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Home My WebLink About16867-zFORM 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 Location of Property 95 KIMBERLY LANE House No. County Tax Map No. 1000 Section 70 Block 13 Subdivision PARADISE BY BAY Filed Map No. 6463 ONE FAMILY DWELLING SOUTHOLD r NEW YOP, K Street Lot 20.1 Lot No. Hamlet conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 28r 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 MOHRINGr JR. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 87-SO-179 - 12/19/1988 UNDERWRITERS CERTIFICATE NO. N-045338 - NOVEMBER 14r 1988 PLUMBERS CERTIFICATION DATED JANUARY 12~ 1989-CHARLES SANCHEZ Building Inspecto~ Rev. 1/81 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) No- 16867 County Tax Map No lO00 Section . ,q)."J.O Block ....... ~k..~-~ ...... Lot No ....~..0.. :,.~ .... pursuant ,o application doted .... --..~~ ..~..~ ...... 19.~.x~...,'- and approved by the Buddmg Inspector. ~0/80 BLDG. DEFT, TOWN OF SOUTHOLD TOWN OF SOUTHOLD BUILDING DEPARTHENT TOWN HALL SOUTBOLD, NEW YORK 765 - 1802 11971 NEW CONSTKUCTION Location APPLICATION FOR CERTIFICATE OF ....... OLD OR PRE-EXISTING OCCUPANCY BUILDING ...... VACANT LAND.. of Property ...................................................... HOUSE NO. ' HAHLET Owner or Owners of Property con.ty Tax ,ap No. ,000 Section .~..~... R~oeR ..L~... Lot .---~-.'.1... Health Dept. Approval .................. U~der~r£ters Appgova[ .............. Planning Board Approval ................ Request for Temporary Certificate ....... Final Certificate Fee Submitted: APPLICANT .... rev. I0/~4/88 FOUNDATION (1 t/) FOUNDATION 2. ROUGH FRAME PLUMBIN~ INSULATION PER N. Y. STATE ENERGY CODE FINAL IONAL COMMENTS: 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ I ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING ~FINAL DATE INSPECTOR F(~/_._. 765-1802 BUILDING DEPT. INSPECTION [ ]pUNDATION 1ST ~ ] ROUGH PLBG. / FOUNDATION 2ND [ ] INSULATION FRAMING ~r ] FINAL REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION ~ /~OUNDATION 1ST I- ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL DATE ~ INSPECTOR~~ TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P O. BOX 728 TOWN HALL SOUTHOLD. N.Y. ! I971 TEL. 765-1802 CERTIFICATION (please p~ ~h~f)- (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this / Notary Public, / THE NEW YORK BOARD OF FIRE UNDERWRITERS !,0006gI BUREAU OF ELECTRICITY ~- NOVgH~ ~ ~, 1 ~BSJOHN~ ST~. NEW YORK.RI~W YORK 10038 THIS CE~I~IE~ THAT HOHS[NG ENTERPR ~E,. 95 E{MBE~LY hANg.. SOUTH HOL{), DRYERS FURNACE FUTURE AIq'~ANCi ~ TIMICLOCXS UNITHIATEIIS M?w~TI'-G~JRIT NO. O1~ FlIT S~RVIC:E OISCONNECT ,~C~;N~; NO, 5~73~: This certificate must not be altered in any manner; return to the office of the if incorrect. Inspectors 1'I be ideflfified their credenlials. COPY Fm BUILDING DEPARTMENT. THIS ~ OF CERTIFICATE 14/~T ~E ALTERED IH ANY MMi~R. ,I VICTOR LESSARD EXECUTIVE ADMINISTRATOR ($16) 7654802 OFFICE OF BUILDING INSPECTOR TOWN OF SOUTHOLD March 28, 1988 Town Hall, 53095 Mare Road PO. Box 1179 Southold, New York 11971 Mohring Enterprises, Inc. 347 Glen Cove Avenue Sea Cliff, New York 11579 Re: Building Permit Application 95 Kzmberly Lane, Southold, N.Y. Tax Map #70-]3-20. ] Dear Mr. Mohring: Please fzll out the enclosed application for septic permit and submit to the Town Clerk wzth a check for $]0.00 along wzth 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. VL:gar encl. Victor Lessard Executive Administrator ~.~uYlql'~6c~ t e~l~ ~.~ g ~t~n ~=c~ ,E %v~ Et~q,m~ e t, als~R~s erv a!lo n Room 219, S~ony Brook, NY 11794 · . -- - ,Cqmmlssloner <t,"t 1',t t't. II.L.<L- to,.-/%- ', < bl . ,'.',r.. .... B~n kbe information you have subm~tLed, the New York State Department of Epvironmental Conservation has determined that the parcel ../,~ pro~ect ~s: .. Greater than 300' from inventoried tidal wetlag~s. y~ Landward of a substantial man-made structure greater than 100' in length which was constructed prior to 9/20/77. Landwar~ of' the 10' above mean sea level ~levgtion contour on a g~adual, natural slope. Landward of the topographic crest of a bluff, cliff or dune which is greater than 10' in elevation above mean ~ea level. Listed in Part 661..5 of 6NYCRR (Tidal Wetlands Land Use Regulations) as a use not 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, responsibl%ity 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 relSeve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, . . Oep~{ty-Regional Permit Administrator December 8, 1988 Town of Southold Bu~ldmng Department Ka~n Road Southold, New York 11971 Re' S.C.T.M.# 1000-70-13-20.19 Dear Sirs: Enclosed please find two surveys mn regard to the above captioned lot on Paradise by the Bay. These are Foundation Location Surveys as needed for the Buzldmng Permmt. If there are any questmons, feel free to give me a call. Thank you. Very truly yours, R~l//~~ng May 16, 1988 Southold Town Building Dept. Town Hall Main Road Southold, New York 11971 516-671 -O~t81 Re. Building Permit #168672 Kzmberly Lane, Southold Dear Sir: Enclosed please fznd 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. Ve~ry~truly yours, Richard Mohr~ng J~'. enc. SOUTHOLD, NEW YORK ~ .... . Richard Mohring~...J.X.~.. information furnished in Application No.....5..7..6. ........... filed by ~.~ ...................................... of the proposed work will be kept .................................... on Au~. Bt t08~ ...... A map on file in the Trustee Office under the apphcatlon number,given. . To fill wzth~ 3000 au. 7ds. of fill and to oonstruc Permit 9ranted to do the following work ............................................................... : ................................. a 'house more ~;han 75' from the bulkhead and ex%end z~tT6~ ~g ~ssue~ on %~e House. ) Pine Neck ~d. & Kimberly .~ane, Southold. ~at~on of 9~ope~ oa ,which work to ba dope .................... 'i". ............................ ' ................................ Creek, 8ay or Harbor [ronfi,~ proper~ ..~?.5~L..~. ................. .,...%..~ ............................... % ........... 288.82 Size of work: [e~th ................................................................... WNhh .................................................. Depth Below Low Water ............................................................ ....................... . . . . . . .. .. . · · · ~Yards to be Excavated ..................................................................................................... Yards to be Fdled ........... .3.O..O..O....c...u.;...~.~.s..; ....................................................... : ........... Manner in which material m to be removed or deposited ......................................................................... Reszdentzal Intended use of property ......................................................................................................................... Conditions if any ................................................................................................................... , .................. 2-Trustees are to be notified upon,.c,,o, mpletion o£ the wN~r~.er of Inspectmns Required ....................................................................... . ................................. The validity of this permit Is or may be subject to the approval of other governmental or municipal authontms. The Town accepts no respons~bd~ty 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 shah subject this permit to immediate revocatmn by the Trustees upon receipt by the Trustees, of written notice from such other §overnmental or municipal authorities of its refusal er disapproval. The water supply .& sewage d,sposal ~ys- LOT I MAP OF PARADISE lilY THE BAY AT SOUTHOLD TOWN OF SOUTHOLD FILED NOV 4,1976 NO. 64 6 SUFFOLK COUNTY, NY 1000-70- 13-30.1 Scale I"= Julyl4, 1987 ~/0× ,/ mainta t)etwe~ LOT 2 <~ ihttes NC onsibdit' yd ::)ply and sewag ,~ WELL TO 8E LOCATED ON ~ '~ WELL EASEMENT AS ~ NOTED ON F/LED MAP OF ' ~Z~ ~-'"'-,..~ SUBDIVISION. ~ - ,r~ ~ I~'C./~ ~. Prepared in ordance wJ~ the minimum s~andards for title su~eys as estabhshed by SINGLE FAMILY DWELLING ONLY ~h. LLA.~ S..~a ~pp~o~.a ~nd .dopt., EXPIRES TWO YEAR~ FROM DATE OF APPROVAL ~o~ ,u~h .,. ~y th. N.~ Yor~ State I~ ! SUFFOLK COUNTY DZPAET;4EHT OF I-,~M,TH $~RVICE$ FCR APFECVAL CF CCIR5~UC~iC~r: ONLY ~,(~~ N Y S. LIC NO 49618 - ,q ~',',~-~,,~J,~ - , *~[C~.;~UR~JS ~ ENGINEERS R C. SURVEY LOT I MAPOF PARADISE BY THE BAY AT SOUTHOLD TOWN OF SOUTHOLD FtLEDNOV4~I976 NO 6463 SUFFOLK COUNTY, NY J O00-70-JS-20J Scale I"= 40' July14~1987 / / / / LOT 2 00, ~,~ / ~ I WELL TO BE L OCA TED ON '~ I WELL EASEMENT AS / - NOTED ON FILED MAP C~ , "~~ / ~ su~o~v~s~o~. -,rL ~ IO.C.J ~ N 0 49618 SURVEY OF LOT I MAP OF PARADISEBY THE BAY AT SOUTHOLD TOWN OF SOUTHOLD FILEDNOV4~I976 NO 6463 SUFFOLK COUNTY, NY I 0 00- 70- 1:5- L::~).l Scale 1" --- 40' July 14, 1987 NO TE~ IF WA TER ~ OUALITY IS INADEOUA TE ~ ~_ WELL TO BE LOCATED ON >repared in ac~~el~s~shedmlmmumbyb ~' d o roved aha aaoptea ~e L I.A. LS. a~veal and ~opt~ for ~uch use by The New York State Lon~ terns for thru residence wdl conform Io the TJlJe Assoclahon. standards of lhe Suffolk County Depart ment o~ Heallh Seduces SUFFOLK COUNTY DEPAr~'TkSENT OF HEALTH Sr:RVICES FOR tr/~ROVAL CF CONSTRUCTION ONLY DATE J'~S R~:F, NO APPROVED N Y S. LIC NO 49618 RS & ENGINEERS R C. )AD N.Y. 11971 577 The waler ~pp~y & sewage d~posal terns ~I,~A~resldence wil~ conform to the slandalda of t~e Suffolk ~unly Depafl- ment ~ H~llh SURVEY LOT I MAP OF PARADISE: ElY THE BAY AT SOUTHOLD TOWN OFSOUTHOLD FILEDNOV4~I976 NO 6463 SU'FFOLKCOUNTY, NY 1000-70-/3 - ~,0.1 Scale I" --- 4.0' ,Julyl4~ 1987 / ~ ,;: ' *,.C ~ '~''.~, ~ ,, . ~ "* NO ~ t I / / I T ~'ELL EASEMENT AS r~ , s ~ ~ I I I I~ NOTED ON FILED MAP OF ~' ~~ '~ 1/ / ~ su~o~ws~oJ. , ~,. ~ ~ I .i' (,~ ~"~ ~'2 ' ~ ~t~nd=rds for~[lle ~u~ey~ =~ e~tablbhea SINGLE FAMILY DWELLING ONLY ~ L.I.A. LS. and ap~ed and XPIR[8 TWO YEAR8 FROM DATE OF APPROVAL ~o~ .u,~ ~,. ~ z~. ~.w ~or~ Sto~, SU"~LK COUN~ D~PA~T},~[NT OF "~,AL~H SI[VICES /, , ~F:,(~ J N.Y,S, L~C. NO 49618 ~. %~ ~: ~.~,~~7~o '' S~D ~ N.y. I / .~o SURVEY OF LOT I MAP OF pARADISE BY THE BAY AT SOUTHOLD TOWN OF SOUTHOLD F~LED NOV 4-, 1976, NO 64 SUFFOLK COUNTY, NY 1000-70-13 Scole I" July14~1987 Sept. B, 1~8~ (final) Sl~ FAMILY ~ELL~ ~ / LOT 2 ,to BE LOCATED ~ EASEMENT AS NOTED MAP ~ S~DIVI$1~. LOT I MAP OF PARADISE BY THE BAY AT SOUTHOLD TOWN OF SOUTHOLD FILED NOV4~I976 NO. 6463 SUFFOLK COUNTY, NY ~ 000-70-13 -20.1 Scale t"= 40' July I4., 1987 / / ! / LOT 2 // ~ ~ ~ / WELL TO BE L OCA TED O~ ~-'~ /~ /t WELL EASEMENT AS ,, ~cmdc~rd~ for t~tfe eu~ as ealabl~.,hed by the LI.A.L$. and approved and c~doptecl for such use by Yh~ New York State Load Title As$oc~ahon ~~ N Y S LIC NO 49618 UP~. ORS~ENGINEERSRC ~D,N.Y. 11971 Examined .'~ ¢..x.c~. ~., Disapproved a/c 19~.~. Permit No ) ~9 ~./~.~. -~ FORM NO. 1 SURVEY , TOWN OF SOUTHOLD CHECK ~-' BUILDING DEPARTMENT SEPTIC FORM ..... .~. ...... TOWN HALL NOTIFY SOUTHOLD, N.Y. 11971 TEL.. 765-1802 CALL ................ MAIL TO: (Building Inspector) APPLICATION FOR BUILDING PERMIT Date ....... 19.. INSTRUCTIONS a Tins application must be completely filled m by Wpewnter or In mk and submitted to the Bmldmg Inspector, with sets of plans, accurate plot plan to scale· Fee according to schedule bt Plot plan showing locaUon of lot and of buddings on premises, relatlonsinp to adjommg premises or pubhc stree, or areas, and giving a detmled description of layout of property must be drawn on the diagram whmh Is part of tlus appl caOon. c. The work covered by ti'us apphcatmn may not be commenced before issuance of Budding Permit d Upon approval of this application, the Building Inspector will issued a Budding Permit to the apphcant Such perm shall be kept on the premises avadable for inspection throughout the work e. No buddmg shall be occupied or used m whole or in part for any purpose whatever until a Certificate of Occupanc shall have been granted by the Budding Inspector. APPLICATION IS HEREBY MADE to the Budding Department for the msuance of a Bml&ng Permit pursuant to th Building Zone Ordmance of the Town of Southold, Suffolk County, New York, and other apphcable Laws, Ordinances c Regulations, for the construction of buddings, additions or alterations, or for r~val or dernohtton, as herem descmbe, The applicant agrees to comply with an apphcable laws, ordinances, buddn3~gffe,,,jffousj~o~e, an31/regulat~,gfts, and t admlt authorized inspectors on premlses and m building for necessary in.~.~/~/~ ~.... (Sl~rfiture of appbca~, or n~rfi, jK, j,f~ corporation) · y.3 cA-. ....... /D~ (.M. a3hng adrdress~ of .fi~Sl2.hca~nt) State whether applicant ls~essee, agent, architect, engmeer~'~ral contracto~.)electnclan, plumber or bulldei Name of owner of premmes . .~.(4- kO, ~--q~ ~CO~ ~' 14~._ (as on tlf~tax roi1 or latest deed) If apphcant is a corporation, signature of duly authorized officer (Name and title of corporate officer) ALL CONTRACTOR'S MUST BE SUFFOLK COUNTY LICENSgD Builder's L~cense No ........ Plumber's L~cense No ... Electrician's License No Other Trade s License No 1. Location of land on which proposed work will be done ................. .· Cc d House Number ' ' 'StrUt ' ' Hamlet County Tax Map No 1000Sectmn 20 .. Block [~ ..... Lot ~' J Subd,v,s on q d;$g FdedMapNo ~q~5 . .. Lot [ ..... 2 State exmtmg use and occupancy of premmes and intended use and occupancy of proposed construction ............................ o u,an, ..t ....................... 3. Nature of work (check which applicable) New Building Repair .. . Removal ........ Demolition Addition . . . Alteration ..... Other Work ...... 4. Estimated Cost \ 50 [3 C~C.) (Descnp.tion) .... ~ ................. Fee ....................... (to be prod on fihng th~s apphcat~on) 5. If dwelhng, number of dwelling ~lts ...... Number of dwelhng units on each floor ......... If garage, number of c~ ...................................... ~ 6 If bus~ness, commercml or mxx~d occupancy, specify nature and extent of each type of use ....... 7. Dlmens~ons;o~xlstmgs~ctures, l(any Front ....... Rear ........... Depth ....... Height t. t ........ Number of S/ones ...................... D~ensmn~ of Same stmc~r~ w~th alteratmns or ad&hons Front ......... Rear ......... Depth . } i .......... He~t .............. NumberafStones ......... t . ~l.. . 8. Dm~ensmns'~en[~re new constmctxon Front . ~ ~, 3 . Rear Height .~ .... Number of Stones .. ~.. 9. Slzeoflot.~ont 1~3,.~ . . Rear..I .~ .~ . . Death .. ~,~ .... I0 Date of Purckase )~ /1~)~. . . NameofFo~erOw~e}' ~;1~,~ k~ ~'~4 . 11. Zone or use d~stnct ~n which premises are s~tuated ................................ 12 Does proposed cons~uctmn wolate any zoning law, ordinance or regulatmn . 13. W~llotberegraded .%9.~ ....... W~llexcess~llberemovedfrom'pr;~;is .... 14. N~e of Owner of Eremites g'. ~,'~ .... Address ~3_,,~'.~&~ ~ Phone No. ~ 'B?~ ~.. N~e of Architect T~b.~.~. ~e~e~¢~ .. Address [~ V~B~ ~ . Phone No N~e of Contractor ~i.~ ~~ Address 15. Is Chis property located ~xthin 30B feet of a txdal wetland? *Yes .~. No ..... *~ yes, Southo[d To~ Trustees Permit maybe required. PLOW DIAG~M Locate clearly ~d d~s~ctly ~1 bmldmgs, whether ex~stmg or proposed, and ~ndmate ~1 set-back d~ens~ons from property hnes G~ve street ~d block number or descnphon according to deed, ~d show street nines and mdmate whether interior or corner lot STATE OF NEW YORK, S S COUNTY OF ..... , .... ~.l' e--~.et .~ (~ ~. O.h.~,-I ~"~ .. being duly sworn, deposes and says that he ~s the apphcant (Name of individual signing contraEt) above named. / He ~s the .. . ~~ ./..~ q .... ~ ............................... (Contractor, agent, corporate offtcer, etc.) of smd owner or owne~, ~d ~s duly authomed to perform or have performed the said work and to m~e and file t~s apphcation, that ail statements contained m th~s application are true to the best ofh~s ~owledge and behef, and that the work will be perfo~ed ~n the m~ner set forth ~n the apphcat~on filed therewtth. NOTARY ~ ~'~C m~ of N~Yo~ ~ ..... /~~. {/~/./~ .......... Cemm~ssmn Exp~m~.~ 19~ ' ~ - OCCUPANCY OR USE IS UNLAWFUL L_ -4 .LI WITHOUT CERTIF~ :-: : OF OCCUPANCY - hcA,o, ·~ L PLUMBEq cE! rTl K V ~.~. ~.., ... _,. NOTI~ BUILDING OGPARFM~NT AT ~ 1802 9 A~ TO ~ ~'M ~OR ~ FOLLOWING FOUNDA'r~ON ',wu ~QUIR~ FOR POURED ~dFIE f~ INSU~rlO~~ FINAL CD~3~HCTION ~UST ~)GN Oh CO~ST~uCT(ON ERROr, SOLDER USE£ IN WATER SUPPLY sYSTJ, M CANNOT EXCEED 2/10 Jf I% LEAD. If eOl~er tubing il u Bed for ~ater distributi Bg lyltam; piping ihal[ be ~f WlXm K or L on. y. Date ~TM-~L~:::~ Rimarki Project NO ,~:~-7~,~ Drawn by,, d,l~, F(, Scala, ~./~.~ iUO. .Drawing No, A-1 'l, roject No, Drawing P Dr,wn by,-d ~ son,, ,,A._% '~Gs"F~ D r-~--~ wi ng~ No, -i. Dmte Remarks Project No, Drawing No, Drlwn e Date, ii, 'l . r ,1¸ ~J 'Lq __ I Omte flemarka Prol.¢t "°' ~:~-/4~ Drawn by, d~ Drawing NO, ,I , 1 Z× 1,¢-. ~A~EE M~MTr Date Ramarka P. roJact No,, Draw ng No, ~IEICATION$ AND 6ENERAL'NOTES ~CONTRAOTORS SHALL VERIFY ALL dOB FIELD CONDITIONS, A~ L A~D AFFECTI'NO .~/ORK AND O~TAIN ALL DIMENSIONS TO INSURE THE PROPER STRENOTH, FIt AND LOF;ATION OF THE WORK. REPORT, IN WRITING, TOTHE ARCHITEOT AND iENOINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR ~)THERWISE AFFEC:T, OR PREVENT, TH[ PRORER EXECUTIONANO COMPLETION OF THE WORK. 'ALL CONSTRUCTION SHALL COHPLY FULLY WITH THE APP,LICABLE PROVISII~IS OF THE NEW YORK STAT[ BUILD/NO LODE, LATEST EDITION. ~ALL REQUIREMENTS SPEOIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINOS. THIS SHALL NOT BE i::ONSTRUED TO MEAN THAT ANY REtIREMENTS,SET FORTH ON THE DRAWINGS ' ' MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE RNOT THE DRAWiNg, ANY EPANC ES BE REPORTED, m i~ TO THE AROHITEC:T FOR OLA~IFICATION. ' EN~I{AL CONTRAOTOR SHALL COORI~HATE FOR F-AS[ AND RAPIDITY Of' CON~RUCT ON THE WORK OF ALL TI~ES. ALL ,SLOTS, SLEEVESAND/OR OTHER OPENINC~ TO BE COORDINATED AND ~ET BEFORE POURINO, CONCRETE. ONTRAOTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRAOINO, SHORINO, ETO., (TEMPORARY AND/GA PERMAI~NT) AS REOUIRED FOR THE ,SAFE ~NSTALLATICH OF NEW CONSTRUCTION. CONTRACTOR MAY BACF FILL, AOAIN~iT FOUNDATION WALLS, ONLY AFTER ,SEVEN i7) DAYS C~ CONCRETE CURE TIME ~11~,~ PRORER OONSTRUOTION METHODS' AND ~EQUIPMENT, TOAVOIDDN1ASETOTHEWALLS. WALLSAREBRAOEDADEQU.~.fELYAS DETERMINED BY AH INDEPENOANT STRUCTURAL ENOINEER HIRED BY TH[ OONTRAC:TOR. 8. 'COTII',I~5 SHALL BEAR ON SOIL, RAVIN(~ A MINIMUM ALLOWABLE BEARINO C~PAClTY OF TWO (.2) TONS PER SOUARE FOOT UNDISTURBED VIRDIN SOIL. g. STEP FODTINOS, WHERE ELEVATION CHANGES, I VERTICAL TO 2 HORIZONTA!.. I O. ALL CONC:RETE .SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUH ULTII%~TE COMPRESSIVE STRENOTH AT 28 DAY,S OF.~i~"'O0 PSI. SLAB ON OARDE TO E.[ .STONE CONCRETE WITH A MINIMUM ULTIMATE COHPRESSIVE STRENOTH AT 28 DAYS OF,~,~"O0 ISI AND REINFORCED WITH W.W.F. 6 X 6, I 0 & I O. CONCRETE EXPOSED TO t/EATHER 8HALL BE AIR ENTRAINED. , 11, ~c~ REINFORCEMENT ,SHALL BE ,INTERMEDIATE ~E DEFORrlED BARS, !CONFORMIi~i TO ASTi"I A61 S-60; REIMFORCEMENT SHALL CONFORM TO ASTM llAt8S AND Aa2. 12. 1DETAILS AND GENERAL PROVISIONS, FOR I:X~toRETE CONSTRUCTION, SHALL I ::OI, IFORM TO THE REQURIEMENT$ OF THE LATEST ACI BULDIN~ CODE, AOl 318, '~,ND MANUAL ACI 315. 13. 15. 16. 17. 18, kLL SIRUOTURAL STEEL SHALL BE HEW AND CONFORM TO ASTH A 36. rile DESIGn, FABRICATION AND ERECTION, OF ALL STRUCTURAL STEEL, SHAt. L BE N ACOORD~,~II~E WITH THE LATEST E. DITION OF THE AISC SPECIFICATION. ~HOR AND FI:I~,D CONNEC:TIONS SHALL BE W~LD[D, ~ ~INE B~TED, WITH ~5T~ 2~70 ~RIES ELEOTRODE5 ~D A~07 B~TS, WITH'L~K W~HER5. )Aim ~L S~E~E S~ ~T ~ ~T INHIBITIVE PAINT, ~ FIELD TO~H ]P EX~[ F~ TO BE WELD[~, ~ TO BE ~EY U~LE~ OTHERWI~ · EC~Fi~Y T~aR~ITECT. ~LL STR~TU~,~ ~LL BE PERFUMED, BY CERTIFIED WELDERS, IN ~PLI6~ WI~ THE ~ERI~N ~LD~ ~IETY'5 5T~DARD FER~ITE PROTE~I~ (HET~ TYPE)~L BE ~ DETAILED IN NEW Y~K IoT~T~ ~UlLDI~ C~E ~L. SOIL POi~/~ ~L ~F~ TO H~TH DE~T~/NT ~D ALL ~PLI~LE STANDARDS INSTATED BY LI~NSED ~PLI~T~. ~ ~LL W~L B~R~NG B~S TO ~VE ST~D A~ES, ANC~S AND B~ lNG )~TEG, UNLE~ OTHERWISE ~TED. ~LL WOOD pOSTS, RESTINO ON TOP OF I~I~RETE WALLS, SHALL HAVE CLIP' INOI. E ~NCHORAOE TO(~,IORETE BASE. ALL,POBTS, RESTINO ON TOP OF STEEL B~ iHALL HAVE CLIP ANOLES BOLTED OR W~DED TO THE FLANGES OF Tile .STEEl. ~,.L STRUOTURAL FRAHINS LUMBER ,~'IALL BE 2 OR BETTER HEM-FIR- I 'b~ I I $0 :LS.I, & E -I,400,000 P.S.I. UNLEOSOTHERWISE INDIEATED. AND/Ot 5NOWN, ~ITH SPF UTILITY SHOES AND PLATED, STUD GRADE FPF: ALL LINTELS S~LL BE'HEM- :IR WITHFb ' I lBO P,S.L, ~ ~ALLELYWCOOJ~ANEI.~BI:t~.L B[.E]~LC~ _CDJC(iJLA~DE; WE :XTERIOR 6LUE, .SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION 0~ THE J,S. PRODUCTS STAND~D PS- 1; ~D ~LL BE IDENTiFiED W~TH THE ~PPROPRIATE (~qADE TRADEMARK JIF THE AMERICAN PLYWOOD ,6~SOClATIq. ~LL PLYWOOD SUBFLOOR:PANEL~ ~HALL BE OF SAME AS ABOVE, AND ,SHAE~. i IEET 'HE REQUIREMENTS OF THE £mnON OF THE U.S. PRODUCT STAN D AND BE I DEm nEDW TH THE PROPmATE 'HE AMERICAN PLYWOOD AS,50~TION. IALL EXTE, RIOR EXPOSED POSTS, D. IRDERS AND .JOISTS SHALL BE WOOD PRES ~URE ~REATED IN AC:CORDANOE WITH THE REQUIREMENTS OF THE OURRECT ~STANDARDB C-I AND C-2 FOR i~(tA.TER-BORHE PRE~RYATIVE TREATMEN'Ti ALL ~i~l('OOD MUST BE LABEL E D CERTtFY,~~10 cONFORHANCE TO REQUIREMENTS' 24. 25. 26, 27, 28, 2g, 30, 32, 33, 34, 35. :36, 37, 38. .~JCOD STRUCTURAL MEMBERS IN (~NTACT WITH MASONRY, OR CONCRETEi MUST ~E PRESERYATIVE TREATED, WITH OIL-BORNE CHEMICALS OR C:REOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACC:ORDANCE WITH THE AWPA :STANDARDS C-1 AND C-2. BEARIN~ PLATES, AND MOISTURE BARRIER, SMALL BE ]PROV DED BETWEEN WOOD MEMBERSANO WALL. PROVIDE WOO{) BRIDOINO (7' -0" ON CENTER MAXIMUM SPACINO) FOR ALL WCOO.JOISTS AND SOLID BRIDOINO BETWEEN ,JOISTS AT BEARINO ON WOOD STUD IBEARINO WALLS. SEOURE BOTTOH OF BRIDOIN~ ~TER SUBFLOOR HAS BEEN NAILED. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE TECO !U-GRIP, 18 eABE ~LVANIZED STEEL JOIST AND BEAU HANCERS. ~WHERE TRUOSED RAFTERS, ROOF TRUOSES, ~IIRDER TRUSSES, AND OTHER ~PREFABRICATED FRNHINO ARE INDICATED, SUBMIT. A DETAIL DESION PREPARED :AND SEALED BY A NEW YORK PROFEOSIOHAL ENGINEER, FOR REYIEW WITH r~CALOULATJONS. .WHERE WOOD TRUOSES FRAME INTO STEEL BEAMS OR REST ON T~ OF STE[~L !BEAMS PROVIDE CONTINUOUS 2" X 4" BRIDOII~AT ENDS OF FLgOR TRUe, AS REQUIRED BY TRUSO MANUFACTURER. :WHERE WOOD TRUCES BEAR ON I!ASONRY, PROVIDE METAL ANCHORSAT !MAXIMUM INTERVAL&OF 4 FEET ON CENTERS.. HAVINOA MINIMUM CRO~ :,SECTION OF 1/4" X I-I/4" BY MINIMUM LENOTH OF 16" SECURELY FASTENED iTO TRU~ AND BUILT INTO MASONRY WITH SPLIT ~ UPSET ENOS. WHERE.JOISTS :ARE PARALLEL TO W~LS, PROVIDE SIMILAR ANCHORS, AT 6 FEET MAXIMUM !~l~, E~GINS 3 .JOISTS. FLOOR TRUSSES AND JOISTS SMALL BE DOUBLED UNDER PARTITIONS PARALLEL TO TRUSSES & JOISTS. .ALL WOOD FLOOR TRUSSES TO BE FABRICATED WITH 2 X 4 =2 OR BETTER KD ,SOUTHERN P'iNi~, FI) ) 750 RS.I., BLIND FLASH ALL JUNCTIONS WHERE VERTIEAL MEETS HORIZONTAL (RODF, CHIMNEYS, WINDOWS, DOORS, ETC,) SKYLITES TOBE DOUBLE INSULATED, SELF FLASHINO WITH CURB. ALIb'N WITH RCO~ TRUSSES, INSULATE CEILINO SPLAY. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS, FOR HOLLOW LOAD BEARINO CONCRETE BLODK MASONRY UNITS ASTH c-go, AND SMALL BE HOLLOW LOAD BEARINO CONCRETE BLOCK MASONRY UNITS ORADE N, ALL MASONRY UNITS SMALL HAVE A MINIMUI"I COHPRESSlYE STRENOTH OF 1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFI~TIONS FOR MORTAR, FOR UNIT MASONRY ASTH £-270 AND SHALL BE TYPE N MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. WALL REINFORCEMENT ~IALL BE OF NON-CORROSIVE TRU~ TYPE METAL 'ARPROVED BY THE A~CHITEOT. HOlM ZONTAL ICONTINUOUS TRUOS REI N- :FORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY 2NO OOURSE. .'VERTICAL SPAOINO, OF'REINFORC:I~, MUST HOT EXCEED 16 INCHES. WALLS ,SHOULD BE BRAO[D DURINO CONSTRUOTION UNTIL UNTIL THEY ARE ADEQUATELY ANCHORED TO THE ROOF SYSTEM. ,ALL DOORS, OPENINOS AND WINDOWS, TO BE SET WITH TOP AT 6'-8" A.F.F. UNLE~ OTHERWISE NOTED. i ALL MATERIAL TO BE INSTALLED A5 PER MANUFACTURER'~ RECOMMENDATIONS AND SPEDIFICATIONS. PROVIDE MINIMUM 50 C.F,H. FAN (X~JTROLLED WITH A SWITCH, AT ALL ~ATHRODMS WITH NO HATORAL VENTILATION. DUCT TO OUTSIDE. iALL OLAZINO AT 8LASS DOORS, ENTRANCE SIDELIGHTS, TUB AND SHOWER J~NOLOSURES SHALL BE FULLY TEMPERED AS PER A-20?-A. GLASS TO BE :IDENTIFIED. ALL SHALL BE IN ACCORDANCE WITH N.Y. STATE BUILDINO CODE REQUIREMENTS. :39. j,FODNDATION~WALLSTOBES", I0", 12", 14",OR 16" PQUREDC:ONCRETEAS ;SHOWN ON DRAWINOS, '40, ,,,ALL CONCRETE .SI3L~L_.L_.BE LN AC~ORD~ANC~ Wl]I~_A.C_LBU~ILD~LI~_~_~E_7, .. FQUNDATIONS TO BEAR A MINIMUM OF J-0" IINTO UNDISTURBED SOIL WITH A . MINIMUM ALLOWABLE BARINO CAPACITY OF 4000 PSF MINIMUM ALL IN ,ACCORDANCE WITH NY STATE BUILDIN6 CODE EXTERIOR FOOTINOS TO BE 4'-0" !MINIMUM BELOW FINISHED 41. :REMOVETOPSOILANDOTHERSURFACEli~ATERALS NPREPARATONFORPODRINO ,CGHORETE SLAB. INTERIOR ~LABS ON ORADE TfOBE POURED IN COMPN:;TED .,poRous FILL OR SUITABLE ON-SITE MATERIAL.. A 4 MIL THICK POLYETHELENE !VAPOR BARRIER SHEET TO BE LAYED UNDER SLAB. SLAB TO BE STEEL TROWELED. I SLAB TO BE REINFOR~D WITH W.W.F. 6iX 6.~/! 010. 42. !FouNDATION WALLS WILL BE DNlP PRO~ED IFROM BOTTOM OF FOOTINO TO l WITHiN I" OF 8RADE WITH TROWEL COAT OF BHTUMINOUS MASTIC. i ~EPARATED BY A LAYER C~ ASPHALT ~ATURATEED MESH. ALL INTERIOR PARTITIONS GHALL BE 2~ i( 4" IWCOD STUO~ 16" CH CENTER WITH , i/2' OVPSUM BOARD, UNLE~ OTHERW SE SH(IOWN ON DRAW 44. i ALL EXTERIOR WALLS TO BE 2" X(~ WOO0 ST[UDS 16" O.C. WITH I/2" ~PSUM i BOARD SECURED TO THE INNER SURFACE OF ST[MOS. _OUTSIDE_TO.BE COVERED ~ WITH 19L~2' PLYWCOD_SH~THINO COVERED 1WITH? T~'V~'K 47, 48 49, SO, ¸51. AL!. PARTITIONS, EXTERIOR WALLSAND CEILI~, WILL BE COVERED WITH I/2" THICK OVPSUM WALL BOARD, 5/8" FIRE,DE WALLS AND CEILINO IN ~. ~OBTURE RE8IST~T OVPSUU WALL B~RD TO BE U~D AT BATHR~8 AND OTHER "WET' ~. PR~IDE FIRESTOPPI~ PER NEW YORK STATE BUIDI~ ~E RE~IREHENTS. ALLLUUB[R AND_ CON_NEO_TIO~J~_,~IALL B=E I~N _N:~::O_. R_OA_N~E Wj. TH THE NEW YORK STATE BUILOINO CODE AND WITH THE NATIONAL DESIGN SPECIFICATIONEFOR STRE~ GRADE LUMBER AND ITS FASTENINO~. LUMBER IS TO SE FURNISHED AND INSTALLED, COMPLETE WITH ALL FASTENINOS, ANCHORS, BLCOKINB, BRIDOINO ~ADDLES, HANOERS, ETC:. REQUIRED TO COMPLETE THE JO6. ALL STEEL BOLTS CONNECTI~ WOOD MEMBERS SHALL BE. SUPPLIED WITH N~ID TJCHTENED AOAINST STEEL WASHERS OR PLATES. JOIST HANOERS AND CONNECTORS, STEEL BRIDOINB AND OTHER ~EC:IAL CONHEC:TIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW YORK STATE BUILDiNO CODE REIZIIREMENTS. WHERE FASTENERSARE NOT SPEC:IFICALLY INDICATED OR SPEC:JFIED THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE. ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNINO BOND. rloRTAR TO BE TYP[S OR N AND JOINTS TO BE $/8" THICK TOOLED CONCAVE JOINTS, FULL MORTAR B[DDINO. HORIZONTAL JOINT REINFORC:tN~I TO BE TRUOS TYPE EVERY SECOND COJRSE. ] NSULATI~ IN ALL EXTERIOR FI~'IE WALLS SHALL FIBERGLASS TYPE THICKNE~ AS ~HOWN ~DRAWIN~ R- P. INSULATION SHALL BE IN RODF~ C:EILINOS LlYlNO SPACE 6BOVE OAI~A~ AND AT UNHEATED TO HEATED SPAC:ES. ALL INSULATION TO HAVE A VApoR BAR~IER SURFACE EXPOSED TO HEATED SURFACES. IN~JLATICH AT MASTER BEDRODM AqD MASTER B,'~TH AND POWDER ROOt1 DHALL BE 2" UNFOILED FIBERGLASS OR ROCK WALL, ': 52. ~g(IMUM RISER HEIOHT Of ALL STAIRS SHALL BE 8-1/4' AND MINIMUM TREAD ~HALL BE 9" PLUS I - 1/8" NOSINO, ALL IN ACCORDANCE WITH STATE BUILDINO CODE, ALL SHOWN ON DRAWINOS. STAIR WIDTH BETWEEN HABITABLE SPACES BT DIFFEREHT FLOOR LEVELS, SHALL BE NOT LESS THAN 2'-~" BETWEEN HANDRAILS OR BETWEEN HANDRAIL ~NO WALL. SEE PLANS FOR WIDTH OF STAIRS, ALL CARPENTRY WORK ,SHALL BE PERFORMED IN CONCORDANCE WITH eoDD TRADE PRACTIC:E, RECOMMENDATIONS OF MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPE'¢IFICATIONS. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL 6LL MEMBERS AND SEOURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIOIDITY. STRAP ANCHORS 1/4' THICK BY I - I/4" WIDE, AT LEAST 16" LOI~ AT MAXIMUM INTERVALS OF 4', ON EVER;f THIRD TRUSS NAILED WITH 3 8d I~RIL$ TOSIDE O~ LOWER HALF OF TRUe, AND WITH OUTER END EMBEDDED IN WALL, AND 2 II,CriES FROM INNER FACE OF WALL. SECURE TRUSSES, TO ~TEEL BEARIN(~ , EVERY THIRD JOIST. _N6.J LLAP~P E D dOl~T~ OV[~ A4~Y J~E6~ ~_TO~E THD:~ WITH T W_O~ OU NN LS, _ SECURE BUTTED dO~STS WITH 1 INCH WIDE BY I B INCH HETAL STRAPS AND TWQ~6~d NAILS TO EACH JOIST.. 'WHEREVER TWO ADJACENT AREAS ARE FI~d'IED WITH TRUSSES, 80 THAT ENDS ~ TRUSSES FROH ONE AREA ABUT THE SIDE OF A TRUSS IN THE OTHER AREA, SUCH ABUTTINO ENDS,SHALL BE SECURED ABRINST LATERAL MOVEMENT, WITH ) -INCH STRAPS~ WHICH SHALL ~ ABUTTINO ENDSAT L'EAST 8-INCHES AND BE FASTENED THERETo WITH NOT LEOS THAN THREE 8CI NAILSAND EACH STRAP SHALL EXTEND ACROOS AT LEAST THREE TRUSSES.~ IN THE N),JACENT AREA, AND BE FASTENED lO EACH TRU~ COOSSED WITH ONE 8d HAIL. PROVIDE,501.10 SURFACES AT LEAST I~l/4 INOF~,WIDE IN BOTH DIRECTIONS: AT ALL CORNERS FOR SEO~RINO ~B~IlY~, DRYWALL, ETC.. FORM SURF.S WiTH FRESNO MEMB Rs, OR 24,Nm WOOD BLOCKINO SECURED AT LEAST TWO 8D~ILS AT EACH END. PROVIDE, AT LE.,~,T, DOUBLE JOISTS OR TRUSOES~ AND HEADERS~ AT WATER OLOSET DRAIN BENDS, AND AT ALL vENT AND MEOHANICAL OPENtNO8 2' OR MORE IN WIDTH, UNLESS OTHERWISE ,SHOWN ON THE DRAWlNBS. (I) (2) AND~RtPJ. ED AT CO, HERS. TAIL JOISTS, OVER ,.4,;~EET LONO, AND HEADER JOISTS SHALL BE HUNO IN APPROVED METAL ~RUPS OR NANI~R;S~ AND ,SPIKED .SECURELY UNLEOS SUPPORTED ON A W~LL OR GIRDER. ALL STUDS SHALL BE PROVIDED AND SEOD~ED TO SUPPORTINO MEMBERS N. STRICT AC~D~ WITH WfTH NEW YORK STATE CODE AND AS NOTED HEREIN. SECURE SOLE PLATES WITH 6d NAILS 1 ~" O.C. THROUGH ~UBFLOORINO AND INTO Fl~d'lt~ OR BLOCKINg, ANDiPROVIDE SUITABLE SPLIC:E PLATE AT END, ~CURELY NAILED IN PLACE. ~TUDS HOT L[~ THAN 2 X 4 16" 0.C. DQUBL[D AROUND OPENli~ $4, (~) 'iPLAf~S AI;ID-BLOOKiNG ~,~IE WJDTH AS RELATED STgDS OR WIDER. ' (4) iFPAMINS TO SUIT WORK OF OTHER TRADEb (5) iPI,C/,'IDE (2) 2 x 4 STUDSAT THE ENDS OF BEAHS UNLESS OTHERWISE NOTED ON DRAWINOS. !PROVID£SOLIDBEARINOFORFULLWlDTHOFTRU~ES, RAFTERS, ~IRDERS, ETC.. _J, _SUB-FL .O~RIHO ,.~4AL_L ~E INST~L[p WITH FA~E e/~JNAOROSS_~URPORTS; NAIL WIDTH 6cl COMMON NAILS 6 INCHES O.C. ALONO SUPPORTED£DOES AND I 0 INCHES O.C. AT INTERMEDIATE SUPPORTS; BREAK JOINTS IN ADJACENT COURSES; LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLleHTLY BELOWSUREACE, UNDERLAYMENT, WHERE REQUIRED, SHALL BE SIMILARLY INSTALLED, ROOF ,SHEATHING, ,SHALL BE LAYED WITH FACE DP, NH AT RIGHT AN6LES TO ,SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; STAeeER JOINTS, PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS WHEN .SPAClNe OF ~UPPORTS IS 24" O.C.. IL. FURRINO, WHERE REQUIRED, TO BE TRUE TO LINE, NOT OVER 16" O.C. AND FASTENED ,SECURELY, !ALL FLOD~$ COVERED WITH OARPET SHALL HAVE ( I ) LAYER 3/4" PARTICLE B~ARD OR ,APPROVED EQUAL, OVERSUB-FLOOR. FLODRSC:OVEREDWtTHOAX FLOORINO, :IL~UARRY TILE OR CERAMIC TILE SH~LL HAVE ) LAYER OF 23/32" PLYWOOD SUB- IFLCORIN{~. a, DOORS, FRONT SIDE, INSIDETO~ARA~E - U-.40, b, WINDOWS, BLASS DOORS, ALLeLASSU-.~:::~- I IT 5HALL BE THE CONTFIAOTOR'S RESPONSIBLITY TO SUBMIT THE SIZE, DESION AND TYPE OF MECHA~IOAL SYSTEMS WHICH WILL B~ USED IN SUFFICIENT DETRIL AS IS . REQUIRED BY THE BUILDINO DEPARTMENT, ALL DOMESTIC HOT WATER 1400 MAX~: ~ETTI~. INSULATE ALL DUCTSAND PIPIN(~ AS REQUIRED BY (::ODE. ALL FIREPLAOES TO BE PROVIDED WITH DAMPE~ FOR OUTSIDE (X~IBUSTION AIR 150=200 CFM. FLUE TO HAVE TIGHT SEATED DAHPER TO MAINTAIIN MINIMUM : AIR L~ TO 20CFM. I NTERIOR OPENINO TO BE PROVIDED ~ITH HEAT RESISTANT DLA~5 DOORS. REFER TO SCHEDULE ON DRAWIH(~ FOR TNERHAL TRANSHITTAN(~ I~ILII~, ROOFSAND FLOORS. T~PICAL LIVE LOAD SCHEDULE ~ooFTTIC ' I 0 PSF 30~ PSF EIATHS I ~ 40 PSF LIVE LOAD + 20 PSF DEAD LOAD LOaS w BED AND T LE OR M^RB,E FIST THESE PLANS HAVE BEEN PREPARED I' ~I UNDER THE DIRECT SU~ERVI$10N OF UNDER- SISNEDAND T~ UBNED'Si AND BELIEF CONFOP~.I CONSTR~CTION · Date RamarkB t Project No, Drawing No, Drawn by, '~ o.te,