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HomeMy WebLinkAbout16867-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-17680 Date January 17, 1989 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property 95 KIMBERLY LANE SOUTHOLD, NEW YORK House No. Street Hamlet County Tax Map No. 1000 Section 70 Block 13 Lot 20.1 Subdivision PARADISE BY BAY Filed Map No. 6463 Lot No. 1 conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 28, 1988 pursuant to which Building Permit No. 16867-Z dated MARCH 30, 1988 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 WITH GARAGE & ATTACHED WOOD DECKS The certificate is issued to RICHARD MOHRING, JR. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 87-SO-179 - 12/19/1988 UNDERWRITERS CERTIFICATE NO. N-045338 - NOVEMBER 14, 1988 PLUMBERS CERTIFICATION DATED JANUARY 12, 1989-CRARLES SANCHEZ 1 �0 a-c Building Inspector Rev. 1/81 FORM Na f 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) N2 16867 Z Date . . .... ............... Permission is hereby granted to: .... ...... , ....... �.'.. to(31k s ............................... ... ... .. ..... . . . .. . ........................... .................... . . ... at premises located at ..g. i...F1........ ... 9"'Vs.......�A ! k� �............. .. ................ . ..... ......... . ............................... . .. ... ............. .... ....................................... ..... . ... .. ... ................................................................ . ............ .................................................... ..... . County Tax Map No 1000 Section . Block Lot No O ' pursuant to application dated .... Yq. w.xk .A-a .. 1911, and approved by the Building Inspector. Fee 6Z`eC—•3`f a G 0 . .. ..p.ec...... ...... .. . ... . Bu ing Inspector XZ Rev 6/30/80 4� :l �Dn TOWN OF SOUTHOLD BUILDING DEPARTMENT A 17� TOWN HALL 111111 BLDG. DEFT. SOUTHOLD, NEW YORK 11971 TOWN OF SOUTHOLD 765 - 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY DATE .�L .�� . { . . NEW CONSTRUCTION . . . .OLD OR PRE-EXISTING BUILDING. . . . . .VACANT 11LAND. . . . . . . Location of Property. . . . . . . . . . . . . . /tiolka k L�IIC_ _ _ . soe4 ! 40/il. . .. . . . _ . . . . . . . . . . . HOUSE NO. STR T HAMLET Owner or Owners of Property_ �C' N .: . �MUh �I ( �, County Tax Map No . 1000 Section3 � .CV . . Block . , .. . . Lot .��.�'. � . . . Subdivision . 4.11rx�!-A ��� .n,4 Filed 1Maa((j) �ay.�i?. .Lot . . A. . . . . . . Permit No. . ! `4/kDate of Permit 3.`:?UIQp. .Applicant�4�{+:Me� Y!lV��. `d1 — S0 17 h v� Health Dept . Approval . . . . . . . . . . . . . . . . . . Underwriters Approval . . . . . . . . . . . . . . Planning Board Approval . . . . . . . . . . . . . . . . Request for Temporary Certificate . . . . . . . Final Certificate At . . . . . . . . . . Fee Submitted : $ . _ . a�.`� : fJ . . . . . . . . . . . APPLICANT. . . . . . . . . . . . .• . . . . 6Zac.- 3GN18' _ Co i�r D6 O rev. 10/ 14/88 1 P.f D li.-C. Tc--,U:i IIDAT:. m FOUNDATION ( 1 t ) y FOUNDATION ( d ) m 2 . z / o ROUGH FRAME '3 / a7 A PLUMBING Fr l H r 3. �t _ m - INSULATION PER N . Y. STATE ENERGY CODE xf � c ' W m 4 , y FINAL ADD IONAL COMMENTS : F X H; �1 H • H O 2- S T68-1802 BUILDING DEM. INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL REMARKS: I o�vr� DATE`S INSPECTOR r� 7 765-1802 BUILDING DEPT. INSPECTION [ ] F UNDATION 1ST ( ] ROUGH PLBG. ( FOUNDATION 2ND ( ] INSULATION [ ] FRAMING ( ] FINAL REMARKS: mil` r - DATE _ -� / ( �v INSPECTOR 765-1802 BUILDING DEPT. INSPECTION 7JFOIUNDATION UNDATION 1ST [ ] ROUGH PLBG. I 2ND L ] INSULATION [ ] FRAMING ( ] FINAL � ww REMARKS% o n' DATE INSPECTOR TEL. 765-1802 SUFFQIh C TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P O. BOX 728 ' TOWN I4ALL SOUTHOLD, N.Y. 11971 . C E R T I F I C A T I O N Date .2 i Building Permit No. v �`�' Z Owner ?I(„l1Aud M_.h121'VlL (please pri ) Plumber C,t"\2 e6 skyOwee a— (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (p umber ' s signature) Sworn to before me this / 7,� day of 194 NbtofiWipublic Notary Public, County VINCENT J KRUPSKi, JR NOIAPY f l.'Ll1C, Stole of Ncw York /ram No 52 -4612740 /r OuaL;icd It SvIfolk Courtly Commrssron Expues Match-30. 19 rJ'� 411y 3y 1,0005k7. THE NEW YORK BOARD OF FIRE UNDERWRITERS PACE ' BUREAU OF ELECTRICITY BS JOHN STREET, NEW YORK, NSW YORK 10038 NnVI?_MRk;R 'I4,19kk K52'116k8/Ak N 0�53 ik Date Application No.on file THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the eMicant nonsod on the above application number in the promises of MOHRTNG RNTFRPRTSES , 95 K1'14F ''iRf,Y T,ANF.;,. SOUTH Hof,0, N.Y. ,,�-)!!., ntrr in the following lor"�M B"mlea� LJ I st Fl. Ynd Fl. Section Block Lot uas examined on and found to be in compliance with the requiretnents of this Board. FIXTURE RXTURES I RANDS COOKING DICKS I OVENS IDI5H WASHES EXHAUST FANS OUTLETS ACLU SWITCHES NCANDESCENT FLUORESCENT y AMT. K.W. AMT, K.W. AMT. K.W. MT. K.W. AMT. M.I. 91 DRYERS FURNACE MOTORS 11UTURE AMUANO MMM PWALI10CPTj TIRRICLOCKS Epl UNIT WATERS D4NflET DIMMURS SYSTEMS AMC K.W. OIL N.P. GAS N.P. HAT. NO. A.W.G. AMT. AIM. T. Mrs. TRANS. ANT. M.I. No.OF NET Mr. WATTS 4 F SERVICE DISCONNECT JHO_PFJ S E R V 1 C E MT. Mr. TYPE ROUSp. 1/]W 1/3W 3/3W 3.ai NO,OF CC.COND. A.W.G. Na' F MHEG A.W.G. NO.OF NEUTRALS A.W.G. PER a OF CC.COND. OF MFIEO OF NEVIRAI i50 Cat 1 x ? 2/0 ? J0 OTHER AMARATUS: 4 TON AP, UPITTS—1 .1 1/9 TON A/C 14NITS-1 MOTORS;]-1 H.P. SMOKE Gk1TFC'1'0R:-4 i,p;NHRAI, !!.T,k1Cn"pfCA1I CON'T'NA 2047 SHb.11i,k.Y Pi,.ACk; - Y,AST MXADON. NY, 1.7.554 OENEfAI M IAOER Psr This certificate must not be altered in any manner; return to the office of tiw Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT,THIS CQPY OF CERTIFIGTE MUST NOT BE ALTERED IN ANY MANNER. VICTOR LESSARD EXECUTIVE ADMINISTRATOR Town Hall, 53095 Main Road �`r P O. Box 1 179 (516)765-1802o� �� Southold, New York 1 1971 OFFICE OF BUILDING INSPECTOR TOWN OF SOUTHOLD March 28 , 1988 Mohring Enterprises , Inc . 347 Glen Cove Avenue Sea Cliff, New York 11579 Re : Building Permit Application 95 Kimberly Lane , Southold , N .Y . Tax Map # 70- 13-20 . 1 Dear Mr . Mohring : Please fill out the enclosed application for septic permit and submit to the Town Clerk with a check for $ 10 . 00 along with a copy of your board of health survey . Also please send the original board of health survey to this office so that we may issue your building permit . Very truly yours , SOUTHOLD TOWN BUILDING DEPT . Victor Lessard Executive Administrator VL :gar encl . R�LYJu �o iMqjqiq!EilviMnmV9tal servation Room 219, Stony Brook, NY 11794 Re: r I"r Henry G.Williams (~{ �`'\l' f` \,..�„!' 1�}ulr 1 �• `,` C^ 1 1 �� 1 I\.1.11� ' , Commissioner Dear t'��•�' '� '1' 11j. ri A reviTew has been maol of your proposal ( �\l1` ,� ply ;Jl�.f� 1 �l� 1 �- Er ` � '� Ii f, l� � l � � �•��F(�' � 1�^1 oei � � � ��ll (� (rl «l�• l (...�� Base on the information you have submitted, the New York State De artment of E vironmental Conservation has deteraa ned that the parcel project is: _ Greater than 300 ' from inventoried tidal wetla ds, r r VLandward of a substantial man-made structure . ..`.\.,.►►1..( l! 4 �� v((tc greater than 100 ' in length which was constructed prior to 9 20 77 . Landward of the 10 ' above mean sea level elevation Contour on a gradual , natural slope. Landward of the topographic crest of a bluff, cliff or dune which is greater than 101 in elevation above mean gea level. Listed in Part 661 .5 of 6NYCRR (Tidal Wetlands Land Use Regulations) as a use pot requiring a permit or notification letter of approval. Therefore, no permit is required under the Tidal Wetlands Act (Article 25 of the Environmental Conservation Law) . Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the 10 ' contour or topographic crest without a permit, It is your. responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a result of your project . Such precautions may include providing adequate work area between the 10 ' contour or topographic crest and the project ( i.e. a 15 ' to 20 ' wide construction area) or erection of a temporary fence, barrier, or hay bale berm. Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not rel}eve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Deg td y Regional Permit Administrator BUILDERS, LAND DEVELOPERS,GENERAI CONTRACTORS 347 GLEN COVE AVENUE 516-671-0481 SEA CLIFF, NEW YORK 11579 December 8 , 1988 TQ14'r ?I 1 Town of Southold Building Department 1"_ain Road Southold, New fork 11971 Re • S .C .T .M. 0 1000-70-13-20 . 19 Dear Sirs : Enclosed please find two surveys in regard to the above captioned lot on Paradise by the Bay. These are Foundation Location Surveys as needed for the Building Permit . If there are any questions , feel free to give me a call . Thank you . Very truly yours , Richard ilohring enc . BUILDERS,LANO DEVELOPERS GENERAL CONTRACTORS 347 GLEN COVE AVENUE 516-671-0481 SEA CLIFF. NEW YORK 11579 nft Ll OU felt IT to May 16 , 1988 i �M Southold Town Building Dept . Town Hall Main Road Southold, New York 11971 Re - Building Permit #168672 Kimberly Lane , Southold Dear Sir : Enclosed please find a foundation location survey as requested, in regard to the above captioned . If you have any questions , feel free to give me a call . Thank you. Very truly yours , Richard Joh�rtn ,7 enc . w i 41 IU14N TRUSTEES SOUTHOLD, NEW YORK ai. A i' pin form: t information furnished in Application No. .,,576 ... filed by Applicant Richard Mohring,t„Jxt„ ( .......... 87...... A map of the proposed work will be kept on file in the Trustee Offlce under the application number given. 3 . �i b = t,`t To fill with 3000 cu. yds. of fill and to construe ' Permit granted to do the following work .......................... ............................... _ .......I...................... a house more than 75' from the bulkhead and extend a berm parallel. ....to the bulk: ...............................................................................I............I.... ........,............ . . head and approximately 40 ft. landward of existing bulkhead. (letter of no iurisd. '� iCtYbYi"W2g"issiieiT'ozi"t'fii "Iioizse Pine Neck Rd. & Kimberly .Tune, Southold. Location of property on which work to be done ..................................................................................... ..r.... .................,..1..............."........... ......................................... ................o........................................ .................. ................. .....e .....................................I...... ` property Socket...Creek . Creek, Bay or Harbor fronting ............... .,...: ..,.. ....,....,.. .., . ................... ro er ty .. .. ........................................................................................... ....................... ... ................. ................ Size of work: Length .............288:82..................................:,........... ...,..,.,..........,,..,.,.,,..,,.,,.,,..........,.. Width 133.26 alesynrni 'Jtt cKigrr Water ..............: ............................................................,.............. Depth Below Low Water ................................................................................................. Yards to be Excavated ..................................................................................................... Yards to be Filled .... ........3000..cur...Y.41s.:.......................................................:........... Mannerin which material is to be removed or deposited ......................................................................... ....................................................................... ........ ............................................................................... Intendeduse of property ......Restde.nteal........................................................ ................................... ................................................................................................................................................................. -------------------------•--- Conditions if any ..........................................................................I...........4........... ........................... ....................................................................................................I......................,,.............................I....... November 25, 1989 if work has not commenced b said date. Expiration Date ..................................................................................................Y.................................. �8pker of Inspections Required ,2;Trustees are to be notified upon completion of the ...............4......................... •.,. ............................. Inspection Fees ,$10.00 Paid receipt no; 32286 ..... ...... .............. ......................................................... Liability Policies in the Amount of ......................................................................................................... The validity of this permit is or may be subject to the approval of other governmental or municipal authorities. The Town accepts no responsibility in applying for or obtaining such approval. In the event that such approval is necessary, the holder of this permit shall not commence operations here- under until such approval has been obtained in writing. The failure to obtain such other approval when required shall subject this permit to immediate revocation by the Trustees upon receipt by the Trustees, of written notice from such other governmental or municipal authorities of its refusal or disapproval. The Water supply .lf sewage disposal i the tams for this residence will conform to the standards of the Suffolk County Deport- ment \\\ t J r � BLDG DEFT 'ss , TOWN LD OF LOT I s �X MAP OF PARADISE BY THE BAY r C` AT SOUTHOLD TOWN OF SOUTHOLD FILED NOV 411976 NO. 64 6 3 r 0 SUFFOLK COUNTY, NY 1000-70- 13-20.I Scale I = 40' July 14, 1987 s OAT / �Y '°,•ti «� 0 On r r � o O /rc+P{ ( e/9 hM F5 O � Cb x LOT 0 416 co �° � � P� ,�alt b' y B 5 q, LE SE N E 9 >\ ;. e Cb ,� n (aM apPI ,ant F, s37c nsibllity i s is arlltarn distanc a. mainta } and sewac� uetwe n a41 da PP Y Oo disPo at fa Illtles •R�' 39.27 ' t% WELL TO BE LOCATED ON WELL EASEMENT AS rk°� iSg/O N NOTED ON FILED MAP OF SUBDIVISION.( o *�3 I—ti ;,,a) R4 r /�32g �2 � � aSuBM82SlOG i Prepared in ardanee with the minimum SINGLE FAtiILY DWELLING ONLY standards for title surveys as established by ti the L.I.A.L S. and approved and adopte I EXPIRES TWO YEARS FROM DATE OF APPROVAL for such use by The New York State In /R��'vtsF»,Prof-HSF Sig,;, :a, .eez Title Association. RfYFSEL WC, U. rA77 Y "'r. 28. 1967 V AND SG SUFFOLK COUNTY C7PART,'11XNT OF I-; ,;LTy SERVICES FOR APTRCVAL OF CClwWTRLCil,:r ONLY on 9 o N Y S. 1,IC N Q 496I8 DATE 3. 16• $ 6 Ns R.F. No- 87• SO- 17� si * EC UR FIS & ENGINEERSP. C. nn " 51 —5 E APPROVED W ROAD �� .Y. 11971 �Fk SURVEY OF CV LOT I s MAP OF PARADISE BY THE BAY AT SOUTHOLD TOWN OF SOUTHOLD Is q �9 FILED NOV 411976 NO 6463 0 : SUFFOLK COUNTY, NY � 1000-70-13 -30.1 _� 3 Scale I = 40 4 July 14, 1987 , h o- m 0 / (o O W h 32 a o Soo ti oo�i p a sa n< Ny i'R i S o N 24 Cb / °r3 r ti LOT 2 2 \ ro / =r � �_ ) A � / �1� pfPg i .Nil i ? 0 M y l °R 600, 39 Z7 / A/ 4-A I N WELL TO BE L UCA TED ON srK IV030 l WELL EASEMENT AS 5310 W N NOTED ON FILED MAP C, / SUBDIVISION. F'Q< Y rU c/ zs 1, Alt` REM,, t N- ksSke se, , r fo�nsL o-{ten /oco-ft on 5/tr/88 Q,•�•Nds 25� 1. MEtjL9` pmpwW hi acotdaha Withdae 011 MVfth � w CF9�O standards for title wrveys as soubliabtd b S LIC N O 49618 the L.1.A.L S. and approved and ad _ _ for such use by The Nov York State land PEC ENGINEERS P. C. Tills Association. (51 P. O 1 546 Al AD _ SOUTH 1 1971 A 7_ mg77 SURVEY OF RCO I LOT I FF MAP OF PARADISE BY THE BAY AT SOUTHOLD TOWN OF SOUTHOLD FILED NOV 4,1976 NO 6463 �? O /,r,ra i SUFFOLK COUNTY, NY 1000-70-13-20.1 Scale I rr = 40' July 14, 1987 ?� ~\ o J114 4 b r i R, �t c/sue rv� V ro / Pia LOT 2 4v 2 1 co b 44j °gym € ' 500, 39.27 I t: NO TEr lF WATER 11 QUALITY IS INADEQUATE �N WELL TO BE LOCATED ON WELL EASEMENT AS rc A103. 3DSjt0 N SUBDINOTEDVISION. 1LED MAPCf 13 Re Prepared in accordance with the minimum �J,C.,/ standards for title surveys as established by �� "a� the L I.A.L.S. and approved and adopted , The at-supply & sewage disposal sys- for such use by The New York State Land tems for this residence will conform to the standards of the Suffolk County Depart Title Association. ment of Health Services AENSFd WFtr tp-a>701) �p IAND,q SUFFOLK COUNTY DEPAUT GENT Of HEALTH SERVICES NS• MFr�c9L� FOR t[:ROVAL CF CCNSTRUCTICN ONLY �O NYS. LIC NO 49618 DATE hS REF. NO I C _ 5 RSS: ENGINEERS P. C. APPROVED Q ROAD ,N.Y. 11971 87- 577 upply The water �4resi & e will deposal sthe tams frJF�l�tf��Hreaidenm will conform to the standards of the Suffolk County Deport- meet of Health Services. \ t � 'ss SURVEY OF M LOT I s MAP OF PARADISE BY THE BAY w AT SOUTHOLD TOWN OF SOUTHOLD FILED NOV 411976 NO 64 6 3 r 0� �1 SUFFOLKCOUNTY, NY 1000-70-13-20.1 Scale I ° = 40' AZI July 14, 1967 f 0 0AO ,141 . Il Yl'tl e1 Can h b p s! } (\ 90 LOT 2 0 o "S RED _& g y� tba t � 4g �NNo 0 °!1✓/ s 00 IV) the �?�ti tt'r; r ra4�oitsEbilit1 ti t i p,; p'e g�nitc,ry dt,tanc '• ma'ntu'sn ade Grid saws e 'sa £ � ^*;� 50 0 t t;�e�tavaer elf wG �;;,�;.sp�,lY R 3g.2�,• rlj�;�os' facilit .:lto - s•+ N WELL TO BE LOCATED OP stK NO3a I WELL EASEMENT AS NOTED ON Ow N SUBDIVISION.so FILED MAP OF n' ``1 "�ez Corr LuY.2e, 1 /Y4 133,26k aTa "JNLTm82S/8[6 r4 C, 44 �L`c� Preps accordance with the minimum C standards for tttle surveys as established by SINGLE FAMILY QbVELL I1RaG ONLY the L.1.A.L S. and approved and adopted PIRtS TWO YEARS FRONA CATL OF APPROVAL for such use by The New York State Land Title Association, Rd 4RS6U Y44 H,ECCtI !a, mr �— aewsrc wecc Con.vctr oc,, tia, LANDS l .c,'N�. MfT2G9G SUFFOLK COUNTY DZPARTf,',£AIT OF FIEALTH SERVICES FOR AFfROVAL OF CCtISTRUCTICN ONLY 7' N. Y S. LIC. N 0 49618 DATE—_I-: -8 � HS REF. NO. 87—SO. 171 i` '65ybl r7, U �R3& ENGINEERSP. C. n APPROVED Pe�_Q 3•, Bvs IN ROAD If I S D ,N.Y. 11971 s zt�o s SURVEY OF L 0 T I �. MAP OF PARADISE BY THE BAY AT SOUTHOLD TOWN OF SOUTHOLD , FILED NOV 4,1976 NO 6463 Cd 4t S U FFOLK COU NTY, N Y / y �/ 1000-70-13-20.1 3 Scole I ° = 40' 4 July 14, 1987 s * /. o Sept. 8, 7988 (find) srq, i o P / N ov Q / 'N �9Q• 2sy/ �/ Q � Op ry0 t y,/,�Y Jy>• CD +i w h F b F 4? \ _ / s ��e� a / LOT tea 2 M i3 HOW COMM DRARTMWi O(;WA rsrr SPAC4i FWILY DWELLING 9W s - / DATEIrc 3 Q8a HE R,EF 'pa aP rrVag it -r,vc� ', '' • ` ` lr 1 fi+:'i�lid6 }x 4+�i 00�"L u•On J, L �n rrt •• r '�., D�i1<„'�tni,�r � �� T! R c 9 27other ,tx^0 3 an;I i..q,,it f, h w1,6w �� • r EW of 1)*Pemm of 'wntevin9et Ifay LL CASEMENT AS NOTED FILED MAP OF SUBDIVISION. r /// �M Np3o5 I1 c rc e°� 3IO W 1/ N ` 1 aOJL 0-SO-17a I33 Y L4 £` �� ��r na�o rx y�oCBB ze,'taes h �\ �, c h • r; ti a O LANDS Y S LIC NO 49618 P 1 Ic 20 * ENGINEERS PC. �. S o NE, /1971 RR — 9 SURVEY OF a � � LOT I MAP OF PARADISE BY THE BAY ! 4 AT SOUTHOLD �C,' /sue TOWN OF SOUTHOLD FILED NOV 4,1976 NO. 64 6 3 j OAae SUFFOLK COUNTY, NY t' 1000-70- 13-20.1 ;• Scale I = 40' ; ,, A July 14, 1987 rr Q / o O OQ b u Z•+o hb s2 C / �O ry t so A, <0 V b.� m �0 A �i/ r3.r ti LOT p to p� Cb y 1 i>r 600, V rN / a ,�K '1 R .39.27 / 9• asrr C. WELL TO BE LOCATED ON N030 / WELL EASEMENT AS rc` 5`310 NOTED ON FILED MAP CF W cV SUBDIVISION. K�Me�'QC Y � /3a 26k ru C.i C4N4-` �o..�ec s�ien /aco-fion 5////88 LF NO .1. ME J- Prepared In aocord**ft wft mir:hwm t°y tt`0 standards for this wane as aetabibhod by A r�• the L I.A.L S. and approves and adapted N Y S LIC NO 49618 f• for such use by Tha New York State Land c 76 U ORS $ ENGINEERS P. C. Title Association s N ROAD , N.Y. 11971 BOARD OF HEALTH 3 SETS OF PLANS . .. . . . . FORM NO. 1 SURVEY . . . . TOWN OF SOUTHOLD CHECK � �� .-. . � BUILDING DEPARTMENT SEPTIC FORM . . • _ , •I_ . . _ _ . ; TOWN HALL NOTIFY SOUTHOLD, N.Y. 11971 CALL TEL.. 765-1802 MAIL T0 : Examined qo ,A. a 4 ., 19 9 0 Approved . .1 A avO , I90.0 Permit No Disapproved a/c . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . BLOG U7. ' TOWN Ci- SOUTHOLD (Building Inspector) APPLICATION FOR BUILDING PERMIT Datea " . ., 19 . . INSTRUCTIONS a This application 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 bt Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public stree, or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appl 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 issued a Building Permit to the applicant Such perm shall be kept on the 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 by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to th Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances c Regulations, for the construction of buildings, additions or alterations, or for r val or demolition, as herein descnbei The applicant agrees to comply with all applicable laws, ordinances, build e, ous o e, an egulati s, and t admit authorized inspectors on premises and in building for necessary inspe i (S ture of applica , or n a corporation) (Ma ling address of licant) Ui /(G dl y. / 10 y State whether applicant is caner, essee, agent, architect, engineer eneral contracto?, electrician, plumber or buildei . . . . . . . . . . . . . . . . . .. . . . . . . . - - . . . . . - . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . Name of owner of premises l�-!1<1�2CX V� j K . . . . . . . . . . . . (as on tl ax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) ALL CONTRACTOR' S MUST BE SUFFOLK COUNTY LICENSED Builder's License No Plumber's License No Electrician's License No Other Trade's License No 1. Location of land on which proposed work will be done . . . . . . . . . . . . �Cti V,�btw- House Number Str t Hamlet County Tax Map No 1000 Section -70 Block 3 . . Lot Subdivision�CN00 V$4 b � ( � Filed Map No . . Lot ame) 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy 0Pe.1L Z.Y�Y1 GC • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b. Intended use and occupancy J .�Wri^'tii vorj � .UtyW J 1.i.h� . . . . . . . . . . . . . . . . . . . . . . . 3. Nature of work (check which applicable) New Building Addition . . . Alteration Repair Removal Demolition Other Work (DescnpYion) 4. Estimated Cost . �.SG Fee . . . . . . . . . (to be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor . . If garage, number of cars . . .�. . . . . . . . . . . . . . . . . . . . . . 6 If business, commercial or mixed occupancy, specify nature and extent of each type of use . . 7. Diniensions'of existing structures,if any Front . Rear . . . . . . . . . . . Depth Height 1, i . . . . . . . NumberV Stories . . . . . . . . . . Dimensions of same structure with alterations or additions Front Rear . . . . Depth .•. . . Height . . . �y NumberSSjjf Stones . . . . . . 8. Dimensions'0f entire new construction Front . �y • -3 Rear -71 • 7. Depth . .�3•$ . Height s . . . Number of Stones '4. . . . . . . . . . . . . . . . . 9. Size of lot. Front 3 ,.�� Rear . .� �.R Depth . . 10 Date of Purchase }?- 11 !!. 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 . .1!1.Q. . . . . . . . . . . . . . . 13. Will lot be regraded hO. . . . Will excess fill be removed from premises Yes hio 14. Name of Owner of premises R .��� CND . . . . Address 4.3'v`40 \Ai A B-6 C-A Phone No. y�. 3pl �+ Name of Architect .��+5.� .� . CJeme.�� Address 11 Y� Phone No (07(a' 7 iZ7 Z. Name of Contractor V A1 R.f.K� �>4}� i Seg Address 347 . C-R4_i gye►hrc. Phone No tb? l � 15. Is this property located ithin 30 feet of a tidal wetland? *Yes ���. No . . . . . *If yes, Southold Town Trustees Permit may be required. PLOT DIAGRAM s 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 according to deed, and show street names and indicate whether interior or corner lot STATE OF NEW YORK, SS COUNTY OF ��jj l�.t L�.�f?Z Sit ' ".1Q�•12 1 y� being duly swom, deposes and says that he is the applicant (Name of individual signing contrast) above named. He is the Uw� C� f�UD( TIeGtGlr, , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before metl / p Q. � '. . dayof. . . . . . ,Ct. ., 19d(1 V Notary Public, ty pine A^� NI l NOTARY F'F';.iC q+a+�P'SMOf et New York . . . . . . d I 4875521a-,9 " i/�plicant) Quad �nd �n F�a^s��� my,,'/ Commission Exprea!�� 19fj 1 � ---------- � � - � � ---- -- ___---_-------- --- ��� - Low ��� .• l moll � 3 I f - -- -- - - -- - ------ - _ L.�.. .z,-,- -:; :cam. �: -�• �� P• -�CP GdNFO( INU TC7 I -� - �/ �, _— � I � I t-- � �I'`1 I�'I� ILL I I ► ,�,,,.'� r�•I•�i C'!�'��il��i� �'�UN��'["I�jl',�,,'' -ON .� r"q�•V`��T j G - f �� ?� - � .�• I _ _ _— — _— - _ __ _.__ . __ _ __ _ ___ — _ __ _ _ �'` 1� ' '/G _ �2 �'. ��tJ.��"% I'll (�N j7�'"�� , } � � � � ���� � Q � '^- - ( �v ��I 1 r ! t'�� r�►-4..A1=cam I��i"(T►�r�J�a ,� � , _ - 18`X1�" V Nr = I I I ►� �vT� �I-l- � I`�✓ a� {-� Imo. I �9 11 _ 11 - ! 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'f -� �f z� '� Drawn by, An � i �t�ftINU�S KEY.trYf e-N -� scale = Date : W , I, t I ..,...•.......,.�,.... �. � ��n-,•. .-.�.�. ,�.�,,,.�..a,,...".. --..,,..,.,�..n,�,.,�„-A_,�...__...,�.-.� �:.,,,s- .,,.R:._....N.,-�..:-...„...._..Y.....�*.....-.,..m.,_,.�._.-,.�..._....•.�,.....�...._.-.,.-.,..a......,-,., ,,.�._._,...r..,�.....,.,,�,�.,��..A...,.�..._..,.-._,�.-�,.� ..._.,.._.� ,".�....,w�.,�..� ...p.........,..,.......�.,...�._. a _..� �,_�., ._.._.-.... ,,. .,,.,..... . ...,,. . _ ...-.__�_,.. .._._.....-,_ .,.. ,r-..... ..,,. ,.......u.w-R,.___.,_..,,.,.._.....�.._ ......_ ......,.,._........,.....,�._ � .__ r-.,...•.�-_...__...�.".� .� .: --- I _OUTLINE SPECIFICATIONS AND GENERAL'NOTES , i 4 1 45. I 1. CONTRACTORS SHALL VERIFY ALL J0�AND FIELD CONDITIONS, AFFECTING ALL 24. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST _ 1/V INf�.-�'.>W r� ��'I i,�l� (3) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH , FIT AND BE PRESERVATIVE TREATED, WITH OIL-BORNE CHEMICALS OR CREOSOTE, TO N u l o Ie alb { t N L---�C-''6v�'hJ ! (4) FRAMING TO SUIT WORK CIF OTHER TRADES ! LOCATION OF THE WORK, REPORT, IN WRITING, TO THE ARCHITECT AND DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA __UJ I N L��W �O�p," vVf ��I� �o, IrJ SUL, _ .�L��' � (5) PI.(,'JIDE (2) 2 X 4 STUDS AT THE ENDS 0"BEAMS UNLESS ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR STANDARDS C-1 AND C-2. BEARING PLATES, AND MOISTURE BARRIER, SHALL BE _-- I N OTHERWfSEAFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF PROVIDED BETWEEN WOOD MEMBERS AND WALL. W I `VIIC�IN � � L� W INi _ i OTHERWISE NOTED ON DRAWINGS y� , ` �'�I� l N Dr ���I '` (6) PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES, RAFTERS, r GIRDERS, ETC.. THE WORK. 25. PROVIDE WOOD BRIDGING(7 -0" ON CENTER MAXIMUM SPACING) FOR ALL 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF WOOD JOISTS AND SOLID BRIDGING BETWEEN JOISTS AT BEARING ON WOOD STUD �=-+ pw �� ��F'C � �f'C� - [ J. SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS; THE NEW PORK STATE BUILDING CODE LATEST EDITION. BEARING WALLS. SECURE BOTTOM OF BRIDGING AFTER SUBFLOOR HAS BEEN -��� O� �`t'L'IGI�T�� �,,..�-=`f'l.-IG�I T� �N�L,� NAIL WIDTH 6d COMMON NAILS 6 INCHES O.C. ALONG SUPPORTED EDGES NAILED. -�iN `�U��� 1::2P dl< r,-6?U rg'�V AND 10 INCHES O.C. AT INTERMEDIATE SUPPORTS; BREAK JOINTS IN 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY, 47. ALL PARTITHONS EXTERIOR WALLS AND CEILINGS WILL BE COVERED WITH 1/2" ADJACENT COURSES; LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. THIS SHALL NOT BE 26, WHERE RAFTERSAND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE TECO FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT, WHERE REQUIRED, U-GRIP. 18 GAGE GALVANIZED STEEL JOIST AND BEAM HANGERS. THICK GYPSUUM WALL BOARD, 5/8" FIRECODE WALLS AND CEILING IN GARAGE. SHALL BE SIMILARLY INSTALLED. CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MOISTURE RIESISTANT GYPSUM WALL BOARD TO BE USED AT BATHROOMS AND MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARtE NOT SPECIFICALLY REQUIRED BY CODE. 27, WHERE TRUSSED RAFTERS, ROOF TRUSSES, GIRDER TRUSSES, AND OTHER OTHER"WETi" AREAS. ;K. ROOF SHEATHING, SHALL BE LAYED WITH FACE GRAIN AT RIGHT ANGLES TO PREFABRICATED FRAMING ARE INDICATED, SUBMIT A DETAIL DESIGN PREPARED SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; STAGGER JOINTS, PROVIDE 4. DO NOT SCALE THE DRAWINGS, ANY DfISCREPANCIES SHALL BE REPORTED, IN 48 PROVIDE FIFRESTOPPINGAS PER NEW YORK STATE GUIDING CODE META I AND SEALED BY A NEW YORK PROFESSIONAL ENGINEER, FOR REVIEW WITH L H CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF SUPPORTS WRITING TO THE ARCHITECT FOR CLAIRIFICATIQN. CALCULATIONS. REQUIREMEINTS. IS 24" O.C.. I 5. GENERAL CONTRACTOR SHALL OOORDI!NATE FOR EASE AND RAPIDITY OF 28. WHERE WOOD TRUSSES FRAME INTO STEEL BEAMS OR REST ON TOP OF STEEL 49, ALL LU!16r►"+c AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE ,L. FURRING, WHERE REQUIRED, TO BE TRUE TO LINE, NOT OVER 16" O.C. AND ' c c BEAMS PROVIDE CONTINUOUS 2" X 4" BRIDGING AT ENDS OF FLCIOR TRUSS, AS BUILDING C(ODE AND WITH THE NATIONAL DESIGN SPECIFICATIONS,FOR STRESS GRADE i CONSTRUCTION THE WORK 0 ALL TPJADES. ALL SLOTS, SLEEVES AND/OR OTHER FASTENED SECURELY. LUMBER ANtD ITS FASTENINGS. LUMBER IS TO BE FURNISHED AND INSTALLED OPENINGS TO BE COORDINATED AND STET BEFORE POURING CONCRETE. REQUIRED BY TRUSS MANUFACTURER. COMPLETE VvVITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING SADDLES, HANGERS, 54. ALL FLOORS COVERED WITH CARPET SHALL HAVE ( I) LAYER 3/4'" PARTICLE BOARD OR ETC. REQUIRtED TO COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS I ALL THIE NECESSARY SUPPORT BRACING SHORING 29, WHERE WOOD TRUSSES BEAR ON MASONRY, PROVIDE METAL ANCHORS AT APPROVED EQUAL, OVER SUB-FLOOR. FLOORS COVERED WITH OAK FLOORING, 3 6. CONTRACTOR SHALL PROVIDE , SHALL BE SUIPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST ETC., (TEMPORARY AND/OR PERMANIENT) AS REQUIRED FOR THE SAFE MAXIMUM INTERVALSOF 4 FEET ON CENTERS, RAVING MINIMUM CROSS QUARRY TILE OR CERAMIC TILE SHALL HAVE 1 LAYER OF 23/32" PLYWOOD SUB- INSTALLATION OF NEW CONSTRUCTION. - SECTION OF 1/4 " X 1-1/4" BY MINIMUM LENGTH OF 16" SECURELY FASTENED HANGERSAWD CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONSAND ;FLOORING. I TO TRUSS AND BUILT INTO MASONRY WITH SPLIT OR UPSET ENDS. WHERE JOISTS HARDWARE M1LIST BE INSTALLED IN ACCORDANCE WITH NEW YORK STATE BUILDING 7. CONTRACTOR MAY BADFILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN ARE PARALLEL TO WALLS, PROVIDE SIMILAR ANCHORS, AT 6 FEET MAXIMUM CODE REQUIFREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR (7) DAYS OF CONCRETE CURE TIME USING PROPER CONSTRUCTION METHODS, AND SPACING, ENGAGING 3 JOISTS. SPECIFIED TI'HEY SHALL BE FURNISHED INADEQUATE NUMBER AND SIZE. EQUIPMENT, TO AVOID DAMAGE TO THE WALLS. WALLS ARE BRACED ADEQUATELY AS DETERMINED BY AN INDEPENDANT STRUCTURAL ENGINEER HIRED BY THE CONTRACTOR. 30. FLOOR TRUSSES AND JOISTS SHALL BE DOUBLED UNDER PARTITIONS PARALLEL TO 50. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND. MORTAR TRUSSES&JOISTS. TO BE TYPE 5 OR N AND JOINTS TO BE 3/8" THICK TOOLED CONCAVE JOINTS, FULL 8. FOOTINGS SHALL BEAR ON SOIL, HAVIING A MINIMUM ALLOWABLE BEARING CAPACITY OF MORTAR BED)DING, HORIZONTAL JOINT REINFORCING TO BE TRUSS TYPE EVERY TWO(2) TONS PER SQUARE FOOT UNIDISTURBED VIRGIN SOIL. 31, ALL WOOD FLOOR TRUSSES TO BE FABRICATED WITH 2 X 4 *2 OR BETTER KD SECOND COUFRSE• - I SOUTHERN PINE, Fb 1750 P.S.L. 9. STEP FOOTINGS, WHERE ELEVATION(CHANGES, 1 VERTICAL TO 2 HORIZONTAL. 51. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL FIBERGLASS TYPE THICKNESS AS 32. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, SHOWN ON DRRAWINGS R-19. INSULATION SHALL 8E IN ROOF, CEILINGS LIVING SPACE , 10. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE CHIMNEYS, WINDOWS, DOORS, ETC.) SKYLITES TO BE DOUBLE INSULATED, SELF ABOVE GARACGE AND AT UNHEATED TO HEATED SPACES, ALL INSULATION TO HAVE A ; COMPRESSIVE STRENGTH AT 28 DAYS OF�'��0 PSI. SLAB ON GARDE TO BE STONE FLASHING WITH CURB. ALIGN WITH ROOF TRUSSES, INSULATE CEILING SPLAY. VAPOR BARRIfER SURFACE EXPOSED TO HEATED SURFACES. INSULATION AT MASTER CONCRETE WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS Of , ,500 BEDROOM ANJD MASTER BATH AND POWDER ROOM SHALL BE 2" UNFOILED FIBERGLASS I PSI AND REINFORCED WITH W.W.F. 6 X 6, 10 & 10. CONCRETE EXPOSED TO 33. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS, FOR OR ROCK WALL. WEATHER SHALL BE AIR ENTRAINED. HOLLOW LOAD BEARING CONCRETE BLOCK MASONRY UNITS ASTM C-90, AND SHALL BE HOLLOW LOAD BEARING CONCRETE BLOCK MASONRY UNITS GRADE N. 52, MAXIMUM WISER HEIGHT OF ALL STAIRS SHALL BE 8-1/4" AND MINIMUM TREAD f _'ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS, ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1000 SHALL BE 9"' PLUS 1-1/8" NOSING, ALL IN ACCORDANCE WITH STATE BUILDING CONFORMING TO ASTM A615-60;, REINFORCEMENT SHALL CONFORM TO ASTM PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR, FOR UNIT CODE, ALL SHOWN ON DRAWINGS. STAIR WIDTH BETWEEN HABITABLE SPACES + A185 AND A82. MA56NRY ASTM C-270 AND SHALL BE TYPE N MORTAR. ALL MASONRY WALLS AT DIFFEREMT FLOOR LEVELS, SHALL BE NOT LESS THAN 2'-8" BETWEEN AND CORNERS TO BE PROPERLY BONDED. HANDRAILS OR BETWEEN HANDRAIL AND WALL. SEE PLANS FOR WIDTH OF STAIRS. ' 12. DETAILS AND GENERAL PROVISIONS„ FOR CONCRETE CONSTRUCTION, SHALL ALL G�N�Tf2UG?IDN ��H�1-L l�'Mf L`� �'ULtr•( W ITtf 34. WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUS$TYPE METAL 53. ALL CARPEMTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE CONFORM TO THE REQURIEMENTS OF THE LATEST ACI BULDINGS CODE, ACI 318, N�I-1, Ai�r'LIG ('tom JV'I:JI�� OIr Trf1~' �Cv� JDK'!< APPROVED BY THE ARCHITECT. HORIZONTAL CONTINUOUS TRUSS REIN- PRACTICE, MECOMMENDATIONS OF MANUFACTURERS' AND IN CONFORMANCE AND MANUAL ACI 315. FORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY 2ND COURSE. WITH THE NEEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS. 13. ALL STRUCTURAL STEEL SHALL BE MEW AND CONFORM TO ASTM A 36• VERTICAL SPACING, OF REINFORCING, MUST NOT EXCEED 16 INCHES. WALLS G�p�= - f - �ILI"'IN6 SHOULD BE BRACED DURING CONSTRUCTION UNTIL UNTIL THEY ARE ADEQUATELY A. FASTEN;SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, 'rA 51Z G"T t e L . i?I7<'I e. at t TI ANC ; CERTIFICATIQN 14. THE DESIGN, FABRICATION AND EREICTION, OF ALL STRUCTURAL STEEL, SHALL BE ANCHORED TO THE ROOF SYSTEM. BRACE, [PLUMB AND LEVEL ALL MEMBERS AND SECURE WITH SUFFICIENT r�c�p` pL� . pAY�,GL NG 1 '`> Ti-lAh1 �� THESE PLANS HAVE BEEN PREPARED BY OR 'IN ACCORDANCE WITH THE LATEST EIDITION OF THE AISC SPECIFICATION. NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. Of- 6�a- � /All v. c-,A, iuf7r1O ;e TENir 720 , ExTEoort. UND?ER THE DIRECT SUPERVISION OF T1. UNDER- 35. ALL DOORS, OPENINGS AND WINDOWS, TO BE SET WITH TOP AT 6 -8 A.F.F. M�� , ALL �vl��ti(� I`��►J��' �-+�U- t�AVlr SIGINED AND TO THE BEST OF THE UNDERSIGNED'S UNLESS OTHERWISE NOTED. B. STRAP ANCHORS 1/4" THICK BY 1-1/4" WIDE AT LEAST 16" LONG AT 15• SHOP AND FIELD CONNECTIONS SHALL BE WELDED, OR MACHINE BOLTED, WITH - U_VSnL tJ��% �.� P ��z t�1 r�C� I� TAT-3L �. I KNC)WLEDGE, INFORMATION AND BELIEF CONFORM MAXIMUM INTERYALS OF 4', ON EVER THIRD TRUSS NAILED WITH 3 8d ASTM 233 E i'0 SERIES ELECTRO�ESAND A307 BOLTS, WITH LOCK WASHERS. 'Y TO "THE NEW YORK, STATE ENERGY CONSERVATION, 36. ALL MATERIAL TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS NAILS TO SIDE OF LOWER HALF OF TRUSS, AND WITH OUTER END EMBEDDED 16. PAINT ALL STEEL, ONE SHOP COAT OPF RUST INHIBITIVE PAINT, AND FIELD TQUCH 'AND SPECIFICATIONS. IN WALL., AND 2 INCHES FROM INNER FACE OF WALL. U�� = a C r� COMSTRUCT ION CODE. ;UP EXCEPT FOR AREAS TO BE WELDED, COLOR TO BE GREY UNLESS OTHERWISE pr SPECIFIED BY THE ARCHITECT. 37. PROVIDE MINIMUM 50 C.F.M.FAN CONTROLLED WITH A SWITCH, AT ALL C. SECURE TRUSSES, TO STEEL BEARINGS, EVERY THIRD JOIST. _ -- t ' BATHROOMS WITH NO NATURAL VENTILATION, DUCT TO OUTSIDE. <)�����NG " 5g 17. ALL STRUCTURI',L WELDING SHALL (BE PERFORMED, BY CERTIFIED WELDERS, IN NAIL LAIPPED JOISTS-OVER ANY BEARING TOGETHER WITH TWO 1 Od NAILS, . Ufloa _ . 40 COMPLIANCE WITH THE AMERICAN 1WELDING SOCIETY'S STANDARD 38. ALL GLAZING AT GLASS DOORS, ENTRANCE SIDELIGHTS, TUB AND SHOWER SECURE BUTTED JOISTS WITH 1 INCH WIDE BY 18 INCH METAL STRAPS AND Unr%rM� ws�L' • �� `(QUALIFICATION PROCEEDURE. ENCLOSURES SHALL BE FULLY TEMPERED AS PER A-207-A. GLASS TO BE TWO 8d1 NAILS TO EACH JOIST. 12s i� 10.0 IDENTIFIED. ALL SHALL BE IN ACCORDANCE WITH N.Y. STATE BUILDING CODE 18. ,TERMITE PROTECTION (METAL TYPE:) SHALL BE AS DETAILED IN NEW YORK STATE; REQUIREMENTS. E. WHEREWER TWO ADJACENT AREAS ARE FRAMED WITH TRUSSES, SO THAT T . _ENERGY NOTES: i 'BUILDING CODE MANUAL. SOIL POIISONING SHALL CONFORM TO HEALTH DEPARTMENT ENDS QF' TRUSSES FROM ONE AREA ABUT THE SIDE OF A TRUSS IN THE OTHER ' AND ALL APPLICABLE STANDARDS IMSTALLED BY LICENSED APPLICATOR. 39. FOUNDATIONS WALLS TO BE 8% 10% 12", 14% OR 16" POURED CONCRETE AS AREA, SMCH ABUTTING ENDS SHALL BE SECURED AGAINST LATERAL. a• DOORS, FRONT SIDE, INSIDE TO GARAGE - U-40. SHOWN ON DRAWINGS. MOVEMENT, WITH 1-INCH STRAPS, WHICH SHALL LAP ABUTTING ENDS AT Rev. Date Remarks LEAST 81-INCHES AND BE FASTENED THERETO WITH NOT LESS THAN THREE 8d b. WINDOWS GLASS DOORS ALL GLASS U-.58 19, 'ALL WALL BEARING BEAMS TO HAVE:STANDARD ANGLES, ANCHORS AND BEARING _ 40. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 7. NAILS AND EACH STRAP SHALL EXTEND ACROSS AT LEAST THREE TRUSSES, IN PLATES, UNLESS OTHERWISE NOTED). FOUNDATIONS TO BEAR A MINIMUM OF V-0" INTO UNDISTURBED SOIL WITH A THE ADJACENT AREA, AND BE FASTENED TO EACH TRUSS CROSSED WITH ONE C. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO SUBMIT THE SIZE, DESIGN AND c��•/`� �1 '� � I low ✓ ���►`tom �j 20. ALL WOOD POSTS, RESTING ON TOP OF CONCRETE WALLS, SHALL HAVE CLIP ANGLE MINIMUM ALLOWABLE BARING CAPACITY OF 4000 PSF MINIMUM ALL IN 8d NAZI,,. TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED IN SUFFICIENT DETAIL AS IS ANCHORAGE TO CONCRETE BASE. ALL POSTS, RESTING ON TOP OF STEEL BEAM, ACCORDANCE WITH NY STATE BUILDING CODE. EXTERIOR FOOTINGS TO BE 4'-0" REQUIRED BY THE BUILDING DEPARTMENT. SHALL HAVE CLIP ANGLES BOLTED OR WELDED TO THE FLANGES OF THE STEEL MINIMUM BELOW FINISHED GRADE. F. PROVIDEE SOLID SURFACES AT LEAST 1-1/4 INCHES WIDE;.IN BOTH DIRECTRONS, AT ALL CORNERS FOR SECURING SUBFLOORING, DRYWALL, ETC., d. ALL DOMESTIC HOT WATER 1400 MAX. SETTING. BEAM. 41. REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR POURING FORM SIURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD t 21. ALL STRUCTURAL FRAMING LUMBER SHALL BE 2 OR BETTER HEM-FIR- Fb=1 150 CONCRETE SLAB. INTERIOR SLABS ON GRADE TO BE POURED IN COMPACTED BLOCKIN40 SECURED AT LEAST TWO 8D NAILS AT EACH END. e. INSULATE ALL DUCTS AND PIPING AS REQUIRED BY CODE. A��t_ _ Awm7 POROUS FILL OR SUITABLE ON-SITE MATERIAL. A 4 MIL THICK POLYETHELENE P.S,I. & E 1,400,000 P.S.I. UNLESS OTHERWISE INDICATED. AND/OR SHOWN, VAPOR BARRIER SHEET TO BE LAVED UNDER SLAB. SLAB TO BE STEEL TROWELED. G. PROVIDEE, AT LEAST, DOUBLE JOISTS OR TRUSSES, AND HEADERS, AT WATER f. ALL FIREPLACES TO BE PROVIDED WITH DAMPER FOR OUTSIDE COMBUSTION AIRa WITH SPF UTILITY SHOES AND PLAITES, STUD GRADE FPF: ALL LINTELS SHALL BE HEM- iyyI ,W �'"'` ` IF FIR WITH Fb = 1 150 P.S.I.. SLAB TO BE REINFORCED WITH W.W.F. 6 X 6/1010. CLOSET [DRAIN BENDS, AND AT ALL VENT AND MECHANICAL OPENINGS 2' OR 150-200 CFM. FLUE TO HAVE TIGHT SEATED DAMPER TO MAINTAIIN MINIMUM � tt } ,�• iT � ;T � s MORE (NJ WIDTH UNLESS OTHERWISE SHOWN ON THE DRAWINGS. AIR LEAKAGE TO 20CFM. INTERIOR OPENING TO BE PROVIDED WITH HEAT 42. FOUNDATION WALLS WILL BE DAMP PROOFED FROM BOTTOM OF FOOTING TO 22. ._._ALL ROOF AND WALL PLYWOOD PANIELS SHALL BE EXTERIOR CDX GRADE, WITH RESISTANT GLASS DOORS. EXTERIOR GLUE, SHALL MEET THE R!EQUIRCMENTS OF THE LATEST EDITION OF THE WITHIN 1" OF GRADE WITH TROWEL COAT OF BITUMINOUS MASTIC. H. TAIL JOHSTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN i 'U.S. PRODUCTS STANDARD PS-1, AND SHALL BE IDENTIFIED WITH THE SEPARATED BY A LAYER OF ASPHALT SATURATED MESH. APPROYEED METAL STIRRUPS, OR HANGERS, AND SPIKED SECURELY UNLESS g. REFER TO SCHEDULE ON DRAWINGS FOR THERMAL TRANSMITTANCE OF WALLS, APPROPRIATE GRADE TRADEMARK OIF THE AMERICAN PLYWOOD ASSOCIATION. SUPPORITED ON A WALL OR GIRDER. CEILINGS, ROOFS AND FLOORS. 43 ALL INTERIOR PARTITIONS SHALL BE 2" X 4" WOOD STUDS 16" ON CENTER WITH • ALL PLYWOOD SUBFLOOR PANELS SsHALI BE OF SAME AS ABOVE, AND SHALL MEET 1/2" GYPSUM BOARD, UNLESS OTHERWISE SHOWN ON DRAWINGS. I. ALL STWDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN TYPICAL LIVE LOAD SCHEDULE THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD I PS-L, AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF STRICT ACCORDANCE WITH WITH NEW YORK STATE CODE AND AS NOTED HEREIN. j THE AMERICAN PLYWOOD ASSC�CIATf ION. 44. ALL EXTERIOR WALLS TO BE 2" X� W000 STUDS 16" O.C. WITH 1/2" GYPSUM • + FLOORS 40 PSF - I BOARD SECURED TO THE INNER SURFACE OF STUDS, OUTSIDE TO BE COVERED (1 ) SECURE SOLE PLATES WITH 16d NAILS 15" O.C. THROUGH ATTIC 10 PSF WITH 19/32" PLYWOOD SHEATHING COVERED WITH' "TYVi=KiLDI1�►� SUBFLOORINGAND INTO BLOCKING, AND�PROYIDE ROOF 30 PSF Project Not Drawing No: 23. ALL EXTERIOR EXPOSED POSTS, GINDERS AND JOISTS SHALL BE WOOD PRESSURE g� • TREATED IN ACCORDANCE WITH THE.REQUIREMENTS OF THE CORRECT AWPA �'/ �• SUITABLE SPLICE PLATE AT END, SECURELY NAILED IN PLACE. BATHS 40 PSF LIVE LOAD + 20 PSF DEAD LOAD r STANDARDS C-i AND C-2 FOR WATER-BORNE PRESERVATIVE TREATMENT. ALL (2) STUDS NOT LESS THAN 2 X 4 16" O.C. DOUBLED AROUND OPENINGS FLOORS W/CONCRETE BED AND TILE OR MARBLE FIRST FLOOR = 20 PSF DEAD LOAD Drawn by= 'WOOD MUST BE LABELED CERTIFYINJG CONFORMANCE TO REQUIREMENTS. AND TRIPLED AT CORNERS. _BOTTOM CHORD ALL TRUSSES- MINIMUM 1 OPSF DEAD LOAD. _. Scale = ,, NTG� - - Date = l / � CJ +