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HomeMy WebLinkAbout26969-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27641 Date: 04/27/01 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1515 YOUNGS AVE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 60 Block 1 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 24, 1998 pursuant to which Building Permit No. 26969-Z dated DECEMBER 14, 2000 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 ADDITION & ALTERATION TO EXISTING OFFICE BUILDING C-1 OCCUPANCY AS APPLIED FOR. The certificate is issued to ROMANELLI REALTY, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ N-485346 04/12/99 PLUMBERS CERTIFICATION DATED 04/19/01 N.F.PLUMB.& MAINTENANCE v Authorized Sig ure 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. 26969 Z Date DECEMBER 14 , 2000 Permission is hereby granted to: ROMANELLI REALTY, INC. P.O. BOX 696 SOUTHOLD„NY 11972 for CONSTRUCT AN ADDITION TO & ALTER SAME EXISTING OFFICE BUILDING C1 OCCUPANCY AS APPLIED FOR. (NOTE: REPLACES BP #25179Z) at premises located at 1515 YOUNGS AVE SOUTHOLD County Tax Map No. 473889 Section 060 Block 0001 Lot No. 006 pursuant to application dated APRIL 24, 1998 and approved by the Building Inspector. Fee $ 854 . 50 Authori'Z5 e Signature ORIGINAL Rev. 2/19/98 Form No. 6 1; TOWN OF SOUTHOLD BUILDING DEPARTMENT I TOWN HALL 765-1802 APPLICATION FOR.CERTIFICATE OF OCCUPANCY A. 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 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 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. 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 $25.001 Additions to accessory building ,$25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildin¢ - $100.00 3. Copy of Certificate of Occupancy - .2519 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $/C5�.0 , Commercial $15.00 Date . . .�(.f./�. . . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . . . . .>.... . Old �O/r Pre-existing Building. . . ✓/,.r Al Location of Property. . �f5 5' X�q'7� . � . . . . <lsf//o!v. . . . .!�'. House No. ` Streeett((// ./ Hamlet Onwer or Owners of Property. . . ���yyrre/'; . . . P !.'✓ . . . ire County Tax Map No , 1000, Section. !!1✓.y. . . . . . . .Block.®//a®I. . . . . . . . .Lot.®4. . . . . . . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fi ed Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . . . Permit No. �... . Z . .Date Of Permit. ./. I. . . . . .Applicant. .�p . . . . .. .��G`.� . . . . Health Dept. /. . . Approval. . . . . . . . . . . . . . . . . . . . .Underwriters Approval . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . ✓. . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . !! . . . . . . Fee Submitted: $. ®. . . . . . . . . . . . . . . . . . . . . . 9 3s 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Co *7� It APPLICANT THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1195099 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date APRIL 12,1999 Application No. on file 17241898/98 N 485346 THIS CERTIFIES THAT PERMIT NO. 25179 only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of BURTS RELIABLE, YOUNGS AVENUE, SOUTHOLD, NY in the following location; © Basement M Ist Fl. ® 2nd Fl. OUT Section Block Lot was examined on APRIL 06,199:9 and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLET$ INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K W. AMT. K.W. AMT. K.W. AMT. H P. 58 83 46 12 46 5 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIALRECTIT.1 TIME CLOCKS I BELL IUNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL H.P. GAS I H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT, H.P. NO.OF FEET AMT. WATTS 3 F SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC GOND A W.G A W.G� A W G. AMT. AMP. TYPE EQUIP. 1 0 W 11:0 0 3W 5 0 3W S 0 4W pER 0 OF CC.COND. NO.Of HI-LEG OF HI-LEG NO OF NEUTRALS OF NEUTRAL 2 200 CB 1 X 2 3/0 OTHER APPARATUS: i 2 TON AIR CONDITION-1 2 1/2 TON AIR CONDITION-2 60A DISCONNECT-3l EXIT SIGNS-3 d G.F.C.I:-8 c5b6a -y' 20"/ — L L JIM SAGE ELEC. INC. PO BOX 38 GENERAL MANAGER GREENPORT, NY, 11944-0038 EPerl 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. `\ COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. �o�g�FFOC�c�Gy Town Hall,53095 Main Road y x Fax(516)765-1823 P,O. Box 1179 �r0 • Telephone(516) 765-1802 Southold,New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N Building Permit No. Owner: /�p/J�CJIe'l1 4G/>�!///� G A' (please print) y� Plumber: /Va) /y/�//a'/bi�✓4 ot /�/G�wA/eece— (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P umbers S gnature) Sworn to before me this day of Notary Public, County I q1 LYNDA M.BOHN NOTARY PUBLIC,State of New York No. 01806020932 Qualified In Suffolk Co Tenn Expirea March s,20 o��gUFF01,�coG o� y� Town Hall,53095 Main Road N Z Fax(631)765-1823 P.O.Box 1179 O Telephone(631)765-1802 Southold,New York 11971-0959 'j/Jf01 �aO� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 9, 2001 ROMANELLI REALTY, INC. P.O. BOX 696 SOUTHOLD, N.Y. 11972 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) No Underwriters Certificate on file . XX The check is (not on file. ) $50 . 00 No Health Department Approval on file . No final inspection has been made . XX No Plumber Solder Certificate on file . (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 26969-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ 6RNAL [ ] FIREPLACE & CHIMNEY REMARKS: o/ y10 6 �1� DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUN TION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY ,�j J� REMARKS: vl�--- DATE / INSPECT M-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS 7{ ,DATE 1,213 0/ INSPECTO 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: C� tzz, DATE INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: t &� z ,DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE INSPECTOR -- M-1802 - BUILDING DEPT. I NSPECTIO [ ] FOU ATION IST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE INSPECTO M-1802 BUILDING DEPT. NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE ®/ INSPECTO i M-1802 BUILDING DEPT. INSPECTION [ FOUND N 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY R ARKS: ` 7 DATE /(D //4( / KINSPECTO M-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE ( INSPECTO U �G�'�//7►/�_., ��, . 4 ,moi�--�- � r� ' �4 T.Do 7 fool � � 1 1� BOARD OF HEALTH . . . . . . . . . . . . . . . !,PR 2 4 ri"o, fi�� FORM NO. I 3 SETS OF PLANS TOWN OF SOUTHOLD SURVEY W� a� A BUILDING DEPARTMENT CHECK g`?'t r.,Tf. 'TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . fti'vPl'4 r5F SOUYh1OL0 SOIi'1'1101.D, N.Y. 11971 TEL.. 765—I802 NOTIFY: CALL lirma>rnirrerl.......!,6/.Y:..., 19pp!V. 9 9 �... MAIL TO: . . . . . . . . . . . . . . . . . . . . AfrihrovtKl......t�.L.4? 19./. PensiC Na Disapproveda/c ................. ... .................................... .............................. .......... .. ......... Mr 1 u In hector APPLICAT ON P BUILDING PERMIT NS'l'RIICTIONS a. 'phis application mist the completely filled in by typewriter or in ink and admitted to the Building Tnapector wi 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 most be dram on tire diagram Ailch is part of this application. c. The work covered by this application ray not he conmenced before issuance of Building Permit. d. Upon approval of this application, tire Building inspector will: isaue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection througirout 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. ' APPI.ICArT(N IS UCWffY MAIC to the lAoilding Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable laws, ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations,,ard to admit authorized inspectors on premises and in building for necessary inspections. Rteka.4-..A..�dey..7.................. (Si. nature of appli�c ^dt r name, if a corporaj ton) (Mailing address of applicant) i State whether applicant is owner, lessee, agent, architect, enghreer,'general contractor, electrician, plurbher or iuilde 0. .........Kn....�......�....... ...............�... ................................. Name of owner of premises .!- ?/l./.S+Yff.•//...�1:`!`!. J��/�. .................................................. (as on Use tax roll or latest deed) re ff h icao a corporaC signatuduly autl ized crficer. • ` aril title of corporate officer)Ar�j V017 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................ .. /57ft4r ..WuN�S...A..11E..... Qv..f� r�...................................... (louse Nwbher Street�I h / b County Tax Map No. 1000 Section .....!<(/..K.... Block Ao ......... bot ...��...... Subdivision ....... .. ......................... Filed Map No. ........:h..... ],at ............... (Name) 2. State existing use and occupancy of premises and i tended use and occupancy of proposed construction' a. Existing rise and occupancy ...Q .5( i(rin'. r4�C 1"C!lQn-...... ..................... b. Intended use and occupancy ....QKY.� %o!t�'.l....Q F :rr....d.On..A�L,..9oho l.... 7. Ncnlure of work (dteLk widd; app�lieable); Neu Building ........... Addition .. ....... Alteration .......... Relwir ............ Removal ............. Demolition ............ Other Work .................................. M (Description) 4, BatimaLell fee ............................. ............... D al (to be paid an filing this at S. If tLelling, mober of dwelll:ul units ............ Umber of dwelling ignite oo eadi floor Ifgarage, iKnber of care .....I................................. �''�` r 6. If Ixieiuess, cantercial or all:I occupancy, specify nal ago-extent of each type of use..Ql..lr7.?.T. .. fre— 7. Uluenaians of existing atnacW s, if any: FroxnC...! tf .... Rear ..Y..3..'.*,J..... Depth .�A•........ Iknpght .......................:�. rAalner of Stories ...... .........ia..�.. A Q �I Dinensions of sane structure w th alterations or additions: Front ..../.3.. Rear 73..a7... Depth ...30............. )lel nL ...............�}..... Naber of Stories ../fit........ Q? S. Ilinensiana of entire new caret lion: Frail- ...7..Q........ Rear ...T O...... .Depth .!".'.b........ llsil;fit ....................... Mrdier of Stories ..(2........... 9. Sieg: of lot: Front Rear .....�tT d ....... Dept �+!!........ . .... h .. 10. )kite of Pi;rcnsse .. 1fQ 1. .... Nene of Former Owner ................................... .... . If. Zane or use district In which premises are situated ..SAF (ii JQ S.Ifr1'QJ......................... ............... 12. Does proposed construction vlotate any zoning law, ordinance or regulation; ........................ 13. Will lot ire regraded ,...N�(.LL......DDWill excess fill be removed IYan prciniaes: YES ND L 14. Nakes of Owner of premises .,►JQr!�.fS.Q if!!� P�Acklress .. ...... Pllooe No7 r-Ml Nene of ArdnlcecC . /.yJ./} t� ct fs��C� t -rbll<%t pZ O0/l Phone No. . '/Y......1�+..4....... ec. ... A[khees .............................. None of Contractor ...........1I....................... Addreas .................�................Plane No. ..........•... 15. Is this property within 300 fast.of a tidal wetland? * YES .......... NO ..ff.Y..� *IF YRS, SwIII7D lam 1 IM9 PRINIT MAY RB gB VIRM. PLOT 111AGIIAM1 Locate clearly and distinctly 11 buildings, whether existing or proposed, and Ialicate all set-back dimensions frau property lines. Give street ant block trnber or description according to deed, and allow street nares and indicate ndnetlner Interior or corner lot. k S1-N11% (Mn ";,w Y(MIK, ss (1MINIY (M'' ....................... (.ane of .......... signing anL'ract)�....•...............being duly awuro, deposes axl says that be ie the applicant. mlivualolxrve n acted, Ile is the ........................... ....................................................................... (Contractor, agent; .orporate officer, etc.) of acid owner or overs, and Is duty tllorized to perfonn or have performed the said work and to make and file this algnlicaticn; that all sLatetents cormtsi.ned in Lilts applicatlon are true to Lhe beat of file knowledge and lxdl.ief41 ntxl Thal the work will be perfonned in Lln@ nan;ner set forth in the application filed t rewith. :)worn Lo,before tine this (� ... U<�!4........ f (1 �.....19. .. Notary Ld�iic PA ILIA D. QAR91K � . ...� .... .......... ............ Notely Public,Stt'tte�New York (' ;neure of Applicant) No. OIGA4522513 Owilllsd in Suffolk 06unty CotnlllleMon Expires August 81, SEALED WOOD TRUSS DESIGNS for BURT' S RELIABLE SOUTHOLD, NY preparedfor: Bracken Built Homes 1515 Youngs Avenue Southold , NY 11971 11/06/98 prepared by; 1VASSA U SUFFOLK L UMBER & SUPPL Y CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn; Kevin Romeyk (516) 289-6900 FAX 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN AVE.,RONKONKOMA, NY 11779-6534 SHOP DRAWINGS MUST BE SIGNED TO INDICATEAPPROVAL TO SCHEDULE FABRICATION. ITIS THE PURCHASERS RESPONSIBILITY TO APPROVEALL INFORMATION ON TRUSS SHOPDRAWINGSAND TO COORDINATE TRUSS INSTALLATION WITH OTHER TRADES. PURCHASER IS ADVISED TO OBTAIN AND FOLLOW TPI-HIB91 BRACING AND ERECTION RECOMMENDATIONS AND TO DISTRIBUTE TPI-HIB91 TO ALL PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. GENERAL FLOOR TRUSS DATA SHEET THESE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS. FURNISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR The following trusses were designed/reviewed by MiTek Industries, Inc.based on information provided by Specified truss fabricator.All information on the truss drawings should be reviewed by the overall building designer/engineer to Insure proper building codes and project requirements have been complied with before fabrication. Design is based substantially on TPI and NDS standards in effect on the date specified on the drawing. Erection, Handling, Safety Precautions,Temporary or Permanent Bracing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate Manufacturer or the Truss Manufacturer and therefore are not a part of these engineered drawings. Trusses are designed as individual components.Al lateral bracing specified on these truss drawings is intended to provide lateral restraint for individual truss members only. The design, amount and proper installation of additional permanent bracing is the sole responsibility of the designer of the complete structure.Adequate temporary bracing is the sole responsibility of the truss erector. Competent professional advice should always be obtained relative to truss bracing, erection requirements and connections.See HIB-91. The top chord shall be laterally supported with properly attached sheathing,unless noted otherwise. Continuous cross(Ix3)or horizontal(2x6 Wongbacks on edge)bridging is required at 8'•0'to 10'-0'maximum intervals.See HIB-91 for proper nailing. ® Denotes location of continuous lateral bracing designed by others. Provisions for adequate drainage should be met on all trusses with any top chords slopes less than a 1/12. All connector plates are 20�ga. M20 plates applied on both faces, centered and oriented so that the second plate dimension is parallel to the truss chord,unless noted otherwise.All connector plates must be manufactured by MiTek Industries,Inc.or its auxiliaries:Gang-Nall,Hydro-Air,or Panel Clip, Connector Plate Code Approvals:BOCA 86.93,8575,91-28; HUD/FHA TCB 17.08;ICBO 1591,1329,4922;SBCCI 87206,86217,9190;WISC/DILHR 870040-N,930013-N,910080-N. The drilling of holes,notching,cutting or removing any"oss sectional area of any truss member,unless noted otherwise,will VOID the drawing. Floor trusses are designed to support the listed uniform loads only. Floor trusses are not designed to support concentrated loads from the roof or any other tributary system unless noted. Truss to bearing connection to be designed by others. Trusses should be inspected prior to and after erection to insure their structural integrity.Trusses should be inspected for plate embedment,damage to the lumber(cracks,breaks,crushing,etc.),bow,variation from plumb etc..For a full list of guidelines see HIB-91 and QST-86. All gable type (non-structural)trusses are to have all vertical studs exceeding 8'-0"in height L-braced to provide lateral restraint. In addition, all these type trusses are not designed for wind exposure to the gable face,unless noted otherwise. Trusses with ribbon details on the end(s) Trusses requiring splice Joints labeled: ° should have the end vertical connected to the ((plate size#1)f.p.w/(plate size#2)s.p.W/B - buss by placing a Ix3 20-ga.plate on each should use the following detail as a guide. face as shown in the following detail,or use an equivilent nailed connection. fia1E I I I I 1 1 1A■ MiTek Industries, Inc. Dwg.# FORM SIGN-001-102095 Job Truss Truss Type City Ply BURPS RELIABLE Y561689 SECOND 0100 FLOOR 2 1 NASSAU SUFFOLK LUMBER, 4.032 s Jun 9 1998 MRek Industries,Inc. Tue Oct 2017:34:11 1995 Page 1 29.6-0 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425 51 52 50 49 48 47 46 45 44 43 42 41 40 39 38 37 305 34 33 32 31 30 29 28 2726 3x4= 3x6 FP= 3x4= 300-0 30-0-0 LOADING(psf) SPACING 1-7-3 CSI DEFL (in) (too) Voefl PLATES GRIP TCLL 50.0 Plates Increase 1.00 TO 0.09 Ved(LL) We - n/a M20 197/190 TCDL 15.0 Lumber Increase 1.00 BC 001 Vert(TL) his - Na SCLL 0.0 Rep Stress lncr NO WS 0.04 Horz(TL) 000 has BCDL 5.0 Code BCOVANS195 (Matrix) tat LC LL Min Well 480 Weight.140 Is LUMBER BRACING TOP CHORD 4X 2 SYP N0.2 TOP CHORD Sheathed or 6-0-D on center purlin spacing, except end verticals BOT CHORD 4 X 2 SYP Ne.2 BOTCHORD Rigid ceiling directly applied or 600 on center bracing WEBS 4 X 2 SPF Stud OTHERS 4X 2 SPF Stud REACTIONS(tb/size) 50=53/3000,26=16/3000,36=3/3040,49=150/30.0,48=149/3000,47=149/3000,46=149/3&0-0,45=149/3000,44=149/3000,43=149/30",42=149/3000, 41=149/300,40=149/3000,39=149/30"0,38=149/3000,37=150/3000,36=147/3000,34=149/3000 Max Herz 50=3(load case 1),26=-3(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 5051=49,1-51=-49,2&52=40,2552=-10,1.2=-3,2-3=-3,3-4=3,45=-3,56=-3,&7=-3,7-8=-3,8-9=-3,510=-3,10-f1=-3,11-12=-3,1243=-3,13-14=J,14-15=-3,1&16=-3,1&17=3, 17-18=-3,1&19=-3,1520=-3,2021=-3,21-22=-3,22-23--3,2324=-3,24-25=-3 BOT CHORD 4550=0,48-49=0,47-48=0,4&47=0,4546=0,4445-0,4344=0,42-43=0,41-42=0,4"41=0,3540=0,38-39=0,37-38=0,36-37=0,3536=0,3435=0,3334=0,32-33=0,31-32-0,3031=0, 2530=0,2&29=0,27-28=0,2&27=0 WEBS 2-49=-139,3-48=439,447--138,546=-139,&45=-139,7-44=139,&43=-139,1042=-139,11-41=-139,12-40=-134,1139=-139,1438=-139,1537=-139,1&36=-139,17-34=-139, 18-33=-139,1532=-139,2031=-138,21-30=-139,22-29=137,2128=-145,24-27=-104 NOTES 1)This Was has been checked for unbalanced loading condmons. 2)Recommend 2x6 strongbacks,on edge,spaced at 10.00 on center and fastened to each trusswith 116d nails Strongbacks to be attached towalls attheir outer ends or restrained by other means. 3)All plates are M20 plates unless othelwlse Indicated. 4)All plates are 1.5a3 M20 unless otherwise Indicated 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(Le diagonal web) 7)Gable studs spaced at 1-4-0 on canter. 8) For studs exposed to wind,see Walk'Standard Gable End Detrol' 9)This truss has been designed with ANSUTPI 1-1995 crilerla. LOAD CASE(5) Standard Cf g y`0. d ' 06WJP4 October 22,1998 is Truss Truss Type City Ply BURT'S RELIABLE Y56769C SECOND 8101 FLOOR 8 1 NASSAU SUFFOLK LUMBER, 4.0-32 s Jun 91998 MTek lim ustries,Inc Tue Oct 2017-4-1, ,,, Page l 1.3.0 1-6-0 6x6= 6x6= 1.5X3 11 4x5= 1.5X3 If 1.5X3= 5x5= 44= 3x6 FP=30 3x4= 3x4= 3x4= 4x5= 4x4= 5x5= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 34 35 Z= i :: ! 33 32 31 30 29 2E27 26 25 24 23 2721 20 19 18 17N 6x6= 6x811 5x611 46 11 3x611 3x6 II 3x6 11 3x611 3x6 FP= 4x611 5x6 11 6x811 6x6= 3x6 FP= 3x6 11 3X6 11 3x6 11 3x6 11 30-0-0 30-0-0 Plata Others X . 8:0-1-8 ed a 9.0.7-8 etl e LOADING(pat) SPACING 1-7-3 C81 DEFL (in) (loc) I/tlefl PLATES GRIP TOLL 50.0 Plates Increase 1.00 TO 0.81 Ved(LL) -0.61 25 >581 M20 197/190 TOOL 15.0 Lumber Increase 1.00 BC 082 Viii -0.86 24-25 >415 BOLL 0.0 Rep Stress lncr NO WB 0.91 Horz(rL) 0.11 16 me BCDL 50 Code BOCA/ANSI95 (Matra) 1st LC LL Min Meet=480 Weight 2041b LUMBER BRACING TOPCHORD 4X2SYPNo.2'Excepl' TOPCHORD Sheathed or 4-38 on center puriin spacing, except end verticals 6-154X2SYPSS BOTCHORD Rigid ceiling directly applied or 10.0.0 on center bracing BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SPF Stud REACTIONS(Ib(size) 33=1654/0-38,16=1662/0.38 FORCES(lb)-First Load Case Only TOP CHORD 3b34=41,1-34=-31,1&357-31,1635=-31,1-2=-1,2-3=-2774,&4=-3865,h5=-5164,5-6=-6121,&7=6121,7-8=-6631,&9=6786,310=-6621,10.11=6099,11-12-5130,12-13=-3817, 1314=-2114,1415=0 BOT CHORD $2-33=1190,31-32=3111,30.31=4605.2330=5744,2&29=5744,27-28=5744,26-27=6472,25-26=6786,24-25=6786,2324=6786,22-23=6455,21-22=5715,20-21=5715,19-20=5715, 1&19=4564,P-18=3058,16-17=1124 WEBS 14-16=-1974,2-33=-2004,1417=1708,2-32=1698,13.17=-1662,&32=-1651,13-18=1338,331=1327,12-18=-1315,4-31=-1303,12-19=997,4-30=985,11-19=-998,11-20=13,&30=-989, 6.29=16,11-22=655,5-27=643,10.22=-627,7-27=-618,10-23=292,7-26=281,9-23=-282,&26=264,&25=7,324=18 NOTES 1)Thistruss has been chocked for unbalanced loading conditions 2)Recommend 2x6 strongbacks,on edge,spaced at 10.60 on center and fastened to each truss with 3 16d nails. Strangbacks to be attached to walls at their outer ends or restrained by other means. 3)All plates are M20 plates unless othii Indkmted. 4)This truss has been designed With ANSVfPI 1-1995 clitoris. LOAD CASE(S) Standard � a 'q r0; �y �j2 'O �O OBWy'a, �oF NPS October 22,1998 Jabs , Truss Truss Type City Ply SURTS RELIABLE SECOND 8102 FLOOR 1 2 5561691 NASSAU SUFFOLK LUMBER, 4.0.32 s Jun 91998 MTsk Industries,Inc. Tue Oct 2017.34231998 Paget 1-3.0 1-10-8 OHO H LOAD IS APPLIED DIRECTLY TO ALL GIRDER PLIES CONNECTION ARE NOT DESIGNED TRUSS NOT SYMMETRIC ADJACENT ACCENT MIES TO LOAD FROM FACE PLY TO DO NOT ERECT THE TRUSS BACKWARDS PL 5x6= 4x5= 1.5x311 6x6= 3x4= 4x4= 3x4= 1.5x31{ 1.5x3= 1.5x3 11 3x6 FP= 3x4= 3x4= 3x4= 3x5= 4x4= 4x4= 1.5x3= 1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 35 36 T' 34 33 32 3130 2928 27 26 25 24 222 21 20 19 18 17 5x6= 5x6= 5x811 3x611 3x4= 3x4= 3x4= 3x4= 3x10 M16 FP= 4x4= 45= 4x6= 3x4= 3x611 3x4= 4x4= 1.5X3 11 6-2-0 30-0-0 6-2-0 23-10-0 Plate Offsets x 5:61-8 ed a 17.etl a 0.l-8 31.0-1-8 ed e LOADING(pat) SPACING i-73 CBI DEFL (in) (loc) Vdefi PLATES GRIP TCL 50.0 Plates Increase 7.00 TC 0.62 Verl(LL) -0.59 25 =603 M20 197/190 TCDL 15.0 Lumber Increase 1.00 BC 0.90 VertQL) -0.82 25 >433 M16 174/126 BCI 0.0 Rep Stress lncr NO WS 094 Horz(TL) 0.15 17 we BC( 5.0 Code BOCA/ANSI95 (Malrb:) let LC LL Mm 1/defl=480 Weight'33516 LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOPCHORO Sheathed or660on center purlin spacing, exceptendveNcals BOT CHORD 4X 2 SYP SS•ExcepC BOT CHORO Rigid telling directly applied or 1660 on center bracing. 17-22 4 X 2 SYP No.2 WEBS 4 X 2 SPF Stud•ESEpC 2.334 X 2 SYP No.2 REACTIONS(Ib]size) 34=3219/688,17=2037/638 FORCES(ib)-First Load Case Only TOP CHORD 34-35=-6,1-35=-6,17-36=-38,1836=-38,1-2=-0,2-3=-5213,34=-9319,4-5=-9319,5-6=-9681,G-7=-9772,7-8=-9772,&9=-9928,410=-9653,1611=-9021,11-12=-8011,12-13=6553, 13.14=-4784,14-15=-2637,15-16=-0 BOT CHORD 33-34=2282,32-33=7252,31-32--7253,30-31=9319,29-30=9319,28-29=9766,27-28=9786,2&27=9934,2&26=9877,2425=9423,23-24=8604,22-23=7378,21.M=7378,2621=7378, 1620=5755,1819=$799,1748=1460 WEBS 4-31=444,630=-229,2-34=-3917,2-33=4111,3.33=-3676,331=3525,15-17=-2467,1618=2122,M-18=-2095,14-19=1774,1349=-1751,13-20=1438,1240=.1438,12-21=5,1&23=1105, 11-23=-1069,N-24=752,10-24=-724,10-25=414,425=401 426=90,826=41,827=-292,6-27=-25,629=-303,5-29=617 NOTES 1)Trusses to be fastened together to act as a single unit All loads to be distributed equally over the 2 plies 2)This truss has been checked for unbalanced loading condition 3)Recommend 2x6 strongbacks,on edge,spaced at 1660 on center and fastened W each truss vath 3-164 nails Strongbacks to be attached to wails at their outer ends or restrained by other means. 4)Exceptas shown below,special connections)requlred to supportconcentrated loads) Design of connection(a)is delegated to the building designer. 5)All plates are M20 plates unless otherMse Indicated. 6)This truss has been designed with ANSI/fPI 1-1995 criteria. 7)Load easels)l has been modified. Building designer must review loads to verity that they are correct for the Intended use of this truss. 8)Concentrated load from intersecting LVL beam by others LOAD CASE(S) 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 f Uniform Loads(pl9 Vert 1-2=-103.9,2-3=-103.9,3-4=403.9,45=-1039,66=403 9,5-7=-003 9,7-8=-003.9,8-9=4Si03.9,41Ptt=-103.9, �[ 11-12=-103.9,12-13=-103.9,1314=-103.9,1415-103.9,1516=-103.9,3334=-8.0,32-33=-8 0,31-32=.8 0,3631=-8 0,29-30=-8.0' Oi�� 2829=-8.D,27-28=-8.Q 2827=-80,25-26=40,2425=8.0,23-24=-80,22-23=-80,21-22=-80,20-21=-S 0.1520=-8.0,18-19=-8.q _YDJ 17.18=-8.0 Concentrated Loads(Ib) Vert 31=-1940 October 22,1998 ' JobTruss Truss Type City Ply BURPS RELIABLE V567692 SECOND - 8103 FLOOR 2 1 NASSAU SUFFOLK LUMBER, 4.632 JM 91998 MITek Mduetrlee,Inc. Tue Oct 20 17 3429 1998 Page ,rim 1-10-0 3x4= 45= 7x8= 3x4= 3x6 FP= 4x4= 3x4= 3x4= 3x4= 3x5= 3x4= 44= 5x5= 3x411 1 2 3 4 5 6 7 8 9 10 11 12 13 29 1 28 27 26 25 24 23 22 21 20 19 18 17 16 15 4 3x4=5xB II 46 II 3x611 3x611 3x6 11 3x6 11 3x611 3x611 3x611 4x6 11 3x6 FP= 6x6 3x6 FP= 5x6 11 y- 24-0-0 0-4-0 23-8-0 Plate Offsets % i:etl a 630 6:0.14 edge], 7.0.1-8etl e LOADING(psf) SPACING 1-]-3 C31T­DF�Fl. (in) (loc) VtleflPLATES GRIP TCLL 60.0 Plates Increase 100TC090Ve (LL) -0.3621-22 1783 M20 197/190 TCDL 15.0 Lumbar Increase 100 BC 064Valt(TL) -051BCLL 00 Rap Slross Ina NO WB 0.81Hoa(TL) -0.01BCDL 5.0 Code BOCNANS195 (Matra) 1st LC LL Min Vtlefl=480 Weight 1601b LUMBER BRACING TOPCHORD 4X2SYPNo.2 TOPCHORD Sheathed of- 6-5 on center Purim spacing, except end verticals. BOTCHORD 4X2SYP55'Except' BOTCHORO Rigid ceiling directly applied or 100.0 on center bracing 14-16 4 X 2 SYP No.2 WEBS 4X2SPFStud OTHERS 4 X 4 SYP No.2 REACTIONS(Ib/slze) 14=1334/638,29=1317/0.38 FORCES(lb)-First Load Case Only TOPCHORD 1314-.45,1-2=-945,23=-941,&4=-2368,4-5=-2368,66=3386,&7=-4020,7-8=-4303,&9=4237,9-10=-3]65,10-11=-2925,11-12=1691,12-13=2,1-29=-1317 SOTCHORD 27-28-0,26-27=1751,25.26=2952,24-25=2952,23-24=4020.22-23=4020,21-22=4020,2621=4383,19.20=4104,18-19--4104,17-18=3437,1&17=2400,1&16=240.14-15=968 WEBS 12-14--1604,12-15=1274,11-16=-1247,11-17=926,10.17=901,10.18=578,9-18=-579,9.19=33,9-20=227,8-20=256,&21=140,7-21=483,7-22--493,1-27=1509,&27=1426,326=1087, 626=-1028,5-24=765,&24=-1081,6-23=519 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Required 2x6sixongbacks,an edge,spaced at 160.0 Cin center and Waned to each truss wih&16d nails Strongbacks to be attached to wells at their outer ends or restrained by other means 3)CAUTION,Do not erect truss baccoards. 4)All plates are M20 plates unless otherwise indicated. 5)Bearing at Jolnt(e)29 considers parallel to grain value using ANSIRPI 1-1995 angle to gain formula Building desli should verify Capacey 01 bearing surface. 6)This Was has been designed with ANSI7TPI 1-1995 crearia LOAD CASE(S) Standard A 4 1 October 22,1998 Job= Truss Truss Type City Ply BURPS RELIABLE V561693 SECOND B104 FLOOR 1 1 NASSAU SUFFOLK LUMBER, 40-32 5 Jun 91998 MRek Intlusirles,Inc Tue Oct 201]:34.371998 Page 1 F R 130 8 3x4= 4x6 II 1.5X3 II 8x10=3X611 44= 3x4= 3x4= 3x4= 3x4= 3x5= 4x4= 5x5= 5x6=1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 Ezszszq 31 0 29 2827 26 25 24 23 22 21 20 19 18 17 16 15 3x4= 3x611 5x611 4x4= 3x4= 3x4= 3x4= 3x4=1.5x3114x4= 5x5= 5x6= 4x6= 8x8= 3x4= 4 0 2-0.8 25-10-8 0.4-0 1-8-8 23-10-0 Plate Offsets X 1:ed e0-30 30.1-8 ed a 15'etl e01-8 28.0.1A0ed a 280-1-8ait e LOADING(psf) SPACING 1-7.3 CSI DEFL (In) (loc) 7�419 PLATES GRIP TOLL 50.0 Plates Increase 1.00 TO 080 Vert(LL) -0.52 21 M20 197/190 TOOL 15.0 Lumber Increase 1 00 BC 0.80 Vet(TL) -0.73 21.22 BOLL 0.0 Rep Stress Ince NO WB 0.82 Horz(TL) -0.01 15SODL 5.0 Code BOCA/ANSI95 (Matra) 1st LC LL Min 1defl=480Weight 152 lb LUMBER BRACING TOP CHORD 4X 2 SVP No.2 TOPCHORD Sheathed or 44-10 on center Purim spacing, exceptendvemeals. BOTCHORD 4X2SYPSS BOTCHORD RgId ceiling directly applied or 10-0.0 on center bracing WEBS 4X28PFBtud OTHERS 4 x 4 SYP No.2 REACTIONS(Ib/size) 15=1552/0.38,31=3234/0.&8 FORCES(Ib)-First Load Case Only TOP CHORD 7530=-38,14-30=-38,i-2=-3094,2-3=-3094,b4s-3858,45=-3858,3--6=4556,G7=-5337,7-8=-5]14,&9=5727,970=-5363,10.11=4582,11-12=-3459,12-13=-1959,1314•-1,1-31=-3234 BOTCHORD 2&29=0,27-28=3094,26.27=3094,2526=4749,24-26=4155,2324=5034,22-23=5612,21-22=5807,20.21=5632,1920=5068,18-19=5068,17A1 -4108,1617=2798,1&16=1105 WEBS 2-28=4$6,3-27=-437,1315=-1866,13.16=1540,12-16=4513,12-17=1192,11-17=-1169,11-18=856,1418=-848,1019=5,10.20=514,S-20=-486,921=170,&21=144,&22=-168, 7-22.184,7-23=-495,&23=546,&24=-863,624=722,526=-866,3-26=1271,1-28=4486 NOTES 1)This Buss has been checked for unbalanced loading conditions 2)Required 24 strongbacks,on edge,spaced at 10.00 on center and fastened to each truss With 316d mus. Strongbacks to be attached to walls at their outer ends or rena med by other insane 3)Except as shown below,special connection(s)required to support concentrated load(s).Desgn of connechon(s)is delegated to the building designer 4)CAUTION,Do not erect truss backwards. 5)All plates are M20 plates unless othelwlse Indicated 6)Bearing atloings)31 considers parallel to gain value using ANSVTPI I-1995 angle to gain formula. Building designer should ven(y capacity of bearing surface. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)Load case(s)1 has been modelled. Building designer must revlew loads to verity Nat they are correct for the Intended use of this truss. 9)Concentrated load from LVL beam by others LOAD CASE(S) 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 Unfiorm Loads(plt) Vert i-2=-103.9,2-3=-103.9,&4=103.9,4-5=-103 9,56=-703.9,6-7=-103 9,74=-103.9,8-9=103 9,9-10=-103.9,10.11=103.9, 11-12--103.9,12-13-103.9,1314=-103.9,27-28=-8.0,2&27=-S 0,25-26=8.0,24-25=-8 0,2324=8.0,22-23=-8 0,21-22---8.0,20.21=4 0, 1920=-8.0,1&19=8.0,17-ie=-8.0,1617=-8.0,1616=-8.0 Concentrated Loads(lb) Verb 28=-1940 f O�� 1 � ��p��,O, aaw/►�'� 4'� 4pNP�' October 22,1996 Job I Truss Russ Type City Ply BURPS RELIABLE Y567694 SECOND 8105 FLOOR 5 1 NASSAU SUFFOLK LUMBER, 40.32 s Jun 91998 MTek Industries,Inc. Tue Oct 2017.34:40 1998 Page 1 1 3-0 i 1-1-0 1.5)(3 11 3x4= 4x4= 3x5= 1.5X311 1.5x311 7X8=3x4=5x5= 3x6 FP= 3x4= 3x4= 3x5= 44= 4x5= 5X5 1.50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 31 32 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 5x6= 5x5= 4x4= 3x4= 3x4= 3x4= 1.5X311 3x10M16FP= 5x5= 46= 1.5X3 11 3x4= 4x4= 4x5= 0 4 0 2510-8 0.4.0 256.8 Plate OffsetsX t:etl e0.30 16'etl e0.1-8 23'6148ed a 24:0.7-8 edgel LOADING(psi) SPACING 1.7.3 CSI DEFL (In) (roc) Wall PLATES GRIP TCLL 500 Plates Increase 100 TO 064 Veit(LL) -0.4522-23 >690 M20 197/190 TCDL 15.0 Lumber Increase 1.00 BC 089 VertjI-) -0,62 22-23 >492 M16 174/126 BOLL 0.0 Rep Stress lncr NO WB 086 Horz(TL) 000 16 Na BCDL 5.0 Code BOCA/ANSI95 (Matra) 1st LC LL Min i/dell=480 Weight 1391b LUMBER BRACING TOP CHORD 4X 2 SYP No TOP CHORD Sheathed or 549 on center purlin spacing, except end vedicals BOT CHORD 4X 2 SYP SS' cepP BOT CHORD Rigid ceiling directly applied or 10.0.0 on center bracing. 1&19 4 X 2 SYP No.2 WEBS 4 X 2 SPF Stud OTHERS 4 X 4 SYP No REACTIONS(Ib/slze) i6=1426/0.38,32=14221038 FORCES(Ib)-First Load Case Only TOP CHORD 1&31=-38,iS31=38,1-2----991,23=98],34=2505,45=-3645,56=-3645,&7=-4435,]-8=-4865,&9=-4865,410=4865,10.11=-46]],11-12--40]1,12-13=3115,tb74=-1783,7415=1, 7.32=-1422 BOT CHORD 28-30=0,2&29=1835,27-28=3161,2&27=4141,2526=4141,2425=4773,2324=4865,22-23=4852,21-22=4468,20.21=4468,1320=3679,1&19=3679,17-18=2538,1&17=1012 WEBS 1416=-1710,1-29=7818,147]=1389,329=-1529,1377=-1361,328=1208,1318=1040,4-28=-1182,12-18=-101],427=8]2,12-20=]06,&27=-866,&2fN11,11-20=-693,11-21=-3, &25=513,11.T-363,7.25=-500,10.22=316,7.24=266,10.n=23,&24=-164,323---44 NOTES 1)This truss has been checked for unbalanced loading conditions 2)Required 2(6 sbangbacks,on edge,spaced at 10.0.0 on center and fastened to each truss with 316d nabs. Strongbacks to be attached to walls at their outer ends or restrained by other means 3)CAUTION,Do not erect truss backwards. 4)Al plates are M20 plates unless otherwise Indicated 5)Easing atfolnt(s)32 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verRy,capacity of bearing surface. 6)This truss has been designed Mh ANSI/TPI 1-1995 ori[erka. LOAD CASE(S) Standard O N. A0,� -f. y � 2 �,� oew'►�'P F� Rp�1pN October 22,1998 Job ruse russ ype y SECOND • B106 FLOOR i 2 Y561695 s un a nus N.S. nc, u c age v 1-10-� a" LOAD IS APPLIED DIRECTLY TO ALL GIRDER PLIES. CONNECTION ARE NOT DESIGNED TO TRANSFER LOAD FROM FACE MY TO TRUSS NOT SYMMETRIC ADJACENT PLIES. DO NOT ERECT THE TRUSS BACKWARDS 7x12 M18- 5x5- 1.5x311 1.5x311 3x4- 3x4= 1.5x311 1.5x311 1.5x3= 7x8= 3x4- 30 FP= 3x4- 3x4- 3x4- 45= 4x4- 4x5- 1.5x3= 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 17 of 3 36 (V 4 FIV 33 330 29 28 27 26 25 223 22 21 20 19 8 7x8- 3x8 11 3x6 II 3x10 M16 FP= 5x6 11 3x6 11 3x6 FP= 30 11 4x6 11 5x6 11 6x6= 3x6 11 3x6 11 3x6 ii 3x6 11 10x12 M18= 3x6 11 &3.8 30.0.0 4341 258 8 - LOADING(psf) SPACING 1-7.3 C51 DEFL (in) (loci I/deft PLATES GRIP TCLL 50.0 Plates Increase 1.00 TO 0.95 Ven(LL)) -0.655 26-2 >553 M20 197/144 TCDL 15.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.9026-27 >395 M18 141/138 BCLL 0.0 Rep Stress Mor NO WB 0.96 HOrz(TL) 0.12 18 n/a M16 174/126 BCDL 5.0 Code BOCAIANS195 (Matrix) 1 st LC LL Min I/deft-480 Weight:422 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 4-9-15 on center purlin spacing, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 4 X 2 SPF Stud*Except* 3.32 4 X 2 SYP No.2,4-31 4 X 2 SYP Not,13-22 4 X 2 SYP Not 10-26 4 X 2 SYP No,2 REACTIONS(Ib/size) 34=6193/0-3-8.18=2350/0-3-8 FORCES(Ib)•First Load Case Only TOP CHORD 34-35=-49,1-35=-49,18-36=-38,17-36=-38,1-2=-2,2-3=-8746,3-4=-13020,4-5=-13020,5.6=-13564,6-7=-13630,7-8=-1 3 6 30,8-9=-13320,9-10=-12643, 10.11=-12643,11-12=-11524,12-13=-10048,13.14=-8086,14-15=-5830,15-16=-3179,16.17=-1 BOT CHORD 33-34=4653,32-33=13020,31.32=13020,30-31=13412,29-30=13684,28-29=13567,27-26=13567,26-27=13058,25-26=12153,24-25=10878,23-24=9174 22.23=9174,21-22=9174,20-21=7048,19-20=4596,18-19=1746 WEBS 3-32=5298,4-31=450,2-34=-7696,2-33=7209,16-18=-2887,16-19=2523,15-19=-2497,15-20=2173,14-20=-2146,14-21=1829,13-21=-1855,13-22=29, 13-24=1489,12-24=.1462.12-25=1137,11-25=-I 108,11-26=836,10-26=-47,5-31=-668,5.30268,6-30=-212,6-29=-96,8-29=111,8-27=-435,9-27=461, 9-26=-740,3-33=-7287 NOTES 1)Trusses to be fastened together to act as a single unit. All loads to be distributed equally over the 2 plies. 2 This truss has been checked for unbalanced loading conditions. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on center and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Except as shown below,special connection(s)required to support concentrated load(s).Design of connection(s)is delegated to the building designer. 5)All plates are M20 plates unless otherwise indicated. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)Load case(s)1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. ��, OF LOAD CASE S) bb N. g p 1)Floor:Lum er Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) --� Vert:1.2=-103.9,2-3=-103.9,3-4-•103.9,4-5=-103.9,5-6=-103.9,6-7=-103.9,7-8=-103.9,8-9=-103.9,9-10=-103.9, 10-11=-103.9,11-12=-103.9,12-13=-103.9,13-14<-103.9,14-15=-103.9,15-16=-103.9,16.17=-103.9,33-34=-8.0, 32-33=-8.0,31-32=-8.0,30-31=-8.0,29.30=•8,0,28-29=-8.0,27-28=-8.0,26-27=-8.0,25-26=-8.0,24-25=-8.0, 23-24=-8.0,22-23=-8.0,21-22=-8,0,20-21=-8.0,19-20=-8.0,18-19=-8.0 Concentrated Loads(lb) , Vert:32=-5226 06 PQ ' FL'5�1� October 22,1998 ' Job= Truss Truss Type City Ply BURTS RELIABLE Y561696 SECOND - 8108 FLOOR I 1 NASSAU SUFFOLK LUMBER, 4.0-32 s Jun 91998 MiTek industries,Inc. Tue Oct 201]:34491998 Pagel 1-4-0 5x5= 6x6= 2 3x4— 3x4= 5 6 41.5X311 3 0-4-01 1-10-0 1AT-2-2-0 0-4.0 1.6-0 0-4-0 Plate Offsets X 1:Pt-02 ed e LOADING(psO SPACING 1-7-3 CSI DEFL (In) (loc) Vdefl PLATES GRIP TOLL 50.0 Plates Increase 100 TC 0.09 Vet(LL) We - we M20 197/190 TCDL 150 Lumber Increase 1.00 BC 0.01 Vet(TL) -0.00 4 >999 BCLL 0.0 Rep Stress lncr NO WE 001 HorzCTL) -000 2 Na BCDL 5.0 Code BOCA/ANSI95 (MatrN) 1st LC LL MIn Vdefl=480 Weight/91b LUMBER BRACING TOP CHORD 4 X 2 SYP No 2 TOP CHORD Sheathed BOT CHORD 4 X 2 SYP No.2 BOTCHORD Rigid ceding directly applied or 140.0 on center bracmg WEBS 4X2SPFStud OTHERS 4 X 4 SYP No.2 REACTIONS(Ib/slze) 1=88/0.38,2=88/038 FORCES(lb)-First Load Case Only TOP CHORD 1-2=-0 BOTCHORD 34=0 WEBS 4-5-6,1-5=6,M6 6,2.6=6,1-3=0 NOTES 1)This truss has been chocked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 100-0 on center and fastened to each truss w h 3 Iikl nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 3)All plates are M20 plates unless otherwise Indicated. 4)Gap between Inside of top chord burning and first diagonal orvertical web shall not exceed 0500m. 5)Sterling 2tfolnt(s)1,2considers parallel to grain value using ANSVTPI 1-1995 angle to gram formula. Building designer should verity capacity of learn,surface. 6)This truss has been designed with ANSIRPI 1-1995 entails. LOAD CASES) Standard CW dst ,tib N' fes. 2 1 October 22,1998 Job Truss Truss Type City ty Ply BUNTS RELI Y561697 SECOND 8109 FLOOR 1 1 NASSAU SUFFOLK LUMBER, 4.0-32a Jun 9 Was MiiIek wasuames,Inc Tue Oct 2017:34:521998 Pagel 13-5-D j 1.5X3 11 3x4 I I 1.5X3 11 1.5x3 11 1.5X3 11 1.5x3 11 1.5x3 11 1.5X3 11 1.5x3 11 1.5x3 11 1.5X3 11 3x4 I I 1 2 3 4 5 6 7 8 9 10 11 12 o 3x4 II 1.5X3 II 1.5x3 11 1.5x3 II 1.5X3 11 1.5X3 II 1.5X3 II 1.5X3 II 1.5X3 II 1.5X3 11 3x4 II 1.5X3 11 13-17-0 13-11-0 Plata Off.ets % : 1:ed e01-8 24:ed e01-8 LOADING(pso SPACING 2-00 FCSI DFL (in) (loc) Vasil PLATES GRIP TOLL 50.0 Plates Increase 1.00 TO 0.12 Vert(LL) V. - n/a M20 197/190 TCDL 15.0 Lumber Increase 7.00 BC 0.02 Vert(TL) We - n/a BOLL 00 Rep SVess lntt NO WB 0.05 Horz(fL) 0.00 n/a BCDL 5.0 Code BOCA/ANSI95 (M.mx) 1st LC LL Min Vdefl=480 Weight 691b 777 LUMBER BRACING TOPCHORD 4X2SYPNo.2 TOPCHORD Sheathed cr&0.0 on center pudin spacing, exceptendvedloels BOTCHORD 4 X 2 SVP No.2 BOT CHORD Rgitl ceiling already applied or&0.0 on center bracing. WEBS 4X2SPFSlud OTHERS 4 X 2 SPF Stud REACTIONS(Ib/size) 24=]3/1377-0,13=18/1317-0,23=190/1377-0,22=186/1311-0,27=787/1311-0,20=78]11311-0,t9=787/7311-0,18=187/1317-0,1]=187/1311-0,16=185/1311-0, 15=195/1311-0,14=133/1311-0 Max Harz 24=4(load case 1),13=-4(load case 1) FORCES(Ib)-First Load Case Only TOPCHORD 1-24=-68,12-13=-10,1-2=-4,2-3=-4,34=-4,4-5=-4,5-6=-4,&7=-4,7-8=-4,&9=-4,9-10=-4,10-11=-4,11-1Y-4 BOT CHORD 2324=0,22-23=0,27-22=0,2S-V ,732(t=0,7&19=0,17-18=0,1&17=0,1616=0,14-15=0,1314=0 WEBS 2-23=-176,322=-173,4-21=-173,&20=-173,6-19=-173,7-18--173,&17=-174,316=-172,10-15=-181,11-14=-130 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)Recommend 2x6 strongbacks,on edge,spaced at 10.00 on center and fastened to each truss wdh 316E nails. Strongbacks to be attached to Walls at their outer ends or restrained by other means 3)All plates are M20 plates unless otherwise Indicated. 4)Gable requires continuous bottom chord beading. 5)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 6)Gable studs spaced at 11.40 on center. ]) For studs exposed to wind,see MRek'Stxndard Gable End Detail' 8)This truss has been designed with ANSI/TPI 1-1995 crderia LOAD CASES) Standard OF " 9 r°0 z �'SSIDNP� October 22,1998 ' Job"' IT... Truss Type Qty Ply BURPS RELIABLE Y561687 ROOF• 8200 ROOF TRUSS 2 i NASSAU SUFFOLK LUMBER, 4032 s Jun 91998 MTek Industries,Inc Tue Oct 20 17.34.00 1998 Page 1 -rP 7-6-13 150-0 22-53 30.0.0 gi-010 1-0-0 7-6-13 7-5-3 7-53 7-6-13 140 4x4= 10 7.00 F12 g 1112 8 3 7 0 2 13 g L145 15 4 16 g 717 012 1��0 o 3x4= 36 35 34 33 32 3130 29 28 2726 25 24 23 22 21 20 3x4= 2x4112x4112x4112x4112x4112x4112x4112x411 4x6= 2x4112x4112x4112x411 2x411 2x4112x411 2x411 10-0-9 1 19-11-7 1 30-0-0---- 10-0-9 9-10-15 10-09 LOADING(pst) SPACING 2-0.0 CSI DEFL (m) (loc) Vdetl PLATES GRIP TCLL 300 Plates Increase 1.15 TO 0.11 Vert(LL) Na - 1. M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 003 Vert(1-) 000 19 *99 BCL- 00 Rep Stress lncr YES WB 0.12 Horz(TL) 000 n/a SCOL 10.0 Code BOCNANS195 (Mat.) tat LC LL Mm"of Weight 2121b LUMBER BRACING TOP CHORD 2X4 SYP No.2 TOP CHORD Sheathed or6-0-0 on center purlin spacing BOT CHORD 2 X 6 SYP NA2 BOTCHORD Rigid ceiling directly applied or 60-0 on center bracing WEBS 2X4SPFStud OTHERS 2X4SPFStud REACTIONS(Ib/size) D286/30.0.0,25=15/3060,20=157/30.00,21=207/30,0-0,22--19MO3 0,23=202/30-00,24=195/30.0.0,26=121/3000,28=37/30.0.0,36=157/30-0.0,35=207/30.0.0, 34=19M0-C-0,33=200/3000,32=204/30.0.0,31=133/30.00,29=38/30.0.0,18=286/30.00,30=154/30.0.0 Max Harz 2=357(load Case 3),18=-357(lood case 2),30=1(load case 4) Max Uplrt 2=-16(load use 2),20=-93(load case 2),21=-98(load case 2),22=-88(Ioad case 4),23=89(load Case 2),24=-98(load case 4),26=46(load case 4),36=-93(load case 3),35=98(load case$),34=-87(load case 4),33=-90(load case 3),32=-94(load case 4),31=70(lcad case 4),18=16(load case 3),30=-49(load case 3) - Max Gmv,20=163(load case 6),21=207(load case 6),22=198(load case 1),23=202(load case 1),24=196(load case 6),26=123(Ioad case 6),28=38(load Case 6),36=163(load case 5), 35=207(load case 5),34=198(load case 1),33=200(ioad case 1),32=204(load case 5),31=136(load case 5),29=39(Ioad case 5),18=286(load Case 1),30=154(load case 1) FORCES(to).First Load Case Only TOP CHORD 1-2=32,2-3=-093,&4=-180,4-5=187,66=-187,&7=-161,7-8=-182,&9=-752,010=192,10.11=192,11-12=152,12-13=d82,1314=-181,14-15=-187,1116=181,iFt]=-180,1]-18=-193 &19=32 BOT CHORD 2-36=0,3&36=0,34-35=0,33.34=0,32-33=0,31-32=0,3031=0,2030=0,28-29=0,27-28=0,2627=0,2626=0,2425=0,2624=0,22-23=0,21-22=0,2021=0,18-20=0 WEBS 17.20=-136,1&21=-162,15.22=-180,14-23=-160,13-24=162,12-26=-100,2&37=-f,3-36=-136,4-35=-162,634=-160,6-33=-160,7-32=162,&31=100,29-38=-1,30-39=146,39-vg=-147, 040=-141,27-41=146,41-42=447,11-42=-141,4043=6,42-43=6,3&39=-2,$7-38=-2,37.41=.2,10.43=-12 NOTES 1)This truss has been checked for unbalanced loading condition 2)All plates are M20 plates unless otherwise Indicated, 3)All plates are 1.5x4 M2D unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-00 on center 6) For studs exposed to wind,see Mrrek'Standard Gable End Detail' 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1616 uplift at Joint 2,931b uplift at joint 20,98 Ib uplift at Joint 21,8816 uplift at joint 22,89 It,uplift at Joint 23,9816 uplift at joint 24,7616 upilt at joint 26,931b uplift at joint 36,98 lb uplift at joint 35,87 lb uplift at joint 34,90 Ib upi t at joint 33,94 Ib upir t at joint 32,70 a uplift at joint 31,1616 uplirt at joint 18,49 Ib uplift at joint 30 and 4616 uplM at joint 27 8)This truss has been designed with ANSLTPI 1-1995 crfteria LOAD CASE($) Standard C 06Wy'� !F October 22,1998 ' Jay Truss Truss Type Ory Ply BURPS RELIABLE Y561688 ROOF^ - 8201 FINK 14 1 NASSAU SUFFOLK LUMBER, 4.0.326 Jun 91998 MTek Industries,Inc Tue Oct 201]:34.031998 Page 6p 7-8-8 ( 15-0-0 1 22-3-8 1 30-0-0 $1-0-0 1-0-0 7-8-8 7-3-8 73-8 7-8-8 1-0-0 5x6= 4 7.00 12 1.5x4\\ 1.5x4 i 3 5 Oil 0 X1 2 671, d d 4x6= 10 9 8 46= 3x4= 46 3X4 10-1-11 19-10-5 i 30-0-0 10-1-11 9-8-10 10-1-11 Plate Offsets(&)o2.0.0-00.65 6'0.0.0 P0.5 LOADING(psf) SPACING 2-0.0 CSI DEFL (in) (locj /tlefi PIATES GRIP TOLL $0.0 Plates Increase 7.15 TO 0.86 Vert(LL) -0.10 &8 >999 Mn 197/190 TOOL 10.0 Lumber Increase 1.15 BC 056 Vert(TL) -021 &8 >999 BOLL 0.0 Rep Stress lncr VES WB 0.57 HorzQL) 0.04 6 nea BCDL 100 Code BOCAJANSI95 (Matra) 1st LC LL Mm/defI=240 Weght 1591b LUMBER BRACING TOP CHORD 2X 4 SVP No 2 TOP CHORD Sheathed or 2-&8 on center purlin spacing BOTCHORD 2 X 6 SYP No 2 BOTCHORO Rigid catling directly applied or&0.0 on center bracing WEBS 2X4SPFStud REACTIONS(Ib/size) 2=7577/0.2-8,6=1577/0.3-8 Max Harz 2--229(load case 2) Max Uplift2=-502(load case 4),6=-502(load casual) FORCES(Ib)-Fust Load Case Only TOP CHORD 1-2--32,2-3=-2331,34=-2037,4-5=-2037,M6 2331,S-7=32 BOT CHORD 2-10=7858,370=1269,&9=1269,6-8=7858 WEBS 310=-479,410=752,48=752,5.8=-479 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 Rabove ground level,using 5.0 par top chord dead load and 5.0 pelf bottom chord dead load,0 ml from hurricane aceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 R by 24Itwith exposure C ASCE 7-93 per SOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind The lumber DOL Increase is 1.15,and the plate gap Increase Is 1.15 3)All plates are M20 plates unless othrWive indicated. 4)Provide mechanical connectlon(by others)of truss to beating plate capable of withstanding$02 0 uplift at Joint 2 and 5021b uplift atjolnt 6 5)This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard OF^^rr Z October 22,1998 PLANNING BOARD MEMBERS gOFF0J t Town Hall, 53095 Main Road BENNETT ORLOWSKI,JR. G h`Z y P.O, Box 1179 Chairman c < Southold,New York 11971 WILLIAM J.CREMERS y Z Fax(516) 765-3136 KENNETH L.EDWARDS tp Telephone(516) 765-1938 GEORGE RITCHIE LATHAM,JR. 0 RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 15, 1998 � �_-•---C ' ��yy��pp .kL.� 11ca John Romanelli '``''` Y wNoF s utH Burt's Reliable, Inc. P.O. Box 696 Southold, NY 11971 Re: Proposed site plan for Burt's Reliable, Inc. SCTM# 1000-60-1-6 Dear Mr. Romanelli: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, September 14, 1998: The final public hearing, which was held at 7:30 p.m. was closed. WHEREAS, Burt's Reliable, Inc. is the owner of the property known and designated as SCTM# 1000 60-1-6, located on Young's Ave. in Southold; and WHEREAS, a formal application for the approval of this site plan was submitted on April 24, 1998; and WHEREAS, this site plan was certified by Building Inspector Gary Fish, on August 27, 1998; and WHEREAS, this approval is for the construction of a 900 square foot addition to an existing office; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met, be it therefore RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final surveys dated August 6, 1998, subject to a one Page 2 Proposed site plan for Burt's Reliable, Inc. September 15, 1998 year review from date of building permit. Enclosed please find 2 copies of the approved site plan; one for your records and one to be submitted to the Building Department when you apply for your building permit. Please contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman enc. cc: Building Dept. 0 0 -- Young & Young, Land Surveyors \ / 400 Ostrander Avenue, Riverhead, New York 11901 516-727-2303 Alden W. Young, RE & L.S. (1908-1994) Howard W. Young, Land Surveyor IIlIlt \ Land Surveyor Thonwer C. Wolpert, ProfessionalEngineer Kenneth F. A6ruzzo, y / Jahn Schnu'rr, Land Surveyor ,1...is, r ( ED,!...6.9 CC {OmeeGt\On pe� e�...vlog nQW r\\0 „FoU defy C R. en / {QFmerry K / a� oe a<fi Of {ocmeF y � / �0�& Macy \"t Ebbltts / �a 1 $Rg6 N Robec 22 § / {O(me\\y / / s NOa°w RM 8923,0 U) / �f 2t3 p2 01. O cy� 0.0W Of NEOGEB 0 / G WIRE fn Z FENCE 0) N ,40 O /0. �{Ofro eF a sem'r)0\1OF Rose M\(\ E ZF5' 9,'3230 4 cE ON ON / � &r, MOFy Puce\\ ParvE} NEo ofiner Ag.5640 \0°34'00 'S. \ 33A $0 \a+' LOCATION MAPS a"o U1 SCALE1" = 6DO' pt0 3 �= 0 ° cn G�, E N �, •\ e�sa3 EgVq Q1 403 BU\lD1NG r\ �L SER OR CODC 1 SjORYSN�C/5 F6g5 SF G � � N+ N. qg REZ p\\.I, 200 g0pp 5 SF \\ ' ``\V` WpREN°USE ' 223,-/4 N ^�`` /n/µ WPREH FENCE I^ E / MEQ �F _ OPOSCo N� �fLHPN Of t°NG PSPHAUSI 9 // p6PHP`} 988 465 Fpr, „\ ° "'GEE .n SPU} 0.P„` \ T, f/�! O \ \ L� \ G \ F / N GSE PNp 5E SOO) �5p0a°+1- F p�E F.UOUSE r� -'0 Tn / fENGE pN PU U; m � GOY POLE \ / I / / / / 5}0cKP0E O /\ 0 O 2 P,E G 3 p O \ / / '4553r 5e MON p?3 E ;Egg o o of mLO er\y eGS o °o Lo 0 c gra COi < Go\dSmtNorWOCa G o \ meC\y cn U1 {O IJ O O. I+m o: \VA a $$ \O ct 9,1fi,o o?' \ \ / N\K fENGE \ m gg / t ,6e 0f 40 / a �3 / }arcKs / 3 355 &€a / SURVEY FOR: / / AGWAY, INC. S X50 W s / 9G 31 }apcK P�� / � At: SOUTHOLD Town of: SOUTHOLD / aP NOPO Suffolk County, New York ° Suff. Co. Tax Map: 1000 060 01 005 District s.°u°o amen L°t SITE PLAN LOT COVERAGE TOTAL AREA = 184420 S.F. OR 4.2337 ACRES [A7Wi PROPOSED STRUCTURES = 1500 SF. OR 0.8%EXISTING STRUCTURES = 12750 S.F. OR 6.99TOTAL AREA OF STRUCTURES = 14250 S F. OR 7.79 'k 5 997 1aa e F m =9k SOUillill J BOARD AIIPPI'd''6 BOARD r PARKING CRITERIA Fps RETAIL 4685 S.F. - 200 = 23.4 STALLS OFFICE 200 S.F. + 100 = 20 STALLS WAREHOUSE 7831 S.F. + 1000 = 7 8 STALLS NOTES: GREENHOUSE 1. ■ = MONUMENT FOUND 1500 S.F + 200 = 7.5 STALLS 2, AL = IRON RAIL ROAD MONUMENT FOUND 3. O = IRON PIPE FOUND TOTAL REQUIRED STALLS = 40.7 DATE ; AUG. B, 1997 4 AREA OF PROPERTY = 4.2337 ACRES TOTAL PROVIDED = 41 SCALE :1" = 20' 5. ZONING USE DISTRICT - 'LI' LIGHT INDUSTRIAL JOB NO. :97 - 0323 (NOTE' EXISTING PARKING STALLS SHEET NO. :1 OFT SHOWN HEREON ARE NOT PAINTED) OO .p "970323.DWG" i 277,,88 558 ' Deed` ° ' HUMMEL AVE. � ( 1 eev �rM rl I� aF ze_a N. 71'26'00' E. lIE - 3 ALp.B F1OPEI,IY 'rsO' isS 9TOtlG0E FEMT ALp.6/RCYf11TY lM �' � T � - 5 �� Y�li— — _ ws epic �� 2.9 8 9 3 4N AK o a AREA = 38,459 sq. It. N G caHc ', OFFICE BUILDING ' AD-0 1 ION m c GARAGE pi Lot coverage = 221 Landscape = 2 0 M mac 3¢0' ZONING DISTRICT _ L.I. FIRE DISTRICT - SOUTHOLD h h IF PB, Tc J 39 2 SCHOOL DISTRICT -- SOUTHOLD , KEY MAP s /a 2Ts e 2 -�PARKING LOT PARK/NG SCHEDULE � I7 / U ��' �� � mm — 3 ¢ J OFFICE =I l I Stalls yym° 27 " __ - - \ 3 W STORAGE 8 EMPLOYEES 6 d TOIGI 17 J � e s ° n e 3 " DRAWAGE CRITERIA � ro� over fa- � P sa /,1/ eq 'a , BUILDING 2640 s lerzB_ _ __ —__ - ------__-- . 15 Q` "` PLAN OF PROPERTY Q ------ ¢cvAnns WEowm�eaa - Pte i 2640 .l > O.17 449 ca. n. AT SOUTHOLD \\ f 0 PARKING -23,123 s . It. = I Q 23/23 . 0.5 . 0.17 = 1965 Cu. /t. TOWN OF SOUTHOLD PROPOSED ADDITION = 900 sq. It. SUFFOLK COUNTY 1 N. Y. o Z ` 900 = l 0.17 = 153 cu. ft. 1000 - 60 - 01 - (IQ I I a a ~ J = ID SCALE Y' = 20' " ' l OTHER 4595 Sq. It. AM8X AW ' e v 3 cYM'c PAM s !L}FCWrs / 4595 0.3 >< 0.17 7 234 cu. llt. 3 o g o 0 5 6 7 23 -La 21 20 /9 11-7 /(, 25 o Vp ala 66 VF 122 = 5.5 Via 8 8O2' deep / Avr,l 2s, 1998(�e✓,stuns) 3 tae / ti GKS . N il,¢r,ve r' VP hNc/ e5 PP h p var L 4 m _ — °— — 3r. ir�ar P.�EOF NE4yT Z 2 N — sraarAaE rvNx u.ww Iwpo,rr uE . 25788' aF ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION S� odN T. Mpr��FU,�'ir 3� OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW a S. 7l'26'00' W 30 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICAr IQNS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 4 LONG ISLAND RAEROAD ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY' Y.S. LIC. NO. 496/8 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPYOF ` 'BROOGHTETO PATSURE PARE NOIS T IN COMPLIANCE ER14S SUCH WITH'INSPECTED' THE LAW• AND TONANOR LINES ARE ASSUMED DATUMFERENCED f516 $ P.C. P. 0. BO 9 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 eounn vows --- sLrx;e. Vtwr GENERAL NOTES --'�- A15ftV 2av tz S(iEW4LlcsZX4 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 9. DESIGN CONSULTAN S OR RECORD ARCHITECT-ENGINEER ARE E _- alb f,D< ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING NOT RESPONSIBLE FOH THE INSPECTION, SUPERVISION, OR � Cr•7 IS PAA DU !L CODE, AND THE NEW YORK STATE ENERGY CONSERVATION ADMINISTRATION OF THIS CONSTRUCTION PROJECT. lxT GPA E ISL rvaGn y - lf✓''puyµeco_, - 3/4" pGywKr7n ,q�.m IN CA boo CODE,AND LOCAL AUTHORITIES. 10. THIS___ ff�ooc4lf eosin 6PL. 2. AGGREGATE WITH AMINIMUM - BDOGuuc _ _....____ v _-_ _� 28 DAY STRENGTH OF 3000 PSI CONSTRUCTIONDRAWING IS AN SHALL NOT BE INSTRUMENT PREPARED TO FACILITATE °p4 \� � '�N0'"N �" p- ,- -- � CONTRACT BETWEEN ENDBUILDER AND OWNER, CONSTRUED AS A CLW LL/tR ve-5 __-- ___--- 3. ALL LUMBER SHALL BE OF STRUCTURAL GRADE #2 OR BETTER, 11. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL c uv \� ' 1TY F'b) DOUGLAS FIR-LARCH. BE DESIGNED AND BUILT IN ACCORDANCE .KITH THE SUFFOLK vF�RFJo r - --- { i " COUNTY DEPARTMENT OF HEALTH. II 21r8 u w ATS \ °� �m IT P r� t E 1,700000 rs i'� _ / Jols Ef4�Op 12. THIS STRUCTURE HAS BEEN DESIGNED A ACCORDANCE WITH r - 4. PROVIDE DOUBLE HEADERS AND TRIMMER6 AT ALL STAIR AND Y,, h- THE NEW YORK STATE ENERGY CONSERVATION CODE E3D INSuv � FLOOROPENINGS, POSTS AND PARALLEL PARTITIONS. 13. IT IS SUGGESTED THAT A CONSTRUCTION BUDGET _ S. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. CONTINGENCY OF FIVE (5) PERCENT BE ALLOTTED TO ACCOUNT 7vP_OP PLIiTE �_ii'� _t, .� ,Y � 'iL I _ '�i �1�. f � '�lC - f :Or , P- .le U:(' - - — - �I . . �0 T r-ov T l SPACING NOT TO EXCEED 8 0 FT. SpFFir v,Zvr { y I E FOR INEVITABLE ERRORS AND OMISSIONS. "`- 1 8. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY 14. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED ETC$.CCA MA'(E CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND AND SPECIFIED BY OTHERS. ORDERING OF MATERIALS, THIS FOUNDATION HAS BEEN Aructtwt 6aWr DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2) TSF AND 15. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE COAT OG. GRADES LESS THAN S%. CONTRACTOR SHALL VERIFY THAT EPDXY PAINT. ALL FASTENERS TO BE ASTM A-325 BOLTS, 3/4" �I - / THESE CONDITIONS ARE MET. A IN SVL� _ __ _- ' _ 4 KEEdR(CINT1Nu•y S�TylptCpL- E ALL FILL BENEATH CONCRETE DIAMETER, d0L-J— r �'--=--I-- - I SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. 7/5 PLy WI 1/I 2XAWC4 W - 16, CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE -S a 4= o"o L 7 BYLD HEADERS UPRIGHTS 9.0 Fr AND OVER OVER R PLE SUPPORTED NECESSARY TO PROTECT THE ENGINEERANDOWNER. O UPRIGHTS. -I•VP PP$JB pL psl� __ - - ,. �� ALL HEADERS TO BE MINIMUM OF 2-2x8 OR AS SHOWN ON �O NOT BACKFILL AGAINST FOUNDATIONALS UNTIL FLOOR OOR - .. DRAWING. ^TEM INSTALLATION IS COMPLETE, --rvp or PcATre, - -- !FOr8 DD NOT SCALE DRAWINGS.UN ' 91DYWALL- �G�I -' wCb JorS - - 0 1 ' _ 2�42Ib IWIL t _ - -- - - -- - - - - - - -- - - -- ' _ �v�a£SuBFr,00F - --� �-------- --- - --- -- - ---- ----- -- ----- - �.-zcl S r IryG �-- - ; Y r -- - --- /4 -TyS JaLsTt " f&".- #4 RFI{��G' L7�_FR QSEb giro ,1 '• • , _ 12";Dc_yF.p7T1FhL. /L�r-.>=wuE _ -- -L-'----._ GT1 �tJ PLUMBER CERTIFICATION +aEa s ' INTtexlsr _uoaaror - - - - - j-y p^ ON LEAD CONTENT BEFORE If C-71jeI Ee¢ .y.` CERTIFICATE OF OCCUPANCY PW UpNQ V =.Czy arc q � ALLFlJIMEINONMQIB for warardisaNNRlnp�ystsm pipinp�hell - 12 Zrlu zocr SOLDER USED/NW47ER �MMQENLINEINEED M „ SUPPLYSYSTEMCANNOT TESTING BEFORECOVEBING atlTpiIIon '� i1 g W4) p°° "G &1,°° EXCEED 2110 OF I%LEAD. � N WALL B�tir�ju� i (F ' Vldy� 5/DING �; j � �;I� ( . GIG,I If f r i� pl / �Qv 2-G"c2�G/ 1-o t%kp r--- _ --oveg,rfvcx ON2KBw,J!/ -_ - - 17 Gpuc, ppyy o„ �_M4 r Lu R � EacttwgycTrp) O LNSVL ���` � v�u. srvb5 I � _ � " C�� :�aL,�. Go,✓c S�Ar3 AB?u�c � q , �--r �`--�. 61 'DGC F) VI ZYiFI Ty rG. 9 1 LGAM Lv1. _ yv .IGIy" BqP PrD 4 �Y --- -�---�- }-- --�-- - I ioTER1aIZ 'r _GRNFEREA)GE: R�o'f4� -�- I-- 1Ja. X Yd V .� - -, 1 - - - --- -I V. � f3o l ,' ,,. R-15 _ =o ,- PL` 0' SVBFLppe TVP os vJp wF3 �reu5 'rs7s 5A-IIT JOT - - -- -- TUf•F F ATE — OCCUPANCY OR �, „ �. Sin ��--- I -_ USE IS UNLAWFUL . =� 1,0 W'IK WITHOUT CERTIFICATE, OF OCCUPANCY F �L _ �1c�nu 6Y.acR SI, S. n CEfl11F1CATE — - — — �4- pLy -, Fl or — tw,00R o < Dam a 1 6N of o I' t'G a FIE a p IDS J<. s f p FOLLOWIIN� cN P I cYcrNl 4. W1jERPKopFINO _ _ I 1- /pUN�MIfIM • /�` f i=o„ l3wl.o --. � - jJ _ C.OADR-CTAP•) 2 MU 3. ING1011GIN IIINETI� L 4. FINAL . CCONVAUCNON MUST 1 �/ BE COMPLETE FON CA ALL CONSTRUCTION SNI LL MEET THE REQUIREMENTS OF THE N.Y. � A STATE CONSTRUCTION S ENERGYl —14-ik$0 --ajI CODES. NOT RESPONSIBLE FCR � � co JZfL;L_ { DESIGN OR C ERRORS 1� riP ) _._ Ir-Ca111,1 DA'i"'10 IJ P t-A N CA� y 'J/4”si'---?s -� _ SE ION 7209, FOR ANY PERSON,I NLE55 AG G LTING ENGINEERS. CC AMC 4.�1el PLANS RE PREPARED E rw Yo iAND TE ED LAW ARTICLE 145. <� SIN SC haT T j ui ZZ i�b 1 15 `1�NCa S AvENU IT SIS VIOLATION OF THE NEW N, STATE E �'/1, r - - -- - - -- , - T TIN NDER THE DIRECTION OFApA _ OR'15 AL ED, THE A LAND SURVEYOR TO ENSED PROFESSIONAL'ENGINEE ;ARCHITEG , O P- ALTER AN ITEM IN ANY WAY. IF AN I M B NG THE SEAL OF AN ENGINEERARCHITECT. OR OR LAND SURVEY � LTERING ENGINEER, ARCHITECT, OR LAND SURVEYOR SHALL AFFIX TO'.THE ITEM HIS/HER SIGNATURE Y f AND THE DATE OF SUCH ALTERATIONS,AND A SPECIFIC DESCRIPTION OF THE d` - ' ALTERATION. Aq 022334 { .l ?E` II I I A - - - 29 r 10 �J� ¢u r n f'<ODI TI OnI ----- � - - -- = --------------- 15 - 7 + 1 OL b V k r n i I NN —�----- -- F- — - _ ,n 1-7 DWN 7.5° - 7.9' W o' (o gyp - � - - ([•p - - 6100 p I�I/,LI/ f� f �l w�V4�No5W4$ ^ Ul I 317 1G� O� T I / _ �r 7RCfi __ I I _ r n ', n � u -iO �_ - a 3'i _ kn -- D21�ERS-- 2�AK RGnM �f McIJ �O O WOMEN STO2gGE OFFICE- N., Z _ m Tp� h � OISP L.A� N W i h ` ( - - p • y ! 1, n a 90 2q'-6" a - — ---- —H--� — E._ ---- - - - _ - . ---- I 3� � I r 3qL -- - - -y DISPIA :' b MgAII1C, OP lal: ©FPICa✓, No,1_ T O/JA IEA WAiTlNf� 3 z it � I - --j to N _ _ N --Z-2xJp _-,"��1L'T4rMff/y4l.fjrl LVL 2-2x�o 8-4� 4 f if �INclL- N QO ..• 4xCe16"mac 1 .c/j elc'bc- �� R21c0 ' 30- 0 -_ ADDITIOOJ - - - - - - -- - - - - - ---- QR'57- rFLcx.�lz PLgt\I �aSD °Rc INS1-755'C,y� � �t9Jt�Tlr.lU 'ENGINE .TUNE 22 998 - - - - - r (BAR ITU�1CgN w 7 �� 195 ' 1 1urHo�uN NFw U�n«� � f y K' I 0 239 {0 5r - 54 - - TSS Fl- Pole- P( N A 30_0 _ � I EXI.STItif6 R106E I _ .L. _ .• O .F ZYIo RIGWL N � � '� 2x10 R'n4 �r I ^rq1 e l ° efb y 2 - XPl�bra 19 91 � =�.n 2eEr uoc 12 , g - ---- .5! 2x8 FI(v"ic cJ H X01, 0 • 5u1?-75 1z�L, 0 G aEo •qc CRGtJ I N _ANIS GC�fJV�PN � - - ---- --- yF'�JINSCyhr — _ ._ ...__._.__ ._ - .OVNE. 'Z2 °� P> 1515 4qo S tV�:NVPa E� y n C�%f 1S Tlnl(aaIN =YZS_ �-- e _SovTHal- Nw\ia12 MW r MH�i'T�cic, rJ�ul21c �f°�52 --- SECorJVj F I2 P H -- 1 �rFo�2r3i&q+' {o ca (/ - 73' ¢- ,.) 250 - -- - ' 1 - - -- - 3 � ¢ 121 i 1 TV)7444 - - ^ � 244& fz s RAGE IMN'M(h1<2IaQ1€C�kAANAUL,0✓NK%131 kS'-,'q'✓2NINCn CORK 10PP- S, PKT9Y1Ulf wiZc rZ619P --_-_ - 11 Ul `0! 94 -- --- - ---- •: . � .� . . . . � � .. .� � � FWN 31 8'OAIZ - -- f R,�roIG `ST ` - - - 12 aim so . - - - ._ _ - - - - -- - - UL b c A - _ FASCrqs OF r- -- � - � -- - - - - - - -- ALVEI cCAn wr1NO° _ _ _ � --� - --- - _ .. -- •-- - -- - -- - ----- _ . - - - - - - - - -- FP - = T .•-� __ ___ - -- - - -- � -- - - - --- Awrl . - nW 6 -. I__ _ ___ -- A+JZI - - - z _ --t,?t4+10, --- 7w 244112- ?- - - -- - - _T-I - - - -�,- _ -- -- - --- - --_ - . .. :. - - - - - - - - _ �A T VA C�'1'H E-t.E VA T I OhJ , — --- ------ A�a''.oApe � - JUNES f99$ I� T- 1 y� I Q r .�V IN SCy hi t^ -�F-�IV�tJ -AN✓�' CO(JpCYI� r --- �� I� h�l.. �>A dj L, 515 Yours AvC n�v� Q 1755 SIGSPw'� C]Izp_ctlA-o ---- c -= .�UUT+l ol.pl NEw yOtZK- �r oz2 f3� -4° MRSI(0 - - -- 7?--5 1t952 L�-VA llQ05 .:. _ --------- __- - i 'I ' I i pif I Y�- Val u � (t t a�� j Ii o vjhwuu�L CDx FLYbicoD j + ( P�2,QA ' c P�6�laN eilQstu j WON CWt�4W I� J g�n�r %4 = 1'0 ' j; c��z(- ZYKI K 1 Pi eaT 1 I l k ru64J OF NEW y 10 f5 x)CU Q r-> VI C-1J 400 &/)0 UT N OLD I 0&/jDU71-IOLD.l wFW ''�ppk r FOA N0. 0525% 42� Ho&X*r RD L30UTHOLt7 �J`( 119T 11-17-(a'J I -county vov 9406F `7F`iJj I GENERAL NOTES ` - A5;MT- bLoaF SmNcff rG / 2X4 N.'L6°(�c 1 ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 9. DESIGN CONSULTAIv FOR RECORD ARCHITECT-ENGINEER ARE ( 1$ PF-�-T UVEK ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING NOT RESPONSIBLE FOH THE INSPECTION, SUPERVISION, OR ITy�/ T1G'PAL�E P< y w`vG 1fy'pLyµlpp� I, /.{ � pLy w47n CODE, AND THE NEW YORK STATE ENERGY CONSERVATION ADMINISTRATION OF THIS CONSTRUCTION PROJECT. \ d� SH&/ITNjwa -5 aFL K CODE,AND LOCAL AUTHORITIES 12 10 THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A y' 7 Strowm rotryn 7 28 DAY STRENGTH OF 3000 PSI CONTRACT BETWEEN BUILDER AND OWNER. 12ec6 (A1.7E Etl) 3. ALL LUMBER SHALL BE OP STRUCTURAL GRADE N2 OR BETTER, 11 SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL DOUGLAS FIR- LARCH. r I[[q LATC BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. _ A I G q) ;_�� '� �� 117le, TJ( Fb - $75 PSI / �3U 5u6 / �l/i^ / I F' JOI S7$ �i60G E- 1,700,000 PSI 12 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH N 4 IR `- PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND THE NEW YORK STATE ENERGY CONSERVATION CODE �� _ L I� , I QRav IP2 ca.T• - ' I__ I 13 IT IS SUGGESTED THAT A CONSTRUCTION BUDGET -}-p--rr�-c-�, Y__ T _ (I t•' l I 1 _ FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS. TUN' Of t'LA 7l; , i I '�i i, � .. � _�. _ 1 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS CONTINGENCY OF FIVE (5) PERCENT BE ALLOTTED TO ACCOUNT SnFplr v,a __ I SPACING NOT TO EXCEED 8.0 FT. FOR INEVITABLE ERRORS AND OMISSIONS. 25x4 CCR y"LprE 6. ALL DIMENSIONS AND GRADE CONDITIONS TOT VERIFIED BY 14. ELECTRICAL AND MECHANICAL COMPONENTS TO RE DESIGNED 1 1 CONTRACTORS) PRIOR TO START FO CONSTRUCTION AND AND SPECIFIED BY OTHERS. a1J-_-�w I ',r= __j I y�/ 6 4AJCHW & DESIGNEDORDERING OF MATERIALS, THIS FOUNDATION HAS BEEN 2x'40 IL6 � � , . : � I, , I��� f YX 7 DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2) TSF AND 15 ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE COAT `U w/ IZ15 GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT EPDXY PAINT. ALL FASTENERS TO BE ASTM A-325 BOLTS, 34' I N`>v4 ` 4t4 XceAf2 (Co.+Tuvr05)Ty PKAT THESE CONDITIONS ARE MET ALL FILL BENEATH CONCRETE DIAMETER. 1 wOon - I 1 111 - ' 1�Z��X SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY - 7/8K.124'A'NCfrw2 16 CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE 8 -0�3 G 4'_ p'p�- 7. ALL HEADERS 4.0 FT IN LENGTHNECESSARY AND OVER TO BE SUPPORTED NE RV TO PROTECT THE ENGINEER AND OWNER BY DOUBLE UPRIGHTS, 9.0 FTAND OVER BY TRIPLE UPRIGHTS. �- - --- L DRAWING. -TEM TO BE MINIMUM OF 7-2>,8 OR AS SHOWN ON '�O NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR ;TEM INSTALLATION IS COMPLETE I� � ,1 -roe OF I'CA7C-i -,� - _OPCN WCp JOIi f I _ T I vUN� I oy) WL- C4G �lL 8. DO NOT SCALE DRAWINGS. 11(z" = 1`orl I _Oj Z>14cIm'Ite � II R - - IJG - - -- - - - -- - - Z_-d K S T SvB FL Day - - �_ — � I I { (Y H - TJ S JaISTS wIaE wat,��ruuPd6 -) J ------ -------------- — 1 - -- - - --y- - - - - - rG' # 4- oFoi� 12"Or VMT101L, EAASEC 9 If IV i -- J�_- - TNi1Ll, - EIPO X7 - 12 "Lxw R'oGE U ' - -- 21x6 Tdw PL, I d 1, O B ✓ 2'"G FO(J TINµ' I WA OW 3�An�•r 1n W_ I � i 3` SIL Uacy L°a. V107L I p 2X �- 8 � � �� 2Lln x2 6"eb�018kY' r 2�_ OVE2 T(VCY- ON !3[,.� w� _ .N jl 0.7 P/-A /-A W - � - / FeR9/2 E.4cflw \ 1211 L w000 - � L_ (a3o Itis�� � '�, �� CryR)� _ UfJ EXG4 vA TE I� vJ _ - -- lNG ON t- v✓ « srvn5 _ 1 ��, EXT , tout SLATS ,a6vu rc ,� 2r-�— p.IG'b�L'f'IP) �; F � �. 9 1. 9 _ MI:rOLLAMc.vr, GyP 130 4 1M�T¢RIo1Z Q�_NPEk�_ IJGE two" � _ o�Ic.&� 1Jo. 5� N� K � I � `b y - -- --- °, --- ,, -- _--- � � '7I$ PLywoaO SoBFL ooz r°v ov zNn — — — — r 1p WEC3 "fYCV555 -b1T5 - �� �• I �� - sEE t'�AuS � % .«�- - -rov.FVMrE - -- ---- --' - -- - % o VI, 0 4�"ccu�54 - I i__- _ -,_ _ . _-_ - -�- �- .-� � ', ' wEu�Q7 w'KG RE wF. � ,�.� ' � • u wI w €-15 D -- - - _. - 1 8 x Ila wAt uT _ UAPTY 6r F -- -------- --- ---- — --- r L —k UCCUPf:�WCY 09d _ 1- � 1 _ I L I r IS g USE Ic� 1I•wLAVJI"UL � l 1zUr �G � r ,�n or Fln KATE I _ � �..P yw,.en su6R,mrt � I _ WITHIU Ce=1,T! 1 ti Poole - — _ ; —O F OCCUPANCY F �� �; 1 '_Ti ' •1 "' ii jT . 1 , - � I, "(5', m,f 11;�, 1r/Ir. l/ ; rr, l" l r7n4 _- _ .— _— - - _. —�� - __ .Elf JolEILP Crinlu.PrEr.'CTo L_.__L I `meq 3f a" 1%� ° ` APP VEDAS NOTED Rgo.vcme �u°. _ CaAoEeTyP.) L'N TERPT�O°FING fiYl?K AAI ' `4 DATE: %L L B.P.N I 3D - b - ), F FOR THE NOTIFY BUILDING DEPaPEATFOR 765-1802FEE:IB4 ...— .., . - . . . —;:.—.—�— _— �`• TRIP I FOLLOWING INSPECTIONS: 1 FOUNDATION - TWO REQUIRED • : i _-_1 RE6AQ MTI 8 8181 _ 1 FOR POURED CONCRETE Z. Cryplcq ) - " } ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST F: t)LJ •JC)A-r_lor,) PLAN BE COMPLETE FOR C.O. )/q I ALL CONSTRUCTION SHALL MEET = 1y�� THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS /4°�li ON —_ ._— ��LT JutiF A- 921 {fir 1� PLANS ARE PREPARED BY CRONIN AND CONDON CONSULTING ENGINEER5 REO A l,,, —y lC✓� A��"r_- _ IT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. ARTICLE 145, 4G IiJ err C .1��ri' 22 �� V G ✓ n c' SECTION 7209. FOR ANY PERSON, UNLESS ACTING UNDER THE �IOOA UCENEED POFE55IOALENNFR.A OUUVEOR. TO � CgSOUTHL, '4EvJ -16)Vk'4,1 R R5�N$ ALTER AN ITEM IN ANY BEARING THE SEA OF AENGINEER, , SGJ � - ALTERED, THE ALTERING ENCINErR, ARCHITECT, OR LAND SURVEYOR SHALL AFFH IX TO E REM HIS/HER SIGNATURE ns MA_TI. ✓J ITV CJ(I T L ANTERA710NTHE TE OF SUCH ALTERATION$,AND A SPECIFIC DESCRIPTION OF THE wr 022339 {0� 1 5/6 _731 `72 5'D --"---- - - 1 I ' � 4 1 - - c UP N5� - 1 0 4 I I I A 71 /ADn1T10lJ �I II II 11 1 + to s �- 4 15 a \ti I k � u O 21- x 10 fill -- s � SII � 7.�- I II q I n 1Ca� O'I l^O - 4 - 7 !o r! 72 I,I _ — .__--__. -_. 1 _ L ' of - — >JIZIv E�s B'aAK KIM c0 = �' O wr7MFN ry S'IaF.FlGE � �FFIc�. u, 2 cropy - --- I x I I i `9 � Fix 3'x 6 8 M ry - m .i p h t\ J 61 VA+ - - 3 Llb Jo 3 ,1 Lu 1` 1 –__—�G-01j Vlz� 3y� —EC +'IT On) A 1 lz -- - IJI5Pr '1'12 { Mq AG r,Pr- _arFlcE. J OF-PI WA /J@n - 6111 I Eq T 1- i' 1 PJ _ - _. II M Vi ` CsIJG. RgMp ��9�Q IMI GZ6U-i1M LVL 2-2xla f T u 11 -- 00 ! 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Tni7A46 ZPuG - -— - S)-</R/+GE- CnRKIOou- -OFFIcG_ - _ - -: - _ - - - - - - - - - - - - �e7(�l� lore w�l v, 2E�oc.a rc MF,OoIfe REw G -a--rwR44 70 -�q� _ !:-J✓I` 7 �� VSSES� /rrvY� If-�va✓>Ai�on, II yep>'P n)L vu �s rHa 5Pu4 vu T3 @M' - 1.� I 'rDP_ 2 Is_T__ -- - -- - II _ eoUTI-+ 5,t-E-\/A TION - - 7 1-0 ' ----- — I saFIn , IA - L - I -- - o _ - - - ---- - - ur Lou F"'-UJlL Wa�12a E/. AWZI - AWzI Av/21 - -f - —.__— -- - - ------ - -- - twyg410 -rw-Z441 - ---- _.-- 51E.- ��r.r —^�`h -- y Ave nUvE CCNSuL;Tio6 -06 -e5 L�cL'-NB�K 1°l 1994 - (JUT�Ioc.01 N E w `�aiZ1L / a e -- - -- -------- � c A M 't'� 11vcK1 New `jo12K e—L. 11952 �UA Tlati 5 ozza39 {° --- �r N� S`!(o - '73 725 ----__-.-- GENERAL NOTES: STRUCTURAL NOTES GG TO VERIFY / MODIFY (IF LUMBER: REQUIRED) EXISTING STAIR ADD/MODIFY EXISTING CEILING LIGHTING IN STAIR AND ' I. All work t0 comply with the New York State and Tocol Building rode. PARTITION FOR I HOUR FIRE 15T FLOOR LANDING TO HAVE BATTERY BACK-UP �r " 2. Contractor shall verify all dimensions In the field prior to construction I. Design and construction shall comply with the latest edition of the Amoricon Institute of RATING and shall notify the Architect of any discrepancies before commencing work. Timber Construction Manual ODA n 3. GOntraotOr Shall Secure all utilities before commencing work, and Conduct REMOVE EXISTING WWDOW AND ENLARGE OPENING FOR NEW 2. All structural er to be Douglas Fir with on allowable bending stress of 1450 ps.l. and construction with due care to avold damage to existing construction t0 TI AI UP DOOR, WATERPROOF AND PATCH EXTERIOR TO MATCH y(� remain. G.G. to maintain structural Integrity of building and provide shall be Free of any defects which may affect Its structural Integrity. EXI5TING;APPLY INTERIOR TRIM AND FINISH TO MATCH temporary sharia required. 3 Contshall provide all accessorles which we not called Out on the plans,Such 05 joist EXISTING. RELOCATE EXISTING FLOODLIGHT TO RECEPTION 1 p y g a5 q raoCor anchors, oust hangers, framing anchd's, t bases and ca metal b'Id I etc.,as required ADD NEW EMERGENCY EXIT 51ON W/ BATTERY BACK-UP 1 9 0 0 Y 0 U N G S A V E. 4. Contractor shall provide adequate weather protection Far the building 9 9 PO5 Ps 9n9ABOVE DOOR and Its contents during the course of the work far the completion of the project. SO UTHOLD , NEW YORK 11971 5. All dimensions are to face of wood studs, unless otherwlse noted. 4, Provide bridging at 8'-0' maximum. 1 (631) 765-3929 (917)674-3980 6. Contractor shall not scale drawings - all dlmensions to be verified In 5. All Interior bearing studwalls to be braced at third points. Q field 6. All lumber Nlthln fire rated assemblies to be Fire resistant NEW 3'-0' x 6'-6" a NEW T 3'-O"x © DA ARCHITECTURE 2000 7, Plumbing, H.V.AC., and electrical contractors Shall be licensed In the DOOR (TO MATCH CLOS. 5.G. DOR state of New York and Town OF Southold and shall file Separate GONGRETE: EXISTING) applications For permits, If required. 8. Gontroctor to protect all existing trees, shrubs, and planting near or 10. Foothip have been designed to bear on Lrdbturbed soil with an o55umed bearing x - R 9 Within the work area that are s, CO a lemoned. 11 All c of 2.0 FootIn. ft. NEW CEILING HEIGHT GYP. 9 TOP OF NEW GUARD RAIL TO BE O 9. All doors, hardware, Finishes, and equipment to match existing. II All coal lmrou5 Footings older walls to be 8' thick mimmnum. BD. PARTITION 2'-I" fn N 36' A.F.F. F , 10. 12 All sidx, on ground, footing,walls,wtc. to be stone concrete, 2500 p5 i,at 28 days. q , 13. Li'nie55 otherHIse noted,all Slabs an ground Shall be 4' thick. NEW 1 HOUR RATED GYP. BD. 14. Welded wire fcblc rshall comply with A5.T.M. A-185. PARTITION - FULL HEIGHT 2 5/8" PAR STUDS O 16" O.C. TO EXTEND 15. Gortra:tor shall verify dimensions and location of all slots,pipe sleeves,anchor bolts, FROM FLOOR TO RATED ducts,etc. as required For other trades before concrete IS pared. STRUI5T NT URE TT PEVX ' GYPS"FIRE RE5D. 16. All slots shall be Filled with concrete to the some depth as side after piping Is Installed BOTH SIDES (ENTIRE HEIGHT) IT Contractor shall safeguard ad protect all excavations. FP56 DOORS TO BE RATED FOR I NEW POURED GONG. STAIRS, FLOOR STEEL: HOUR PARTITION (40 MIN) W/ 10" X 10" SLAB, / RETAINING WALLS TO GLASS VISION PANEL, PANIC/PUSHBAR EXISTING BASEMENT BELOW. STAIRS 20. 5tructual steal fobrlcatlon and erection to be N accordance with latest 5pe65,for A-36 steel. HARDWARE, 6 CLOSER TO HAVE NON-SLIP 5URFAGE 21. All connections shall be high-strength bolted or Welded. TREATMENT AND HAND RAILS(BOTH 22. Connection materials shall conform to the Following A.5.T.M. designatiom, latest editions: NEW high 5trenth baits: A-325(Friction type),welding electrodes: AWS-A5.1,E0 serles. EXISTIN6 RECEPTION LANTE - 23. All bolts to be 3/4" dta., open holes 13/16' d1a. To MATCH EXISTING - - Ili EXISTIN6 ENTRY a 0 EXISTING COVERED ENTRY ' . J ❑ ❑ Q C 1 ST FLOOR CONSTRUCTION PLAN 1/41-=F-17 " L � W i E) IST NG ST IR UP I DRAWING: GENERAL NOTES, CONSTR'N. PLANS, ELEVATION I REMOVE EXISTING FOUNDATION WALL As REQUIRED FOR NEW DOR. ADD SCALE:1 EXISTING STRUCTURE TO REMAIN NEW (2) 2' X 10' HEADER ABOVE ' SCAL • „ DOORWAY 3N F 5I 1/4• = 1,4r 3-WAY SWITCH FOR EXTERIOR NiH EXTERIOR LIGHTING FOR STAIR LIGHTING TO BE TIED NEW 3-WAY ISSUE' SWITCH a ENTRY NEW 4" DRAIN TIED INTO EXISTING STORM WATER SYSTEM. PITCH Ell IFLOOR SLAB DOWN TOWARD DRAIN 8/10/00 BLDG. DEPT. EXISTING BEAM 1 GOL1/MN5 _ v — NEW B" POURED CONC. RETAINING SUBMISSION , ` &" STEPPED NEN DOOR / LASING TO MATCH STING G— —� _ FOOTINGS O 3KALL5 AND 4'-6"BELOW GRADE (MIN). FOOTINGS TO HAVE (2) 05 Ll I I REBAR5 CONTINUOUS (TYP) NEW PTD. RAILING 1 BALUSTERS. F NEW POURED CONIC. STAIR W) III�III NON-SLIP SURFACE TREATMENT e Q o BALUSTERS TO BE O 4' O.C. (MAX) HAND RAILS BOTH 51DE5 RE-GRADE AS REQUIRED FOR DRAINAGE EXISTIN6 BASEMENT I - , 71- EXISTING FOUNDATION(BEYOND) TO .REMAIN _ e NEW POURED GONG. FOUNDATION 1 REMOVE EXISTING BASEMENT WINDOW AND GL05E OPENING S FOOTINGS < J I _ S - - - — ALIGN �IIII/I111111110�\ � �_ - - - _ — � _ - - - - - - - - '� in DRAWING NO. C FRONT ELEVATIOND BASEMENT CONSTRUCTION PLAN SK,,,lI,,, 01 NOV = a 2000�J •.1 1 FY 8 MODIFY GENERAL NOTES_ STRUCTURAL NOTES 6RECN RED) (EXISTING STAIR F ADD)MOVIFY EXISTING CEILING LIGHTING IN STAIR AND I. All Wark't0 Damply with the NeW York State and local Building Code. LUMBER: PARTITION FOR I HOUR FIRE IST FLOOR LANDING TO HAVE BATTERY BACK-IIP 2. Contractor shall VerlFy all dlmerlblans In the Plaid prior to con6tructbn RATING I. Design ad coroWetlon shall comply with the latest edition of the Amerism InstlWte of ODA and shall notify the Architect of any disCrepandee before commencing work. TlNber Constrvctlon Manual. REMOVE EXISTING WINDOW AND ENLARGE OPENING FOR NEW - 3. Contractor shall secure 411 utilities before commencing work, and conduct 2, All structural lumber to be Douglas Fa with al allomoble handing sb'ast of 1450 p.s.l.ad T AI I.P DOOR WATERPROOF AND PATCHAND FINISH TO MATCH oanstructlon with due care to avoid damage to existing Lonstructlal to shall be free of any dalactS HhILh may affect Its 5trucbral htag'Ity. EXISTING.APPLY INTERIOR TRIM AND FINISH TO MATCH , remain. G.G. to maintain structural Integrity of building and provide 3, Contractor shall provide all accessories Nhich are not called out an the plans,such as Joist EDD NE54 MER RELOCATE EXISTING TSG W/ BATTERY TO RECEPTION + remain. 6 shoring as rn str ed. ADD NEW EMERGENCY EXIT SIGN W/ BATTERY FSACK-UP 1 9 (! 0 Y O 111,114' G S AVE. to4. Contractor shall provide adequate weather protection for the bulldhg anchors,joist haTgers, Framing anchors,post hoses ad caps,metal bridging,etc.,as required ABOVE DOOR S0UTHQLD , NEW YDIIK 11 WIF t and Its contents during the course Of the work for the completion of the project. ({79))65'-7920 (911)074-3096 5. All dimensions are to Face of wood studs, unless otherwise noted. 4. Provide bridging at 6'-0' moxmin. QDA ARCHITECTItRC2000 6. Gontractor shall not scale drawings - all dttlenslons to be verified In y. All Interior bearhg sbidwalls to be braced at third points. NEW 3'-0" x 6'-e° r NEw T 3b• x 0 Field 6. All lumber Hlthh We rated assemblies to be Fire resistant. DOOR fro MATCH GLO5. 54. DOOR 9. Plumbing, H.VAL., and electrical contractors stall be licensed In the EXISTING) state of NeN York and Town of Southold and shall file separate GONGRETE: 4 applications For permits, IF required. 8, Contractor to protect all existing trees, shrubs,and planting near or 10. Foot" have been designed to bean an undisturbed soil with m assumed bearing X - NEW CEILIHEIGHT GYP. TOOF NEW GUARD RAIL TO BE • Within the work.area that are not t0 to removed. capacity of 2,0 tons/sq. FL BDPARTITI2 NG -I, V P 9. All doors, hordHore, Finishes, and equipment to match existing. 11. All contNwous toot"under Halls to be B" thick mhlmun. . ON 4 ' IQ. 12. All SkftA on Band,FOOfklg Halls,NLL. LO be Stale concrete,2500 p9.1.at 20 days. NEW I HOUR RATED GYP. BD 13. Lhless otherwlse noted,all sldJs on ground shall be 4' thick. PARTITION - FULL HEIGHT 2 5/6" 14. Welded were fabric shall comply Kith A5.TN.A-185, MTL. STUDS • 16" 04. TO EXTEND 15. Contra:tar shall verify dimensions and location of all slots,pipe sleeves,anchor bolts, FROM FLOOR RATED STRUCTURE ABOO VE T D FIRE ducts,etc. as required far other trades before concrete Is pared. RESISTANT TYPE 'X' 6YP. BD. 16. All slots shall be Filled with concrete to the Same depth ce skin after piping is Installed. BOTH 51DE5(ENTIRE HEIGHT) IT Gontra:tor shall safeguard ad protect all excavations. HOUR DOORS TO BE RATED FOR NEW POURED GONG. STAIRS,FLOOR HOUR PARTITION (40 MIND 10° X 10' SLAB. + RETAINING WAILS STEEL: GLASS VISION PANEL, PANICIC iBAR .EXISTING BASEMENT SURFACE STAIRS 20. 5tructual steel fabrication d erection to be In accordance with latest specs. for A-36 steel. HARDWARE, + CLOSER TO HAVE NONSLIP SURFACE an TREATMENT AND HAND RAILS(BOTH 21. All connections shall be high-strength bolted or Melded SIDES) 22. Connection materials shall conform to the Following AS.T.M. designations, latest editions: EXISTING RECEPTION NEW high slrenth bolts: A-325(frictl n type),Holding electrodes: AW5-A5.1,ETO series. LANTE 23. All bolts to be 3/4" dia.,open holes 13/16' dna. TO MAT GH n EXISTING ENTRY � o I EXI5TING COVERED ENTRY err L - - - - - - �� 4r1 cn ,z CAA 1 ST FLOOR CONSTRUCTION PLAN � O Tr- an Le)IT � M 15 NG 5T IR UP III IL DRAWING: GENERAL NOTES, CONSTR'N. pPLAI�S,, ELEVATION AASSMRFGUR EXISTING FOUNDATION DDAOTOR.� - • i� SCALE: '1 EXISTING STRUCTURE TO REMAIN NEW (NAY X 10' HEADER ABOVE 3 °♦'X 61"6',^ I • — r FHE it DOOR 1/4 — 1 0" SWITCH EXTERIOR I I LIGHTING IT H FOR NEW IDR NFW EXTERIOR LIGHTING FOR STAIR ISSUE: © © SWITCH a ENTRY NEW 4' DRAIN TIED INTO EXISTING J.7 5T I �� I STORM WATER SYSTEM. RD B/1 Q/00 BLDG. DEPT. 9 FLOOR SLAB DOWN TOWARD GRAIN g ~ NEH19 POURED GONG.RETAINING SUBMISSION EXISTING BEAM 4 COLUMNS 'J WALLS AID 24' X�O" STEPPED NEW DOOR + CASING TO MATCH O— — —�— — — (.}-- FOOTIM65• 3'•6' BELOW GRADE EXISTING ' I (MIN). FOOTINGS TO HAVE (2) •5 REBARS CONTINUOUS(TYP) v NEW POURED GONG. STAR W/ NEW PTD. RAILING t BALUSTERS. H, Q NONSLIP SURFACE TREATMENT 4 mJill I HAND RAILS BOTH SIDES BALUSTERS TO BE • 4" O.G. (MAX) f2ElaFgRL'G As 2EgUnRE;.1� RE^GRADE A5 REQUIRED FOR EXISTING BA5EMENT - DRAINAGE ( RErlq,WT b)a,w. -p F"I/L 4h ft&B ,2- CIL, D.L. (Ver-TTCAL.) s "4 REBAliL GHlo2nTsaaTTq�> C 'r+r.\voJS C V. GaOrA Ta,p ran- wau.. EXISTING FOUNDATION (BEYOND) TO inn �I I REMAIN I i REMOVE EXISTING BASEMENT WINDOW AND CLOSE OPENING � NEW POURED GONG. FOUNDATION i J I FOOTINGS �� rL P ALIGN ,� R � 4yii '•OFrorN `�♦♦�a - - - 1. m � � _ - - - - - � ._ - - - - - -- � - - - � / � DRAWING NO. FRONT ELEVATION BASEMENT CONSTRUCTION PLAN • R� OF �1