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Home My WebLink About23723-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-25050 Date MAY 29, 1997 THIS CERTIFIES that the building NEW DWELLING Location of Property 165 LOCUST AVENUE SOUTHOLD, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 62 Block 3 Lot 36 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 3, 1996 pursuant to which Building Permit No. 23723-Z dated OCTOBER 7, 1996 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 ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANTHONY & DEBRA SOTO (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-96-0057-MAY 23,1997 UNDERWRITERS CERTIFICATE NO. N-420014 - MAY 16, 1997 PLUMBERS CERTIFICATION DATED MAY 29, 1997-ARTHUR MALAUSSENA, JR. Bu' ding Inspe or Rev. 1/81 FORK NO. 2 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) N? 23723 Z Date 4217 191.J—/' Permission is hereby granted to: rho .�! � ............ . . . .. ............... . ... . . .. j -...,,....11A9 7/ to ...... .. .. .. .. ... ....................... . � .. ... ............... . . .................................................................................. atpremises located at ..... ... ....... A.. c .............................................. ..................................................... ...... ¢ ~�7 • .�..<.. ........................................................ ................................................................................................................................................................. County Tax Map No. 1000 Section ...............�.... Block ......... Lot No. ..... .+ ......... pursuant to application dated ....f ............................, 19........, and approved by the Building Inspector. Fee S••�• 1�/!./ .. ....................... .' ding Inspector Rev. 6/30/80 70?vL 0 SOU7'; LD MAY 2907 TO?v�I tea?1 6-5-1802 " r z�PL_C�=.OST =0R C��"---C i=_ OF OCCUPANCY A.. This aDD1_CaLiOII must De f___ec _n Dv typewriter OR '_nC and subm=teed tC f:2E bud. n2 i.-:spector wit the following: for mew wilding or new use: _ . _ _nal surJev of DroDer-_v with 3cCurate ioc .L_on OL all 'buil d'�gsroper --:es, streets, and ur- sual naz rat Or CODograDnIC features. =mal DDrova! from Heath Dept. of Water suDDly and sewerage-dsposa_"S fcrm� . 2. Approval of electrical lnstal_aLion from Board of _ire Underwriters. �. Sworn statement from Dlumber cert_f7iZg that the solder used m system conta_as less than 2/10 of 1e lead. 3. Commercia building, industrial 7ll11d g, mL!__p1e residences and sim:L-ar ;`,Lildfngs and ins.tallat_ons, a certificate of Code Comgl=ante from architect or eng_reer responsible for the building. 5. Submit ?fanning Board aDDroval of completed site Alan requirements. r 3. For evist.-L_g buildt.ngs (Prior to Dr"t O, 195 7) non-conforming uses, or bu4ldfgs and lore-ex_st mg" -and uses: . C .l--are sL'r7ey of propert-7 show=ng a _ property lames, Streets, bL_Cwg and unL'sL'a_ natural or topographic fe-nt:Ires. _. A oroperl7 compe-ed aDD!_cst_on and a consent to _^_spect s-geed .^,7 Lne aDp_f=nc. _= a 2rtit_CaL2 Of 0cc nancy is denied, the 3ui4_Id4-lg 1nsDector sha_l state tae reasons therefor iI Tri=ting to the applicant. 1 . Cerz__-..ate or OC:-,lpanC- - New dwe_ling 525.00, Add-_-ons to dTNe_Ifng -X5 .00 , _._ter_t_ors to dwe___-g 325.00, Svinming pool 525.00, Accessor bu_1d_ 371 00, yddit_ons to accessory bu_1d_ng 525.00. Businesses 35(0.00. Of Occ_ XfS �: ipanC7 On ?7E-et ' '^ 3u=_Qg - 5100.00 3 . CoDv of Cert _cate of Occunancv - .250. UDdated Certificate of Occ:nanc? - S50.00 3. Temper-rte Cert_f_cate of OCC'1D2nC7 - Residential S15.00, Commerc_a_ 313.00 Date '� .q. � 7 . . . . . . . . . . . . . . . . . . . . . . . . . . NeTa Cons tr-uct_on. . . . . . . Old Or 2re-existing 3u='d=nI nn- . . . . . . . . . . . Location o2 ProDerty. . .4�5 . . . . . . . . . - . • . `0_C VC .4.o.-Kir d V �t4- House No. Street C Hamlet Onwer or Owners of Property. . Y7.► 1 �? `... :�/..�-��,�4- . . .`�Q. v. . . . . . . . . . . . . . . . . . . . . . . . . . . . County T_ax 'lap vo 1000, Section. . . . .` . . . . .Block. . . . . . . . . . . .lct_ - -��. . . . . . . . . . . . . . . . . Subd=visior.. . . . . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . . . fL Z .1Date Of12/k 11 !-4 a•nes '.dept. Approval. . . . . . . . . . . . . . . . . . . . . . . . . .Under-wrizers aDDroval. . . . . . . . . . . . . . . . . . . . . . . . . ?far _II= Soar_ DDrova.. . . . . . . . . . . . . . . . . . . . . . . . ?EC'.:ast for: _emDOrar'7 Cee-:-__...Ste. . . . . . . . . . . .1a, Ce.rt=ca-_.. . . . . . . . . . . ?e Sl1Jm=_tad; . . . . . . . . . . . . . . . . . . COPY FOR muzunIms msPonTMsmr. THIS COPY Or CERTIFICATE mmsr NOT BE *LTsmsm IN ANY mAwmsm' StsFt:OL��OGy�, Town Hall, 53095 Main Road y Z Fax (516)765-1823 P. O. Box 1179 .v P" Telephone (516) 765-1802 Southold, New York 11971 �p �! OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: s a 9 7 Building Permit No. 23 7L2 Z Owner: /rt�Aoi,c, 4-&beck. so-J, (please rint) Plumber: / je r-V,,C 1' 4t,4 V.55/5,AIA (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of �/�i4ti 19 � 7 Notary Public, �,1 ,��Q/� County PAIRMABBAMeuo fftft-rRM 01,St*of Now ASM458 York QWW In Suffolk County CprM duion Expires October 15,1998 ass-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ( //`' �,-n- �.-• G� . 1� DATE 1-7-71F7IN8PECTOR�Yd�/�'G ' // �3 76s-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & HIMNEY REMARKS: DATE y �d 7�I INSPECTOR_29 �Z�O2� BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [Ll/"ROUGH PLBG.(A�ti+�) f'%G [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: C DATE 4417 g� INSPECTOR L �,y' pus-isos BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ l/J FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS• ices-ti.� s•, DATE3L19 7 INSPECTOR 2323 � 70.ieoz BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ✓jFOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: A 4v DATE 3 -7 �7 INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS• DATE 3 � �' INSPECTOR ✓ v IV -'OUNDATION ( IST) tot. •1 1 • 1 11 M10 f ' ,OUGH FRAME PLUMBING NSULATION PER N. Y- STATE ENERGY •I I 4ec—,., ''� _ iia✓ FINAL ADDITIONAL• , , tENT S: ® \. A. - -�� T BOARD OF 11iiAi:111 ORM NO. 1 3 St's 1'3 OF I'T.ANS . I . . . . . . U A 5 �` 'vowN of., soUTUoLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . V , If11I I.DIN(; D[?PARTMiiNT , CIif?CR . . . . . . . . . . . . . . . . . . . . . . . . . ..�. SEP 1� t El TOWN 11A1.L SL'P'i't C FORM . . . . . . . . . . . . . . . . L �a SOUI1101.1), N.Y. 11971 765-11102 NOTI FY: OLD CWJ. ........, 19.... C/ /' MAII, TO: . . . . . . . . . . . . . . . . . . . . 1AptrNed.. 19PeiC .v ! .................................... Wsapprcveda/c .................................. .................................... ._.._.. .�J ........_JCC. Okri Ic1inU Inst ) APPLICA'l'iON FOR ItIIILDING Pi'sI2M['f /� Date. . . . . �. . . , 19 9v I NSTi111CT i ONS a. 'ibis application mnst be cuilAetely filled in fry typewriter or in ink aril stibmitted to the iloilding Inspector Will) 3 sets of plans, accurate plot plan to scale. Fee according to schechile. b. Plot: plan slxowing location of lot and of buildings on premises, relationship to adjoining premises or ptiblic streets or areas, and giving a detailed description of layout of property most be drawn on t:he diagran which is pni-L of this application. I c. 'Ile work covered by this appl ieatioxn may not be connrerx-ed before issuance of Ikiilding Permit. d. IfIxxn approval of this application, the iknilding Inspector will issue a ihrilding Permit to the atifriicant. Stich Trrxmil: shall ire kept on OW pr(nnises available for insp(-etioti t:hroxrglro t: the work. e. No Ixnildifli, shall be occupied or used in wlx)Le or in part for any purpose wllaLever until a Certificate of Occ7q><nrx.y shall have leen granted try Ilie Building Inspector, A111.10l'iJON IS IERTITY MiJE to the fkiilding Departnnnt for the issu<nrrc:e of a iluilding Permit pursuant to the fkdldhi g 7Axne Ordin mice of Lhe 7aar of Sootlx.)ld, Suffolk Cotinty, New Yortc, and other applicable laws, Orditunnees or ItegulaLions, for Llne construction of: lxiildirngs, WiLions or alteraLions, or for removal or demolition, as herein described. 'flip applicant agrees to corriply with all applicable laws, ordin<mnces, building code, ]uxnsing code, arx) regilaticns, aril to minit: miLhorized inspectors or premises aril in xrildir ► for r .ce �i n_�e/tions. / (Signature of: applicant, if a corporation) hh n r itaiiing, acktress of applicant) " State wlnetlner applicant is owner, lessee, agent, architect, engineer, gerneral contractor., electrician, plainer o Ixnilclen M-mv of owner of premises ......,....L!` �y J?/ (as on the Lax roll or latest deed) yif < I Iicant is c rpora signature duly atrtlxnrized officer. (Name and title of corfx)rate officer) Iknilders License N). ..'9.................. Plurdrers License No. ......................... Electricimns License No. ..................... Other 'Trade's i.icense. No. .................... 1. i ocati -xi of land on which proposed work will. be dorx..... . Ikx)se Nrnnrirer Street hamlet CcxuiLy Tax Kip No. 101X) Section ......� ITlock ....4/.�..... iot 3S......... FWAivisiorn ...................................... 1,iled I'krp No. ............... foul: ............... (Name) Z_ State existing use and occupatxy of premises an(.] intended use and occupancy of propose(] construction: a. Ex isting use and occopancy ............................................../_.............................. h. Interxled rise and occtntncrrxy ..../.. ��'!!�.� :C�.e.(!. AIC 2-- ..................... a. N'Illure of ►xnk ((a►eck %A►idt alh)licable): 1,"i Ikrtl(ll'nll .. ., . . A(klilfon ... ... .... AlCeraCion . . ..... . . . 1U.-flir Ralmal ...... ....... Duml iLioo _ Oliver Wolk ........... . ..... . � `� (Ik:sx�cipticxr) Fsl:iukrt ed Ck .. .�a....... . fee ...�S�l� .... ......... ......... .... (lo be paid (x► filing ing this appl icat:oil) i. It AAA l int;, ►ralrer of 44el l itrg uniCs . ........... tku(ler of chrel I ing units oo each floor ............ . ... If I;aral;e, ►ttnfx:r of care ../ ✓Cr. ..... ...... . ......... .. ... . . 6, If Ixtshwas, (xmnercial or mixed oc:cul>alx:y, specify nature nod exter►C of each Lylre of use.............. ... .. . .. 1. Ilimensicxts of existing sl:n►cUtres, if airy: ITr(xr1:..... hear ....... ........ Depth .......... ....... 11LAWrL .......... ............... Umber of Stories ./............ ... ... . Di nensioos of sane st.rocture with alteralicxrs or addiLions: Front ....... .... . ... Rear ............... Depth ik:ijoii: ... ........ . .... .... Uxiber of SPorien .. . .... ........ II. I)imelrsiotis of entfre Irew cOnslrim-AA(m. Fiool: . . .......... .... hear ... . . .. ... ..... Depth ... ... ........ lkiglU: .... ............... ...... Unber of SLOrlen ... ..... . .. . ... . . .. .. ILea 'Ill It . . ... ... .... .. .....9. Size of lot. 'rcxt r k 10. lala of llrrchase N : of Fomer (1/rx:r .. ... .... . ........ , ........ .. 11. Zxxre or use district in wllid► premises are situaLed ...... . ...... ........ .. .... .. . ...... .............. ..... .. . .. .. IZ. Ikxes propof;etl cotistnx:ti(xr violate at►y zcxting lcxa, ordf(karce or regulat oo. ....... ............. .... Ll. Will lot he re8racled ........ ............ Will excess fill Ile rumirvecl fro(n pce,uiaes: Y[S NO 14. Naves of (Xnrer of premises ........................... Acklress .............................. N)ax: No. ........�..... N.nr; of Ar(Akitecl: ` ... tukh-ess ... .. .. ...... �y� ►one No. ...[..�.Cf. .... N:nte of (cx�lracto �Ji ��t!< v�CZrl+f�lik +� �� TTr!.-ltiklress/ r1 . ....... �:�,T3'^! � ' ttxme No. /. i?../. . Vi. is this prolx:rLy within 3(X) feed of a tidal w�reClantl? * YIS IAO . ....... *IF ym, txxrllrMn -ITAM -Ildisnats 11:mrr lIAY m IflapilUJ). ITOT II I AGRAM Icx:ale clearly anal disLinclly all buildings, whether existing or prolxrsed, a►x) itxlicaLe all set-i>ack dinenslons fr(ru properly litres. Give street arxl block tridrer or (lescriptiou according Io deed` a►xl slrcx4 street rur»es and irxlicate %Acether interior or corner lot. :iLA'IL (A' NIS. INtK, (.•`t(�i, t, iii .0 . ...: ...... . .. ..Ix!inl; duly ii%mto, delx)ses mxl says that he is the appl icanl (N.au! of itrchviduai si , 't3 c= rc @ alxlve lurltczd, � . . Ik! in (lie ... ... ................ .. ... . . . .. . .......... . .. . .. ........ .. .. ..... . .. .................. (C Etor, agent, corixtrate officer, etc.) of said owner or owivers, and is duly nut.horized to perforin or have 1xarfoolkA lite said work alxl to nkrlce arxl file 111k apps icaLion; that. al l sLateinenl:s c(nttahx!d in Ills appl icatioo are taxa Lo lite 1*unc of his ktKtwledge mxl Ix!l ief; find that. the work will i►e perfonlied io the uainw.r rel forth in lire appl.ir.aLion tiled thercwi'tl►. !kxrrlr to tbefore sl- Ibis . . .... ...\t ' . .. .(lay of i .Q t . Notary I'tilrl i( ...... ............. . ROBERT I.S .JR. (Signaltrre of Applicant) NOTARY PUB ,Ststa of N.Y. No.472 .Suffolk TWm MsY 31. 19 r v APPROVAL OF C0NMUCTED%V0VXS FOR" SCDHS Ref # R10 - 96-0057Test Hole A SINGLE I'AIVJLY RESIDENCE bate MAY 2 3 1997H.S.Ref.No. • " _ O Brown been The sTvir'ne d"Lpass)and wat^r suPPIY facilities r%t thi? iomtion have Loan OL inspec:cd'enc/c:ce:ti lied by G4is T%P2 enter 6.1 T �:;anc;es and found to s �1 2'+-- be satisfactory POk A U: (I/F� PFr`�-�Ot�'VIg. Pale Br. St qhs r A.Costa,lP.E.,Chief Fine to Coarse Office of Water and Wastewater Management N. Y. S. R te. 2 5 ) Sand I am /onNN r L UCT/ON OF SUBSURFACE SEWAGE MAIN R p SW I DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth ,herein and on ,h permit ,o construct. N SOUTHOLD LOCUST A VE- CORP. , CORP• \ 2 <P c wa.t e ' ; m,n fob o SCJfRVEY OF 150-00 /.5 PROPERT Y • �' 3oa O N. 84'47'10` E. "o AT SOUTHOLD N .� 0 3°=' p p4 w N TOWN OF SOUTHOLD '° Gct, 1p CbSUFFOLK COUNTY, NY W N N, '� s 1000 - 62 - 03 - 36 4 � N �` Scale: 1"= 30' -� o f c June 2A 1996 . pv St 11 tl.'b Feb. 12, 1997 (CERTIFICA TIONS ADDED) / 3 1 s Mar. 8, 1997(Foundollon Loc.) CERTIFIED TO, May 19, 1997 (Final ANTHONY SO TO DEBRA L. SO TO / FIDELITY NATIONAL TITLE INSURANCE COMPANY 7 UNITED STA TES DEPARTMENT OF AGR/CUL TORE, RURAL DEVEL OPMEN i 9A' wises �A5• O ct� CL "'^`" .,3'�° t)( e AREA 13,307 sq.ft. $ a 6� Q PJ ANY AL TERA 77ON OR AMMON TO THS SURVEY IS A VIOLATION � OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW EXCEPT AS PER SECTION 7209-SU9 1W.9ONi 2. ALL CERT*7CA'1VW e Y.S. LIC. NO. 496/8 IQC9t1l0lld of YVerYs a/1d CessPOOris AVWSAID�OR VALD C .�BEAR T APWSSED SEAL OF OR TAIS MAP AAD COPES �THE SURVEYOR sibown hereon re from field observetans WHOSE SWM TUBE APPEARS HEREON. EC RS, P.C. mod or from dila obtaned from others. ELEVATIONS ARE REFERENCED (5/61 7 0 TO AN ASSUMED DA TUM. ADOIT/ONALL Y TO C01PL Y M7TN SAID LAW THE TERM AL TERFv BY' P. 0. BOX 909 MUST BE USED BY ANY AAA ALL SURVEYORS UTILIZING A COPY 1230 TRAVELER STREET OF ANO,WR SURVEYOR'S MAP. TERMS SUCH AS OVVECTED' AND SOUTHOLD, N.Y. 11971 BR0U6HT-T0-DATE' ArrE NOT N cowL.IANCE 117TH THE LAM. Oil_7f1A SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AZ'MVALDE TMA FOR APPROVAL OF CONSTRUCTION ONLY �' Tes/ Hole .9�y o� Br°�,► DATE MS. REF. NO. DATE8'_w• 1;11 Loan OL APPROVED N 2•�- - I APPROVED �p�b/ic wa-�er in 5f- FOR MAXS MOF. mRoom Poi Sr. SquoTHM yBARS FROM DATE OF AP'P'ROVAL Fors /o Y. sa►ase / am fomitior with the STANDARDS FOR APPROVAL D. ( N, 1 . S, R tG. sw AND CONSTRUCTION OF SUBSURFACE SEWAGE M � ' N R DISPOSAL SYSTEMS FOR SINGLE FAMK.Y RESIDENCES and will oblds by the conditions set forth therein and on JIM 17' permit to construct. I N SOUTHOLDCUST A VE. WOIF \ ? men �'�` SURVEY OF v0*015 ° ' PR0PERT Y O N. 84-47'10' E. `o AT SOUTHOLD o 30? PfP o.a'w Q, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 0 1000 — 62 — 03 — 36 Scale. 1" = 30' O n• ZG .��y Zb June 25, 1996 e •� A s I'se yst�" T? 751 �, q'A SUPPLY AND 3EWAC:E D O A5 g CONE WITH NRW ST OSAL SYSTEMS MUST 1 Z,�Q ANDARUS DATED NOVEMUM 139 199& N o, A�5 ��1 AREA = 13,3 sq. SQ��a 00 w ,o -Cs «-1 3 t all Q� P ANY AL TERA TION OR ADDITION TO TNS "VEY IS A VIOLA TON -'c,- 30 OF SEC TM 7209 OF Tlf AEW YORK STATE EDUCArM LAN' The locations of weals and cesspools Fav�VALAD e�7W MAP AW v COPESWN S�rACRE�ZIONSd 9 �N� '11C. NO.�96/8 BhOwn hereon are from fireld observations SAID MAP OR COPIES BEAR THE AIPRESSED SEAL OF THE SURVEYOR shown C. WHOSE' SK+i M TURF APPEARS HEREOM and or from date obtained from others. ELEVATIONS ARE REFERENCED 765 %9—o TO AN ASSLAMED DATLM/ ADOITIONALLY TO COMPLY WITH SAID LAID ThE TEIN ALTEWv BY- P. 0. BOX 9O9 , ?115 M-AST BE USED BY ANY AAV ALL SURVEYORS UTALIZAVe A COPY 1230 TRAVELER STREET OF ANO,HER SURVEYOR'S M4P. TEXWS SUCH AS AVSPECTED- AND SOUTHOLD, N.Y. 11971 BROUGHT-TATE- AxE NOT/,V COMPLIANCE w17-H THE LAW. 96-204 �`` Test Hole 0 Brown Saq Loom OL PFine ole to Coarse � Sand / am familiar with the STANDARDS FOR APPROVAL N.1 Y_ S. Rte. 2 5 ) AND CONSTRUCT/ON OF SUBSURFACE SEWAGE M ^ D, sw DISPOSAL SYS TEMS FOR SINGLE FA MIL Y RESIDENCES �°( and will abide b the conditions set forth therein and on th I T I permit to construct. SOUTHOLD LOCUST AVE. NioIF CORP. ,04 o SURVEY OF OL-r 150. P5 W ROPER T Y 30� O N. 84.4710' E. o AT SOUTHOLD N P 10 o.a w �,_ =Z R TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 4 A N o 7D s 1000 - 62 - 03 - 36 N �� N-�v Scale: 1" = 30' z' June 25, 1996 2,. G •� � Feb. 12, 1997 (CERTIFICATIONS ADDED) s, Mar. 8, 1997(Foundatlon Loc.) OaO L ' O 3 N f"d CERTIFIED TO, � °' • ANTHONY SOTO C'L. DEBRA L. SO TO j FIDELITY NA TIONAL TITLE INSURANCE COMPANY 'y f UNITED STA TES DEPARTMENT OF AGRICUL TURF, RURAL DEVEL OPMEi J i" 3�9 kA5 9� o a Qe AREA = 13,307 sq.ft. r m . 1 y ,o doh 4 � ' ' .y3 Q v� 0101f OJb� L r t Q ( ANY AL MRA TION OR ADDITION TO TNS ARVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209-SUBDIVISION Z. ALL CERTIFICATIONS / 1.Y. NO. 49618 The locations Of W9N8 and Ce8spOo/8 hVWON ARE VALD FOR TMS AWP AND COPESTHEREOF OMLY IF � shown hereon are from feed observations SAID MAP OR COPFF BEAR THE AOWSSED SEAL OF THE SURVEYOR ECONI ELEVATIONS ARE REFERENCED WHOSE SKiNATURE APPEARS HEREON (5/6) 765 - and or from data obtained from Others. TO AN ASSUAED DATUM ADDITIONALLY TO COMPLY N7TrI SAID LAW THE TERM ALTEREir BY' P. O. BOX 909 MUST BE USED BY ANY AMO ALL SURVEYORS UTILIZA46 A COPY /230 TRAVELER STREET OF ANO,WH SURVEYORS MAP. TERMS SUCH AS INSPECTED' AND SOUTHOLD, N.Y. 1197! 9R000HT-TO-DATE' AHE NOT IV COWL.IANCE N7TH THE LAW. 96-204 WOOD ROOF TRUSS DESIGNS for LOCUST AVENUE SOUTHOLD, NY prepared for: BRACKEN BUILT HOMES 1305 JASMINE LANE SOUTHOLD, NY 11971 prepared by; NASSA 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 OCEANAVE.,RONKONKOMA,NY 11779-6534 PURCHASER IS ADHSED TO OBTAINAND FOLLOWTPI-BIB91 BRACING AND ERECTION RECOMVIENDATIONSAA'D TO DISTRIBUTE TPI-11IB91 TO ALL PARTIES LN'i OL JED IN THE CONSTRUCTION OF THIS PROJECT. GENERAL ROOF 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 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. All 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. 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 too 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-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 VOID 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 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 requiring the usage of a cap (piggyback) truss are to be field spliced together where the base truss meets the cap truss with 2x4x48"02 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-cap combination. Q bG 0Nil , o MiTek Industries, Inc. Dwg.# OSZ7`I ,) ° cap FORM SMQ;-002-102095 � Job Truss Truss Type Qty Ply I i BRACKEN 8100 FINK 13 I 1 BRACKENBUILT Y3040881 Nassau Suffolk Lumber 3.3T s Feb 14 1997 MiTek Industries,Inc. Tue May 27 12:34:53 1997 Page 1 I 20-2-3 i 27-0-0 28-0-0 1-0-0 6-9-13 6-8-3 6-8-3 6-9-13 1-0-0 I 7.00 12 4x4= 4 3x5 3x5: i 3 5 1.5x4\\ 1.5x4 N� 2 6 C i O (Ou J lO 0 1 10 91 8 7 44= 3x4= 3x5= 3x4= 44= i i I 9-0-9 17-11-7 27-0-0 9-0-9 8-10-15 9-0-9 Plate Offsets(X,Y): [1:0-0-0,0-1-6],[7:0-1-10,0-1-6] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP j TCLL 30.0 Plates Increase 1.15 TC 0.90 Vert(LL) 0.14 10/9 999 M20(20ga) 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.60 I Vert(TL) 0.24 8/7 999 1 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.06 7 n/a I BCDL 10.0 Code TPI (Matrix) Min Length/LL deft=240 Weight:122(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 3-1-7 on center purlin spacing. + BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. Except: WEBS 2 X 4 SPF Stud 1-10:6-3-0,7-8:6-3-0. OTHERS 2 X 4 SPF Stud WEBS 1 Row at midpt 10-4,4-8 1 WEDGE Left:2 X 4,Right:2 X 4 REACTIONS (lbs/size) 1=1415/0-3-8,7=1415/0-3-8 Max Horz 1=193(load case 3) Max Uplift 1=-161(load case 4),7=-161(load case 4) FORCES TOP CHORD 1-2=-2098,2-3=-1837,3-4=-1770,4-5=-1770,5-6=-1837,6-7=-2093 BOT CHORD 7-8=1683,8-9=1093,9-10=1093,1-10=1683 WEBS 2-10=-501,4-10=723,4-8=723,6-8=-501 NOTES 1)This truss has been checked for unbalanced loading conditions about joint 4. 2)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 3)This truss has been designed with ANSI/TPI 1-1995 criteria. OF LOAD CASE(S) Standard ,J�/i, to 71 1 Job Truss Truss Type Qty Ply BRACKEN 6101 (FINK 13 �1 BRACKENSUILT Y304089I Nassau Suffolk Lumber 3.3T s Feb 14 1997 MiTek Industries,Inc. Tue May 27 12:34:56 1997 Page 1 rt-0-0, 13-6-0 i 27-0-0 28-0-0 1-0-0 13-6-0 13-6-0 1-0-0 7.00;12 44= 3 i _1 I 3x4 3x4 j 2 i Iu� 4 N LnI C6 Ili i II j'-T O �. I 0 3x4= 1.5x4 11 3x4= 3x4= I 27-0-0 27-0-0 Plate Offsets(X,Y): [1:0-0-0,0-1-9],[5:0-1-9,0-1-9) LOADING(psf) I SPACING 2-0-0 CSIDEFL (in) (loc) I/deft ! PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.00 Vert(LL) 0.00 / "" M20(20ga) 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 / BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a i BCDL 10.0 1 Code TPI (Matrix) Min Length/LL defl=240 Weight:154(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. Except: OTHERS 2 X 4 SPF Stud 1-7:6-3-0,5-6:4-9-3. WEDGE Left:2 X 4,Right:2 X 4 i FORCES NOTES 1)Gable requires continuous bottom chord bearing. 2)Gable studs spaced at 24 inches on center. 3)Gable studs exceeding 72 inches length to be laterally braced at midpoint.For studs exposed to wind,see MiTek"Standard Gable End Detail". 4)Studs to be fastened with 1.5x4 M20 plates. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard i Job Truss Truss Type Qty Ply j BRACKEN 8200 SCISSOR 7 1 I BRACKENBUILT Y304090 Nassau Suffolk Lumber 3.3T s Feb 14 1997 MiTek Industries,Inc. Tue May 27 12:35:08 1997 Page 1 I r1-0-0. 6-9-2 13-6-0 20-2-14 27-0-0 28-0-0 j 1-0-0 6-9-2 6-8-14 6-8-14 6-9-2 1-0-0 I 7.00 F12 44= 4 i I i 3x5 3x5 3 5 3x4 I 3x4 ! 2 6 o; T g I 5x8= ! _I !c a 10 8 r'' 0 1.5x4 1.5x411 (0T I� - C5 a 5x8 3.50-12 7 5x8 I 6-9.2 13-6-0 20-2-14 27-0-0 69-2 6-8-14 6.8-14 6-9-2 j Plate Offsets(X,Y): [1:0-0-14,0-2-0],[2:0-1-8,0-1-8],[6:0-1-8,0-1-8],[7:0-0-11,0-2-0] LOADING(psf) SPACING 2-0-0 CSI I DEFL (in) (loc) I/deft PLATES GRIP TCLL 30.0 I Plates Increase 1.15 TC 0.83 Vert(LL) 0.30 9/8 999 I M20(20ga) 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) 0.49 9,8 648 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.39 7 n/a BCDL 10.0 Code TPI (Matrix) Min Length/LL deft=240 Weight:126(lbs) LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Sheathed or 2-7-7 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 1-10:6-3-0,9-10:6-3-0,8-9:6-3-0, WEBS 2 X 4 SPF Stud 7-8:6-3-0 on center bracing. OTHERS 2 X 4 SPF Stud WEBS 1 Row at midpt 2-9,9-6 WEDGE Left:2 X 4,Right:2 X 4 REACTIONS (lbs/size) 1=1415/0-3-8,7=1415/0-3-8 Max Horz 1=194(load case 3) Max Uplift 1=-161(load case 4),7=-161(load case 4) FORCES TOP CHORD 1-2=-3785,2-3=-2592,3-4=-2526,4-5=-2526,5-6=-2592,6-7=-3785 BOT CHORD 7-8=3248,8-9=3244,9-10=3244,1-10=3248 WEBS 2-10=150,2-9=-1003,4-9=2021,6-9=-1003,6-8=150 NOTES 1)This truss has been checked for unbalanced loading conditions about joint 4. 2)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,100.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. 3)This truss has been designed with ANSI/TPI 1-1995 criteria. , —77 LOAD CASE(S) Standard "��Y' U STANDARD GABLE END DETAIL FORM#SGE-003-032394 WIND SPEED 90 MPH,MEAN WALL HEIGHT OF 50 FT. TRUSSES Q 24"O.C. CONT.PLYWOOD SHEATHING 4x4 1x4 or 2x3 typ. 12 VARIES TO COMMON TRUSS 2x4 LATERAL BRACING AS REQUIRED A A t-�, 3x5 CONTINUOUS BEARING 3x5 SPLICE OPT. END WALL SPAN TO MATCH COMMON TRUSS * -DENOTES DIAGONAL OR L-BRACING REFER TO TABLE BELOW. LATERAL BRACING NAILING SCHEDULE TYPICAL 2x4 L-BRACE NAILED TO VERT.HEIGHT 9 NAILS @ END VERTICAL STUD W/I Od NAILS 6"o/c. VERTICAL STUD UP TO T-0" I 2-16d —'—� T-0"-8'-5" I 3-16d OVER 8'-5" 4-16d SECTION A-A MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE I WITH LATERAL BRACE i WITH L-BRACE 12 INCH O.C. 3-2-0 I 7-2-7 5-6-7 16 INCH O.C. 2-11-2 I 6-3-0 4-9-8 24 INCH O.C. I 2-6-6 5-1-12 I 3-11-0 NOTE: 1. VERTICALS HAVE BEEN CHECKED FOR 90 MPH WIND LOAD, 3. FURNISH A COPY OF THIS DRAWING TO THE CONTRACTOR MEAN WALL HEIGHT OF 50',AND L240 DEFL.CRITERIA- FOR BRACING INSTALLATION. 2. CONNEDTION BETWEEN BOTTOM CHORD OF GABLE END 4. BRACING SHOWN IS FOR AN INDIVIDUAL TRUSS ONLY. TRUSS AND WALL TO BE PROVIDED BY THE PROJECT ENGR. CONSULT THE BLDG.ENGR.OR ARCHITECT FOR TEMPORARY OR ARCHITECT. AND PERMANENT BRACING OF THE ROOF SYSTEM. MINIMUM LUMBER GRADE DESIGN CRITERIA T.C. 2x4 no.2SYP ANSLrFPI 1-1995 ✓ �� B.C. 2x4 no.2 SYP NDS 1991 WEBS 2x4 STUD SPF SSBC-91 �+ LOADING PSF SPACING 24"O.C. t STRESS INCR. 133 TCU 40 REP.STRESS YES \ �, L 07 BCDLL 00 DRAWN BY: DJR BCDL 10 a� . L�log NJ),l DVA [_—] G � _ Iz— -_ i r it � I I _ ii ' le n. "MOE OPENINGS FOR I EMERGENCY ESCAPE AS REQUIRED NY PART. 714 OF t N.Y. STATE BUILDING CODE. I _ PW 0 ED AS NOTED CIAT �a — II _il --Jj—J--== RAMINGUNTILSURVEY no a oull. ; DEP�ARTM �3 I ,ir — -- - \ =/_ -- - _ DO NOT c�� 1�. E NEW y. 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STATE WNDING CODE. 00 I' �� LIVfNG ROOM ISL 4 gl _ P 150" Lo 12 0.`/ � .'i rn � -..-1"I za tz z 1 PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS REQUIRED BY PART 714 OF N.Y. STATEI BUILDING CODE. -SN3�Il� EER :t lBRACE(V8V1tT9m- f� 20 � %y {p 304 ` 12" VEN GLAD ly.(o IM2 gx2jvfwq �AsT +AT' Rooc s N�Lr vP �ntct s A �� TIZUss, 1�.AF-t4RS `�,J'to s. �! 'ta rY?FS IGH -ENGINEER EY OTN EPI SC ( 850K TRUSS OVER LV. P 1-,t'rC_14FN Ze�hn — ` �7Jd "__ -._—.- �-__ yinl`rL Vern SOF�i' VINYL S,IDIr 'NAX IN,SI.E- I 'I . , I _ •' I ' �` -._- - - - II $'�.SNl A 7 H l N d, SNt' 1 h15 U L ri � r W . - � �H"OatB -`+«'� � d "TJ.S . "fd • G� :«! Jll � _ ,--- -� � �� R�'`3 3•�X/,��IRDER I F cuc� r�c�,s I�1.• � to • -- --____, cry: `� r a 9 � z cca ,2k t - . I ' �lZ'sTL cBlr• \'\_.. 12 RI SEs ° l f I - m [ dTl /hTF1f �C� AU E ERpR FFonN 'lERRru6 -Raor'ING irL, UL& + -�'- MIN. 3'B"BGkPtu (cry I�_!a _ — - ^akt:l.'tn' - ' �R Ivbnl-{E�c(:�R [ HES �.{(� �f/2�, /p7j'y�[ /�♦t' ,.(��"•y1 �-` . 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