" O,G. GUTTERS 51M TRACK Q= T#144 & 146 FASCIA TRIM 30' S.C. TRUSS Yx4" TRACK BOARD �— N SOFFIT SPO 1 1/2"x2" BLOCK TO GRADE wo HI—RIB/SOFFIT CAP (2) 1/2"x5 1/2" M. BOLTS & T 23 JAMB TRIM -- 4 20d R,S. NAILS # 2"x6" OVERHANG NAILER 3-2"x6"JAMB COLUMN (BEYOND) O m rN/ M 2"x3" JAMB HI—RIB STEEL (KYNAR) zo 3-2"x6" LAMINATED COLUMN 2100fMSR NAILERS 13-13- 13SLIDING DOOR HEADER SECTION - 0f MSRz SCALE: 1 " = 1'-0" Li " 1 1/2"x1 1/2" VERTICAL BLOCKING I II Z 12'-0" AT COLUMN LOCATION GRADE TO HEELjv:� i SLIDING DOOR T#167 TRANSITION TRIM JAMB COLUMN (BEYOND) I I LLJ = 2"x6" NOTCHED NAILER I HI—RIB STEEL WAINSCOT (KYNAR) tFL!R " SLOPE 5" CONCRETE APPROACH C SLOPE ® 2%) N 7/16" OSB PROTECTIVE LINER 4" CONCRETE it I 1 1/2• ( sxs-iDxtD wwM Q Z Nilln m y T#167 BASE TRIM e, F 01 (1) ROW 2"x8" TREATED SPLASHBOARD ' a ' '—'•�' --� ° SLOPE GRADE FROM ". APPROACH ® 2R% MINIMUM Q Q FOR A DISTANCE OF 5'-0' J 4" CONCRETE FLOOR _j - _ C. m .... ....................... ................................. LJLJ Ls� ••••EXPANSION•JOINT �'4 REBAR CONT. �� Z FINISH GRADE 4", MINIMUM COMPACTED GRANULAR BASE 6" BASE OF FIRMLY COMPACTED AROUND PERIMETER COARSE SAND, GRAVEL OR CONCRETE FLOOR NOTES CRUSHED ROCK. 6" M 1. 3500 PSI, 5 1/2 BAG MIX CONCRETE V 2. REINFORCING: 64-10x10 WWM. 4'-0" 3. Si OPE GRADE AWAY FROM THE BUILDING Q J 29 MINIMUM FOR A DISTANCE OF 5'. 4.) 5 MIL POLYETHYLENE VAPOR RETARDER PLACED 4" BELOW THE BOTTOM OF THE CGNCRETE FLOOR. SLIDING DOOR CONCRETE APPROACH C'ETAIL Z o 46M BASE ANCHORS SCALE; 4 = 1 —0 � m 8" THICK READI—MIX PAD OR (3)500 BAGS OF SACKRETE PRE—MIXED W/WATER. PLACE O: (1)50# BAG OF SACKRETE AROUNDTRU55 SPACING_?"-6" 0.C. TRUSS DESIGN SPECIFICATION: LAJ E !t��COLUMNS WHEN SETTING. Truss has been designed by computer using the Purdue LIVE LOAD _ 30 PSF Plane Structure Analyzer IAW current standards and Z 16"0 DEAD LOAD _ 4 PSF specifications of recognized engineering principles. CEILING LOAD _ — PSF Trusses are manufactured by Morton Buildings, Inc. Q N nt TOTAL LOAD 34 PSF LUMBER SPECIFICATION (1997 NOS for Wood Construction): a Lower Chord -- 1950f — 1.5E MSR Southern Pine V Top Chord --- No. 1 K.D. — 19 Southern Pine �8 0 SI ©EWALL_ SECTION _A- A Web Members -- No. 1 K.D. — 19 Southern Pine Q 80 M.P.H. WIND LOAD r`� TRUSS PLATE SPECIFICATION (]CEO Evaluation Report No. 2929): 2"x4" PURLIN SCALE: 1/2" = 1'-0" ASTM A-446, Grade A 20 Ga, and 18 Go. where noted, galvanized steel Morton truss plates identified by a 77 11X11 hexagon stamped every 1-1/4" along the center of the plate. DRAWN BY: RP 882 TO f, Pl. RAFTER LENGTH 15'8-1/8" DATE: 8-24-01 �� /� 2•)` /z„ Webs are 2x4's except where noted CHECKED BY: DATE: II REVISED DATE: 60d R.S. NAIL WEB #2 z N8" V / T,0 REVISED DATE: 20 ga. GALVK PURLIN CONNECTOR REVISED DATE: 3x5 REVISED DATE: TRUSS o 6'3" WEB #i PI. 12 906 PI. o •` WEB #3 Bx13 PI. unim OF NEW y4 L. S • R'F�9 / 3x5 13x8 PI. 8x10 H.B. —7 �' • �'� .�` �"/ PI. 18 Go. PI. 15 1/2" ...... .... 2"x8" L.C. #1 •••, •... 2"x8" L.C. #2 ••... (1) #9x1" TRU-GRIP SCREW ON CAMBER AT CENTERLINE ••• ••• 5'10-1/4" 14'10-1/2" �ITn'MB,`,^p'�" PEAK SIDE AND (2) ON EAVE 3 %p/4" QQ SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) e SCALE: AS NOTED 2"x4" BUTTED PURLIN DETAIL FCP 30 S. C. TRUSS 10 SHEET NO. SCALE• 11A' = 1'-0" SCALE: 1/2 = 1 —0 3DF3