The URL can be used to link to this page

Home My WebLink About22686-Z (4)FORM NO. 4 TOWN OF SOUTBOLD BUILDING DEPARTMENT Office of the Building Inspector Town Ball Southold, N.Y. (~TIFI~AT~ OF O(:CUPAN~Y No Z-25281 Date SEPTEMBER 24, 1997 TBIS CERTIFIES that the buildin~ MULTIPLE REBIDENC~ Location of Property 1565-D16 CALEB$ WAY GRMENPORT, N.Y. Bouse No. Street Hamlet County Tax Map No. 1000 Section 40.1 Block 1 Lot 16 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MA~CH 23, 1995 ~ursuant to which Building Permit No. 22686-Z dated ~-PRIL 19, 1995 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 UNIT 16D - MULTIPLE RESIDENCE - (~T~ "D" ~ APPLIED FOR. The certificate is issued to MOOREB LANE D~-ELOPMENT (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-10-95-0011-JAN. 19, 1995 UNDERWRITERS CERTIFICATE NO. N-425032 - JULY 9~ 1997 PLUMBERS CERTIFICATION DATED J~LY 31, 1996-DOOLEY PL~I~BIN~ & HEATING Rev. 1/81 FORM TOWN OF $OIJTHOLD BUll, DING DEPARTMENT TOWN HALL $OUTHOLD, N.Y. N~ 22686 Z BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLEtiON OF THE WORK AUTHORIZED) ~,t~......./././..~ ........................................... CountyTax Map No. 1000 Section .... ,~,.~,~..~'.. ....... Block ......./ ...............Lot No../.~...'7, ./....~..--.~, .~.,."~' pursuant to application dated ......... ~..~ ................................. 19...~...~'~..., and approved bythe Building Inspector. Rev, 6/30/80 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Ao 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 c6mpleted site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and Ppre-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 $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existin~ Buildinm - $i00.00 3. Copy of Certificate of Occupancy - , .25~ 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.90, Commercial $15.00 ....... ....................... New Construction ........... Old Or Pre-existing Building ................. · no Property .... ............... ......... .......... House No. Street Hamlet Onwer or Owners of Property ..... 2~...~W.~'~.. ~z~.~...~.~'..~.~.~ .~....~....~....d~.. ....... .. County Tax Map No I000, Section .... ~/. ..... Block ..... /. ......... Lot .................. S~bdivis~on../~z~/.~.~. ~ ~./.. ~./3~..../....F~led ...~ot ............... P.rmit .o..2%&~6 ..... of ............................................ Date Permit Applicant . Health Dept. Approval ....................... ~Underwriters Approval'. ........................ Planning Board Approval ....... ~.. ........ Request for: Temporary Certificate ........... Final Certicate......~..~.. Fee Submitted: $ ........................... .. THE NEW i195~99 JULY $9, i997 THIS CERTIFIES THAT YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NY 10038 ~lpplicetionNo. onfil~ 13333797/97 N 4~503~ PAGE 1 PHEAS~_NT RUN, CALEBS WAY #16, GREENPORT, N.Y. ~ exami.~ on ~NE 3~, 1997 and found to be in compl~nce with the N~on~ Elec~cM C~e. 19 28 21 19 RANGES OVENS DISH WASHERS EXHAUST FANS MULTI-O4JTI JT SYSTF. J4S NO. OF I~I~T DIMMERS PADDLE FANS-2 2 1/2 TON AIR CONDITIONER-1 MOTORS:2-F H.P.,i-F H.P.,i-2.5 H.P. PANELBOARDS: 1-1 CIR. 60 G.F.C.I:-7 SMOKE DETECTOR: -4 i 2/0 JiM SAGE ELEC. INC. PO BOX 38 GREENPORT, NY_, 11944-0038 LIC,#3635-~ GENERAL MANAGER This ce~ificate must not be altered in any manner; return to the office of the Board Jf incorrect. Inspectors may be ~d_entified by their ¢redentiols. Joseph Fischetti PROFESSIONAL ENGINEER HOgART ROAD / PO Box 616 SOUTHOLD, NEW YORK 11971 516 - 765-2954 Building Department Town of Southold Main Road Southold, NY 11971 Date: Reference: February 3, 1997 Pheasant Run Greenport, NY Dear Sir, I have inspected the end units # 16 and #20 for the above referenced project with regard to using conventional roof framing instead of tresses. With the inclusion of a header consisting of(3) 2" x 10" to pick up the ridge load, the roof framing meets the requirements of the New York State Code. If you have any questions regarding this matter, please call. Jd~ Fischetti, P.E. -elegnone 5~) OFFICE CF THE BUILDING INSPECTOR TOWN OF SOU"D'-IOLD ,2 ~ RT[ F [ C A T ! O ~ ,,[4~R 2 3'/9,c5 B ", , n · U,,_DI,,,: DEPARTMENT: L ' TOWN HALL ~:~-,-' L; ' SOUTHOLD, N.y. 11971 ....... ~.~ ~'~ TEL: 765-1802 Approved . · .... I t No ~ Disapproved a/c ....................... FO~M ~O. 1 TOWN OF $OUTHOLD _ . . . ,/(U '~Sg Inspector) -- -- ~3 00/T'I~~/ APPLICATION FOR BUILDING'PERMIT INSTRUCTIONS BOARD OF HEALTH ........ 3 SETS OF PLAi'tc: ........ SURVEY ................. CllECK SEPTIC. FORd ........... NOTI FY: CALL t ............... HAIL TO: Date ..... : .......... 1 a. This apPlicati°n must be completely filled in by typewriter or in ink and submitted to the Building inspector, with 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 sti'eet or areas, and giving a detailed description of layout of property mu~t be drawn on the diagram which is part of this appk cation. · c. The work covered by this application may not be commenced before issuance of Building Permit. . d. Upon approval of this application, the Building Inspector will i~sued a Building Permit to the applicant. Such permi shall be kept on thc premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupanc- shall have been granted ~,y the Building Inspector. . .. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Buildin Pe ' Building Zone rdinaace.~ff . ' g rmlt pumuant to th .... . ~,a O. ,,: tll~ Town of Southold, .Suffolk County New York, and othe ' ws, Ordin ..~,eguJan.o, ns; 'tor'me construction of buildings, additions or alterations or fo ........ ~ot~h.e~ .... anc.e,S e ~ne appdcant agrees to comply with all aoolicable l.w~ ^-~: ....... ' .... ' '*';'"','~ffil~-~J~em uescnoed ....... , mm.,mu~a, ouuamg eeoc, admit authorized inspectors on premises and in building for necessa.ry, inspections. _ ' '.., ........ (Signatur9 of applicant, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, generai ·contractor, electrician, p! ~.mnl?~r or builder. ...... N~me ofowne of premises ....,~....~../.~'.. . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ; (Name and title of corporate officer) Builder's License No ..... ' ....... Plumber's License No. c::~'"~/-- ,~ Electrician's License No. , ,. Other Trade's License No. Locat,on (~fland on;h_ich p~pos,ed work will be done.. . : ., , ...... ........... House Number - . ::~__tget - l Hamlet County Tax Map No. lOOOSection .....'..i'.~..t~,/... Block j....~...../..'... Lot..~....~.~. Subdivision ~..~..d~..~ ....... '. Filed Map No. · (Name) ~' · ............. Lot State existing use and occupancy of premises and iutended use and occupancy of proposed construction: a. Existing use and occupancy .. ' ' b'- '. :27 -., ."-2;" .......... ~;;,~' "'"' ~::0. .............. · tmenaea Use andoccupancy ...... ~~ ............. -3. Nature of work (check which applicable) New Building ,~ddition Alteration Repair .............. Removal .............. Demolition .... : ......... Other Work...- ............ (Description) 4. Estimated Cost ..... .~. ·.. Fee / - (to be paid on filing this application) 5. If dwelling, number of dwelling units'. .............. Number of dwel ng units on each floor:..~. ........... · If garage, number of cars ........................ '. ................................... . .... 6. If business, commercial or mixed occupancy, specify nature and extent of.each type of use ..................... 7. Dimensions of existing structures, if any: Front .... Rear ..... Depth .......... ight ' · ' ' '. ....... · .... He ............... Number of Stories ........................................... : Dimensions of shme structure with alterations or additions: Front ......... pth ................... Rear ................ De ............. Height ................... ,., Number of Stories .... ' ' ~ ' 8 Dimensions of entire new construction: Front · ; Rear Depth ' Height ~ Number of Stories ' '" '~ .......................... ' ......... Size of 10t: Front ' Rear ' ' .............. · ' .................................. ; ....... Depth ................ 10. Date of Purchase ....... . ............. . ........ . Name of Former Owner 11 Zone or use district in which premises are situated ........................... 12 Does proposed construction violate any zoning law ordinance or ' ' ' regulation: ' 13. Willl0tberegraded :~?~;~.~~:...Willexc~berem0vedfrompremises: Yes No 14. Name of Owner of pr .. Address .... . .......... Phone No. '?.~.'~.~'~i "' Nameof chit,ct. ....... :.Address ...... · . Phone No ..... Name of Contractor .......................... Address ................... Phone N. 9.. .......... '., 15.' Is this property within 300 feet of a tidal ·wetland? *Yes ........ No .... ~,... ' '' · *If yes,'Southold Town Trustees Permit may be required. ' ... 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 number or description Occording to dee~ and show street names and indicate Whether interior or cor~,~r lot. ~' r'- .'. OIV LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED ~/10 OF I% LEAD. for w~tm' dl,~ributin~ PROVIDE OPENII~S FOR ' APl)ROVED AS I~OTED / NO'tlFY BUILI)~N'G OEPARI~,~'N~ AT ~x.- ~uz 9 AM 'ID 4 PM FOR THE FOLLOWING ~NSFECTIONS. t. FQL.~NDATiON - TWO REQUIRED 'FOR POURED CONCRETE . ' Z ROLGH - FRAMING & PLUM8iNG ':~'* .... % CONSTRUCTION M~JST ~E GOMPLETE FOR C.O, CO. ST~UCTION SHALL M[~ ~'ifi~ REQUIREMENTS OF THE N.Y. ~YTATE CONSTRUCTION & ENERGY .... DES. NOT . RESPONSIBLE FO~ ~ m,~GN OR CONSTRUCTION ERRORS · °ftypeeKmL°nly. EMERGENCY ESCAPE AS '' ;' REOUIRED BY PART. 714 OF 0CCI,IPA~,iO¥ N.Y. STATE BUILDING CODE ' !JSE IS [~J!. ~,WFLIL STATE OF NEV~-'RK~..~/,~'- S S ~!:I'/'HOUT C£ FZ[t FICATE cou~v OF...~.-xT.4.1X~..c4~.fl.. · · ' OF OOCU PANOY (Name o[J6dividual signing contract) ' ;bore named. ......................... ......' ........ ......... '. . ......... >f sad owner or owners, and is duly autho f id w rk an t ~pplication; that all statements contained in this application are t'rue to the best of his knowledge and belief; and that the · york will be performed in the manner set forth in the application filed therewith. ;worn to before me this ..__ ~mi~ion txpires Town Hall, ~3095 Main ~toao P.O. 3o×1179 Sou~hoid, New York 11971 Fax (516) 765-~823 Telephone (516) 765-~802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION Building Permit No. (please print) (plebe print i certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signatu~) Sworn ~o before me this ~ ~ day of -~4 County VICTORIA MANJARRF_Z. ~ PU~. ~tate of New Yo~ ~ Coenly. No. 4912451 OFF]CE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION .we .... e ..... ~e VIOTORIA MANJARRE. Z Notaff P~ic, ~tate of New Yo~ Suffolk County, No. 4912451 Commission Expires Novembe~ 9. OFF~CE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION DATE: /6./?/,~ less ~kan 2/!0 of l~ l~ad. -(P!um~ers ~_ nscufa) VIOTO~IA MANJARREZ No*aP/PublkL ,~ate of New Yo~ Su~foik County, No. 4912451 6if'/ Co~nmtssion Expires Novembe~ 9, -[.,I 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I~U/LATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY 765.1~2 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] [ ] FRAMING [ ~]~qNAL [ ] FIREPLACE & CHIMNEY DATE~////~//~? INSPECTOR~ 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ~UGH PLBG. [ ] FO~U~iDATION2ND [ ]INSULATION [//]'FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ]INS_ULATION [ ] FRAMING [ []FIREPLACE&CHIMNEY 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY REMARKS: [ ] ROUGH PLBG. [ ]/~ISULATION [ l/~ FINAL DATE INSPECTOR 765-X~02 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] I~I, ATION [/.A/FINAL [ ] FIREPLACE & CHIMNEY INSPECI'OR FOUNDATION (1st) FOUNDATION 2°. ROUGH FRAME & (2nd) ~FLUMBING ° INSULATION PER N. STATE ENERGY CODE FINAL ADDITIONA'L COMMENTS: /3 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~/]' INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] INSULATION REMARKS: ] FIREPLACE & CHIMNEY r~ --/ DATE INSPECTOR 765-1~02 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ !/~JJNDATION 2ND [ ] INSULATION [ ~"FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE//~~~ INSPECT~ .... 765-1802 BUILDING DEPT. INSPECTION [ [ [ ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIREPLACE & CHIMNEY REMARKS: -/ DATE 765-1802 BUILDING DEPT. INSPECTION [ "~RAMING [ ] FINAL I 1 F.R.PLACE,, C...N.Y ~ ~ RE ~MARKS~ ~- DATE ~ INSPECT~ MiTek ® MiTek Industries, Inc. 807 Southwestern Run, Suite 2 Youngstown, OH 44514 TO: North Fork Management 60 Ida Lane Aquabogue, NY 11931 Attention: Ray One copy of this job is being sent to you via FedEx as per Nassau Suffolk Lumber, Medford, NY. All notes on all dam submitted should be carefully read and followed. The disregarding or failure to follow all uoted on aoy material or data submitted by MiTek Induslries, Inc. will void the submittance...AI1 trusses should be handled and fabricated with care. Lateral bracing must be placed on the trusses where called for and competent, professional advise should always be obtained with regards to the erection of trusses aud the temporary and permanent bracing requirements. MiTek Industries, Inc. assumes no responsibility for the fabrication, handling, storage, temporary and/or permanent bracing of the trusses, and/or the erection aud inslallalion of the tresses. 1-800-245-0347 (330) 629-8040 GENERAL ROOF TRUSS DATA S~EET T~ ~:SE NOTES AR~ IN ADDITION TO 'rtl~ NOTES THAT APPEAR ON EACH OF 'fH.E INDIVIDUAL TRUSS DRAWINGS. ~'uRNISH A COPY OF 'I'H~S SHEET TO 'l'a~'. 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 ND$ standards in effect on the dated 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. Ail lateral bracing specified on these truss drawings is intended to provide lateral restraint for i~dividual 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 s~pported with properly attached sheathing, unless noted otherwise. The bottom chord shall be laterally supported with properly attached continuous lateral bracing at 10'-0" maximum intervals, unless noted otherwise. ~ 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. Ail 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-Nail, Hydro-Air, or Panel Clip Connector Plate Code Approvals: BOCA 86-93, 85-75,91-28; 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 cross sectional area of any truss member, unless noted otherwise, will ~OID the drawing. The effect of lateral thrust (force) and horizontal movement on the supports of scissors type trusses is not a consideration of this design. The designer and/or builder of the structure must give due consideration to the lateral thrust and horizontal movement created by scissors trusses in the design and construction of adequate truss supports. Neither the truss designer, metal plate manufacturer nor the truss fabricator assumes any responsibility for the design and construction of the truss supports. Professional advice should be obtained relative the strength, construction and design of the truss supports. 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 e~edment, 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. Ali 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 requiring the usage of a cap (piggyback)' truss are to be field spliced together where the base truss meets the cap truss with 2x4x48"~2 scabs on one face only and fastened with 6-10D nails each half, unless noted otherwise on the individual truss drawing. There is a minimum of two scabs required for each truss-caD combination. MiTek Industries, Inc. Dwg.# ~¢/~F7 Job · ' Trdss Truss Type Qty Ply FERGUSON RESIDENCE MOORE B105 MONO HIP 2 1 Y356531 NASSAU SUFFOLK LUMBER, MEDFORD, NY 11763 4.0-32 s Aug 29 1997 MiTek Industries, inc. Thu Sep 18 14:26:42 1997 Page 1 I -2-6-0 I 2~-t i 4-g-8 I 8-2-t I 1%4-15 I 14-9-8 I 2-0-0 2-6-1 2-3-7 3-4-9 3-2-13 soo 1F~ ~ 43x4-- 2~-1 2-6-3 3-2-13 3-2-13 3-4-9 Plate Offsets (X,Y): [2:0-0-0,0-0-11), [3:0-5-4,0-2-4) I LOADING (psf) / SPACING 2-0-O CSl TCLL 30.0 I Plates Increase 1.15 TC 0.55 i TCDL 10.O Lumber Increase 1.15 BC 0.54 BCLL O.O Rep Stress tncr NO WB 0.80 BCDL 10.0 Code BOCA/ANSI95 LUMBER TOP CHORD 2X 4SYPNo.2 BOTCHORD 2X 4SYPSS WEBS 2 X 4 SPF Stud WEDGE Left: 2 X 4 SPF Stud DEFL (in( (loc) I/deft PLATES GRIP Vert(LL) -0.06 9-10 >999 M20 197/190 Vert{TL) -0.11 9-10 >989 Horz(TL) 0.03 7 n/a Min Length / LL deft = 240 Weight: 70 lb BRACING TOP CHORD Sheathed or 3-6-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-2-13 on center bracing. REACTIONS (lb/size) 2 = 1292/0-3-8, 7 -- 1241/O-3-8 Max Horz 2 =230(Ioad case 4) Max UpliftZ =-513(load case 4), 7 ---441 (load case 3) FORCES (lb) TOP CHORD 1-2=24,2-3=-2059,3-4=-2050,4-5=-1417,5-6='1417,6-7='1037 BOTCHORD ;[-10=1859, 9-10=1894, 8-9=2050, 7-8=0 WEBS 3-10=528, 4-9 =306, 5-8=-129, 3-8=187, 4-8 =-768, 6-8=1718 NOTEB 1} This truss has been des{gned for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 0 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, 2) they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 Except as shown be{ow, special connection(s) required to support concentrated load(s(. Design of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) A pates are M20 ptates unless otherwise indicated. I 5 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at oint 2 and 441 lb uplift at joint 7. 6 This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Load case(s) 1, 2, 3, 4 has been mod f ed. Building designer must review oads to verify that they are correct for the intended use of this truss. Continued on page 2 Job T~USS Truss Type Qt¥ Pty FERGUSON RESIDENCE · 8105 MQNO 2 I Y356631 MOORE HIP NASSAU SUFFOLK LUMBER, MEDFORD, NY 11763 4.O-32 s Aug 29 1997 MiTek Industries, Inc. Thu Sop 18 14'.26:44 1687 Page 2 8) Truss 8108 intersecting bottom chord at 24" o.c. to be connected with Simpson LUS24/1pI¥/AII (SYP/DF 1.15Dh 1.33Up) or equivaient. This connection supports a maximum download of 495 [b and a maximum upJift of 465 lb. Follow Simpson installation recommendations for hanger connection. 9) Truss 8106 intersecting at joint 10 to be connected with Simpson SURL24/lply/AI~ {SYP/DF 1.1SDn 1.33Up) or equivalent, This connection supports a maximum download of 390 lb and a maximum uplift of 450 lb. Follow Simpson installation recommendations for hanger connection. LOAD CASE{S) 1 ) Regular: Lumber Increase = 1.15, Rate Increase = 1.15 Uniform Loads (plf) Vert: 2-10=-20.O, 9-10=-128.1, 8-9=-126.1, 7-8=-126.1, 1-2=-80.O, 2-3=-80.0, 3-4=-40.O, 4-5=-40.0, 5-6=-40.0 Concentrated Loads (lb) Vert: 10=-275 2) Wind Left: Lumber Increase = 1.33, Rate Increase = 1.33 Uniform Loads (plf) Vert: 2-10=-10.O, 8-10=45.0, 8-9=45.0, 7-8 =45.O, 1-2=67.2, 2-3=34.6, 3-4=11.8, 4-5=11.8, 5-6=11.8 Horz: 1-2=-77.2, 2-3=-44.6, 6-7=53.7 Drag: 3-4 =-O.0 Concentrated Loads (lb) Vert: 10=118 3} Wind Right: Lumber Increase = 1,33, Plate Increase = 1.33 Uniform Loads (piti Vert: 2-10=-10.O, 9-10=45.0, 8-8 =45.0, 7-8=45.0, 1-2=27,7, Z*3 =38,3, 3-4=11.8, 4-5=11.8, 5-6=11.8 Drag: 3-4=-0.0 Concentrated Loads {lb) Vert: 10=118 4) 1st Wind Parallel: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (piti Vert: 2-10=-10.O, 9-10=45.0, 8-9=45.0, 7-8=45.0, 1-2=70.9, 2-3=38.3, 3-4=11,8, 4-5=11.8, 5-6=11.8 Horz: 1-2 =-80.9, 2-3 =-48.3, 6-7 =-32.5 Drag: 3-4 =-O.0 Concentrated Loads (lb) Vert: 10=118 Job Trdss Truss Type Qty Ply FERGUSON RESIDENCE MOORE B106 MONO TRUSS 2 1 Y356532 1997 MiTek Industries, Inc. Thu Sap 18 14:26:47 1997 Page NASSAU SUFFOLK LUMBER, MEDFORD, NY 11763 4.0-32 Aug 29 2-0-0 6-7-13 ¢ = I 6-7-13 I REACTIONS (lb/size) 2=358/O-3-8, 4=362/O-3-8 Max Horz 2= 185(Ioad case 41 Max Uplift2 =-224{Ioad case 2), 4 =-143(Ioad case 2) FORCES (tb) TOP CHORD 1-2=21,2-3=21,3-4=-291 BOTCHORD 2-4=0 NOTES This truss has been designed for the wind toads generated by 90 mph winds at 25 ft above ground 1) using 5.0 psf top chord dead toad and 5.0 psf bottom chord dead toad, O mi from hurricane oceanline, an occupancy category I, condition I enclosed bui(ding, of dimensions 45 ft by 24 ft with exposure cantilevers exist, they are exposed to wind. Jf porches exist, 7-93 BOCA/ANSI95 ~f end verticals per or they are not exposed to wind. The lumber DeL increase is 1.33, and the plate grip increase is 1.33 2 All plates are M20 plates unless otherwise indioated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of w thstanding 224 lb jo,n, 2 and 143 lb uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5} Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they correct for the intended use of this truss. 6) Connecting corner jacks may be fastened with two 16d toe nails (maximum Icad 178 lbs.) in top and bottom chords, Toe nails to be installed in accordance with NDS recommendations. LOAD CASE(Si 1 ) Regular: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform Loads (plf) Trapezoidal Loads {plf) Continued on page 2 Job T~uss Truss Type MOORE B106 MONO TRUSS NASSAU SUFFOLK LUMBER, MEDFORD, NY 11763 QW Ply FERGUSON RESIDENCE Y356532 2 1 4.0-32 s Aug 29 1997 MiTek industries, Inc. Thu Sap 18 14:26:49 1997 Page LOAD CASE{S) 2) Wind Left: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-2=79.5 Horz: 1-2=-89.5, 3-4=53.7 Trapezoidai Loads {plf) Vert: 2 = O.O-to-4 =-16.9, 2 =-7.7-to-3 = 86.5 Horz: 2 = 7.4-to-3 =-103.4 3) Wind Right: Lumber Increase = 1.33. Plate Increase = 1.33 Uniform Loads (plf} Vert: 1-2=27.7 Horz: 1-2=-37.7, 3-4=-32.5 Trapezoidal Loads (plf) Vert: 2 = O.O-to-4 =-16.9, 2 =-16.4-to-3 = 77.8 Horz: 2= 16.0-to-3 =-94.8 4} 1st Wind Parallel: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads {plf) Vert: 1-2 = 70.9 Horz: 1-2=-80.9, 3-4=-32.5 Trapezoidal Loads (plf) Horz: 2 = 16.0-to-3 =-94.8 IJob Tr~ss ITruss Type MOORE Bl15 MONO SCISSOR NASSAU SUFFOLK LUMBER, MEDFORD, NY 11763 ~ty fly FERGUSON RESIDENCE Y356534 4.O-32 s Aug 29 1997 MiTek Industries, Inc. Thu Sop 18 14:26;57 1997 Page [ -2-9-15 [ 4-0-10 [ 6-7-13 Plate Offsets (X,Y): [2:0-0-12,O-1-8! LOADING (psf) SPACING 2-0-0 CSl DEFL (in) (icc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.38 Vert(LL) -O.00 2 >999 M20 197/160 TCDL 10.0 Lumber Increase 1.15 BC 0,19 Vert(TL) -0.07 2-4 >999 BCLL 0.O Rep Stress Incr NO WB O.00 Horz(TL) 0.OO 4 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length / LL deft = 240 Weight: 34 lb .UMBER TOP CHORD 2X 6SYPNo.2 BOTCHORD 2X4SYPNo.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed or 6-0-O on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-O-O on center bracing. REACTIONS (lb/size} 2 =422/0-3-8, 4 =363/O-3-8 Max Horz 2= 1S8{Ioad case 4} Max Uplift2 =-289(Ioad ease 2), 4---147(Ioad case 2) FORCES (lb) TOP CHORD 1-2=26, 2-3=22, 3-4=-291 BOTCHORD 2-4=3 NOTES 1} This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 6.0 psf top chord dead Icad and 5.0 psf bottom chord dead Icad, 0 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 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 1.33, and the plate grip increase is 1.33 2) Ail plates are M20 plates unless otherwise indicated. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSIFFPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanica[ connection (by others} of truss to bearing plate capable of withstanding 289 lb uplift at joint 2 and 147 lb uplift at joint 4. 5} This truss has been designed with ANSI/TPI 1-1696 criteria. 6} Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) Connecting corner jacks may be fastened with two 16d toe nails (maximum Icad 178 Ihs.) in top and bottom chords. Toe nails to be installed in accordance with NDS recommendations. LOAD CABEIS) 1 ) Regular: Lumber increase = 1.15, Plate Increase = 1.15 Un[form Loads Job Truss Truss Type MOORE B11§ MONO SCISSOR NASSAU SUFFOLK LUMBER, MEDFORD, NY 11763 Qt¥ Ply FERGUSON RESIDENCE Y356534 4.0-32 s Aug ;Z9 1997 MiTek Industries, Inc. Thu Sap 18 14:2_6:59 1997 Page 2 LOAD CASE{S) Trapezoidal Loads (piti Vert: 2 =-O.O-to-4 =-33.9, 2 =-2.6-to-3 =-135.5 2) Wind Left: Lumber Increase = 1.33, Rate Increase = 1.33 Uniform Loads (plf) Vert: 1-2=79.5 Horz: 1-2=-89.5, 3-4=53.7 Trapezoidal Loads (plf) Vert: 2 = -O.O-to-4 =-16.9, 2 = -3.2-to-3 = 83.1 Horz: 2 = 2.9-to-3 =-100.0 3} Wind Right: Lumber Increase = t .33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-2=27.7 Horz: 1-2=-37.7, 3-4=-32.5 Trapezoidal Loads {piti Vert: 2 =-O.O-to-4 =-16.9, 2 =-11.3-to-3 = 74.4 Horz: 2 = 11.6-to-3 =-91.4 4) 1st Wind Para,lei: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-2=70.9 Horz: 1-2=-80.9, 3-4=-32.5 Trapezoidal Loads (plf) Vert: 2 =-O.O-to-4 =-16.9, 2 =-11.9-to-3 = 74.4 Job ' ~Truss Truss Type MOORE lB114 MONO HiP NASSAU SUFIFOLK LUMBER, MEDFORD, NY 117B3 Qty Ply / FERGUSON RESIDENCE 4.0-32 s Aug 29 1997 MiTek Industries, Inc. E~=~/===~B 11:48:46 1997 Page 1 Plate Offsets (X~Y): [3:0-4-0,O-1-11J 4-11-0 I 9-7-12 I 14-9-8 4-11-0 4-8-12 5-1-12 LOADING (psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code BO CA/ANSI95 LUMBER TOP CHORD 2XBSYPNo.2 BOTCHORD 2X4SYPSS WEBS 2 X 4 SPF Stud *Except* 3-8 2 X 4 SYP No.2, 5-7 2 X 4 SYP No.2 cai DEFL (in) (IBC) I/deft TC 0.43 Vert(LL) -0.40 8 >439 BC 0.84 Vert(TL) -0.§§ 8 >263 WB 0.87 Horz(TL) 0.29 B n/a Min Length / LL deft = 240 REACTIONS (lb/size) B= 1241/O-3-8. 2= 1301/0-3-8 Max Horz 2-- 171(Ioad case 4) Max UpliftB=-437(load case 3), 2=-521(Ioad case 4) FORCES (lb) TOP CHORD 1-2=2B, 2-3=-6730, 3-4=-0077, 4-5=-4224, 5-B=-927 BDT CHORD 2-8=6410, 7-8=4231, 6-7=0 WEBS 3-8 = 2539, 4-8 = I B72, 4-7 = -452, 5-7 = 4304 NOTES Pt. ATES GRIP M20 197/190 Weight: 78 lb BRACING TOP CHORD Sheathed or 2-7-8 on center purlin spacing, except end verticals. BDT CHORD Rigid ceiling directly applied or 4-2-5 on center bracing. 1) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5~0 ps bottom chord dead load, O mi from hurricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 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 1.33, and the plate grip increase is 1.33 2) Except as shown be(ow, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) Bearing at joint(s) 6, 2 considers paraUel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify =apaoity of bearing surface. §) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint S and 521 lb uplift at joint 2. 7) This truss has been designed with ANS(/TPI 1-1995 criteria. B) Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) Truss BllS intersecting bottom chord at 24' B.C. from joints 6-8 to be connected with Simpson SURL24/1pty/AII (SYP/DF 1.15Dn 1.33Up) or equivalent. This connection supports a maximum download of 390 lb and a maximum uplift of 4§0 lb. Follow Simpson installation recommendations for hanger connection. 10) Truss B117 intersecting at joint B to be connected with Simpson SUR/L24/1ply/All (SYP/DF 1.15Dn 1.33Up) or equivalent. This connection supports a maximum download of 390 lb and a maximum uplift of 450 lb. Follow Simpson [nstaliation recommendations for hanger connection. LOAD CASE(S) 1) Regular: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform Loads (plf) Vert: 1-2=-80.0, 2-3=-80.0. 3-4=-40.0. 4-5=-40.0, 2-8=-20.0, 7-8=-125.6, B-7=-125.B Concentrated Loads (lb) Vert: 8 =-273 2) Wind Left: Lumber Increase = 1.33, Plate [norease = 1.33 Continued on page 2 MOORE B1 14 LOAD CASE(S) Uniform Loads (plf) Truss Type MONO HIP ~EDFORD, NY 11763 Qty Ply ~ FERGUSON RESIDENCE 2 1 4.0-32 s Aug 29 1997 MiTek Industries, Inc. F~ 11:48:49 1997 Page 2 Vert: 1-2=57.2, 2-3=34.6, 3-4=11.8, 4-5= 11.9, 2-8=-10.0, 7-8=44.9, 9-7=44.9 Horz: 1-2=-77.2.2-3=-44.9, 5-6=53.7, 7-8=72.9 Drag: 3-4=-0.0 Concentrated Loads (lb) Vert: 8=117 3) Wind Right: Lumber Increase = 1.33, Rate Increase = 1.33 Uniform Loads (plf) Vert: 1-2=27.7, 2-3=38.3, 3-4=11.8, 4-5=11.8, 2-8=-10.0, 7-8=44.8, 6-7=44.8 Horz: 1-2 =-37.7, 2-3 =-48.3, 5-6 =-32.5, 7-9 = 72.9 Drag: 3-4=-0.0 Concentrated Loads (lb) Vert: 8= 117 4) 1st Wind Parallel: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-2=70.9, 2-3=38.3, 3-4=11.8, 4-5=11.8, 2-8=-10.0, 7-8=44.8, 6-7=44.9 Horz: 1-2=-80.9, 2-3=-48.3, 5-5=-32.5, 7-8=72.9 Drag: 3-4 =-0~O Concentrated Loads (lb) Vert: 8 = 117