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3229 HOYT AVE 2016-01-01 MF Import
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3229 HOYT AVE 2016-01-01 MF Import
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5/2/2017 10:02:49 PM
Creation date
2/18/2017 5:43:45 PM
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Address Document
Street Name
HOYT AVE
Street Number
3229
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\, <br />l YJ. <br />72:. <br />r;�. <br />] "[o: <br />Ylhcn lhrrc or more exils are requireL. no morc <br />than lwo irqwred ezds shoiJd c.ii into thc <br />sanic cxit sysl�d�:. �ection 3317 (A). <br />Ilo f�inl m a room m a hw�dh�G %��ould 6c mom <br />lhan 75 lect to an exit corrltlor, enGoscd stair� <br />way ur enlerior ot the Uwldin�. Scclion 3317� <br />(c). <br />Cxiting lhrough adlcininE rcOms shoulA comply <br />wI!h Sedion 33ll (d). <br />Panic hardv:arc i: required on czit Joors seN��u; <br />tcoms conlaininr; more than 300 ocaiP���is <br />and in eorridors ��f Group C Oaupaneics. Sec <br />tiun 3317 (D� <br />Every room in a Group G Occupancy should havc <br />access to zt least two Iegal means of c�ress. <br />ScUion 3318 (z). <br />�oors lrom beJrooms : nd wards of Group D <br />j Oaupancics and all c%it openings w.L+crc nom <br />� ambulalory patients are housed should havc a <br />minimum dear w�dlh of 44 inches. IJo pro� <br />jections in this wld:h . re allo:�:ed. Seclion 3318 <br />(6). <br />Ip�nic hard�v0rc is r�qui�rd on exit Uo0r5 serving <br />morc tnan 50 cccup::'�!s in Group D Occupzm <br />eies imless thcre is no lalch or bck. SecUon <br />331£ (q. <br />FLODR, RQJF COi15TP.UCTI0i4, COVERIIiG, <br />Shl'LIGHTS, ROOF STRUCTURES <br />727. The space behveen weod Iloor constmction and <br />� a suspcnded :eifn� hclo�u sho�ild bc divided <br />into nrezs not Cxceedhtg 1G0� squnrc feet. <br />� SCtlion 2517 (e). <br />7'L?, { h�of eomhustiGtc matr.rial shculd bc divided <br />Iinlo arers nM eccecdir�� 3000 (9�00) square <br />Icel. �cUiun 3[OS (b). - <br />12?.• Roof draina_r,e shou�d be ccncfucled under the <br />� public siCewa�k. Secliun 320i (e). <br />130. 0�•cdloc� tlrcins haclnE Y��•c samc sizc as root <br />drains and on ind=Fendent drain lines arc rc� <br />quiicJ. In licu of ihis, ovcrflow :cupP=rs threc <br />times lhe size ot roof drains should Uc �iistallcd <br />in pmapet waiis. Ovcrllow syslem should have <br />inlels IocaleJ 2 inches above the lo�.v points <br />� ol the iool. Sectian 3207 (e). <br />731. � Thc apCrezalc :;rca of Fenthouses ar.d olher rcof <br />5!ructures t�nrot e>ceed 53!�� p:�cent o( lhe <br />:uPPortinF rool am�. Sedion 3601 (b). � <br />FlRGC�'fltdGUISHItiG 57'ST61d <br />132. An . PProved automalie IirrexlingwsninL SYs«��� <br />in lhe .................. .. is required. <br />Sedion 3302 (b). ���is inCluJes blind ;pacc5 <br />enclo<ed whnlly or P�'�ly by combustible eon- <br />SIfIIC�WtI. <br />7?3. pry slandpipes aic requiicd in Luildin�z four or <br />� tnore slerics in heil;l�l. Scttion 3803. <br />]3:.I\5'cl 5lnndPipcs :nc rc9ui�ed as speetliM� in acc <br />lion .l&0•1. <br />7��.� Cinf.s�ex c�clin� IS�Onlccl inrheLhl.ISeclion�3U05 <br />I c��• <br />]3E. i C.ulLlinf.s sis sl�rics ur noic in hci�dil sucuin n� <br />piovidcd wilh nnt Icss Ihnn onc standpipc JUr� <br />mp, con:t�udion. S�•cliun 380G ib). <br />1Si.� �uri�R��rruislun��.:)'strm plany yliuulJ Im sub� <br />I nliilyd ib �'.ii tu dc!rnPu�r C��n�pl�anCc nilh <br />_I___�.� h- I �r lai', i j._I'I�inli n�� ��u�.l Irtc u dc`_ <br />1 <br />✓ <br />FIREPLACF.S AND CHIMNEYS <br />136. Chinincys slioulA wmpiy wlUi Scclions 3703 <br />and :i7U4. <br />j39. Pirr.pinr,r,y anJ barbecucs shoulA comp�y wilh <br />Sec�ion J707. <br />� (�NISfI \'fORiC <br />140. Thc inlcrior viall and ccilinp finishes shoulA be <br />specilicd -nnA eomply ::rth Tab�c (:o. 42�U and <br />Seclion 4203. <br />I44 <br />]lJ <br />IAG.� <br />147. <br />ine. <br />1A9. <br />I 15U. <br />Gypsuin x�allb6ard (intcrior IaU� and plaster) <br />(BCCS��.tSCCG0�5aAIOJ,� IJ`I;�,SccrSecti n 424 <br />tor dcfinilion ef weather exn�scA SUf(dCC. <br />SlcyliC.hL should comp�Y �•����� ����n��� �n. ri,stic <br />sl:yhghis arc altowcd only ur,der ll��c ��onditions <br />spceilicd in Sec:ion 5205. <br />C5q 5 Typc L�ndnthickness �of �Class11tsho iid� hc <br />; spetified. <br />Glass and �lazing in liazardous locations should <br />comply w.ith Sectinn `.iAOG. <br />SJJ. <br />IJJ. <br />1JG. <br />STRUCTURhL � <br />Special inspection in con�ormanre �•�i:h SeClion <br />30� is reqw�cd for liic foilnwi�n work: <br />(a) Slruclural concrN.e where the design is <br />baSed on an ultimate [omp:essive slrcn(;th <br />in ezcess of 2C`JO G�unds , cr square inch. <br />(b) All �ve�ding CaceU� �'�herc denc in Lhe Shop <br />o( an ::Gproead {ahnc�tor. <br />(t) Insiziln;ion of hi�h strenGth bolts. <br />(d) Pres!ressing v:ork. <br />��� �,�;,�o�ry v;cil; rcr,uired Uy Chap:cr 24. <br />Soii cli;sitiCatian i� Conformanca v:i:h TabIC t.o. <br />2FS�l3 and ............................ Pounds Pcr square . <br />p� spoli(i cl�on planls1e5ecUon 2905i(,,n'stw�dd <br />7he IounJation �m��sucr,�o�, renon rncrtioned in <br />plans wa � nol induded in dala for.rvizrded to us. <br />It sho:dd bc sub�ni".:ed for revic•.v. <br />qll mnsonry ar ecncrete clements resis:inG s�is- <br />mic forccs sl:ould qua'dY �� r:inforced clo- <br />menls. Sedion 7.31�1 (k) 3. <br />._.------ <br />Precasl concmle v+all paneis arc limited lo an <br />��/( ratio ol 3G (25). Sectinn 261fi (c). <br />1VooJ mcmbers may suppurt lo:�ds ficm ma <br />sonry nr concrctc only undcr U�c condition: <br />Speci(ied in Sectioi� :"-i16 (�). <br />SVuclural calculntions shoutd bc suLmitted to <br />juslily Ihc adcquary of ihc sl« �cturnl syslcm <br />in resisling scismic and wind IoaJs, , nd sup� <br />, pmlin❑ dcad :md hvc load;. This indudes <br />(ounJnt�on,. <br />Juslityin� cnlcWalions and dclails :hould �c Pro� <br />viJcclfor ....................... .................................... <br />.. .......................... ....'.. ............... <br />Rools shall bc desi(; icd for snow loacl, of <br />,,... powrtL• {:cr squnrc font. Sedion <br />230:� (c). ' <br />Thc roof slioulA 1�.^. desil:r cd 1or uplill eiinA pre;� <br />5wc; will� duc c��i�'-�dre tion Inr I:dcral nuf�Port <br />o( cnmprc�.sinn (lan�cs �I Ilczur:il mrniLcrs__ <br />Ilnnr load ;Ooutd cun�.dcr n 70�PounJ Pnr <br />5quarc lool partdiim 10�1. 5^ciion 2:fU_� (�)'___ <br />t.lmquces a.Loidd f•� Jc•dC��nA I�,• � GO pound per <br />'__quarc fnnt livt• I�_:�ci_l:il I _No_;53�A.___ <br />L <br />
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