My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
607 SE EVERETT MALL WAY BASE FILE 2018-01-01 MF Import
>
Address Records
>
SE EVERETT MALL WAY
>
607
>
BASE FILE
>
607 SE EVERETT MALL WAY BASE FILE 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/4/2019 2:16:20 PM
Creation date
2/13/2017 8:32:04 AM
Metadata
Fields
Template:
Address Document
Street Name
SE EVERETT MALL WAY
Street Number
607
Tenant Name
BASE FILE
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
470
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
I lJ. <br />]2:. <br />]L2. <br />123. <br />] 2;. <br />] n. <br />126.` <br />V/hcn Ihrrc or morc cxits arc rcquired, no morc <br />lhan h�m rcquircd ^rds shoultl c.d into thc <br />Same cxit sy:lem. Srction 3317 (h). <br />No Goinl m a room m a buildinp ;hould bc morc <br />ttmn J5 Iect lo an ezit eorric�or, enciosed stair• <br />way or eztcrior of Uic �uiltlin�. Scction 3317 <br />(c). <br />� <br />Cziting throuch adjoinin� rooms shouid comply <br />wi!h Sedion 33ll (d), <br />Panic hzrdv:are is required on ezlt doors scrving <br />rooms containing morc lhan 100 uccupants <br />and in tcrriCors of Graup C Ocwpancics. Sec• <br />tion 3317 (j). <br />Evcry wom in a Group D Occupanry 5houid havc <br />aeeess lo a: Ieasl iwo legal means of egress. <br />Srction 3318 (a). <br />�oors from bedrooms and wards of Group D <br />Oceupancies znd all cr.it op^r.ir,s v:hcrc nom <br />ambulatory paticnts are housed shoWd havc a <br />minimum Near width ol 44 inthes. No pro• <br />Jedions in thls tvidlh are zqov:etl. Scetion 3318 <br />(b). <br />Panic hard•:rerc is r=quircd on er.it Ccors serving <br />morc lhzn 50 ctcupanls in Group D O¢upan• <br />eies unless there is no latci� ur Icck. Seclion <br />3318 ((). <br />FLOOR, ROOF CO?lSTP.UCTIOY, COYERIt4G, . <br />SfiYLIGHTS, ROOF STRUCTURES <br />The space betv.•een v:eod Iloor censtruction and <br />a suspended :eifnq belovr sho�!d bc divided <br />into nrczs not ezceetlin� lUOB square fcet. <br />Scction 2517 ;��, � <br />Al;ics of conibusti6le material shculd Ge divided <br />into areas nnt er.cccair�g 300J (9�00) square <br />fcet. Setti�n 3e05 (b). <br />Rool drai❑ar,e shoutd 6e con�ucted under the <br />publie siCcwzlk. Seclion 3207 (e). <br />OveAlori tlr: in; hav�ng ;he s:.mc sizc as roof <br />drxin, and on ind:pendcnt dr, in lines are ra <br />quircd. In iicu of this, ovcrllow scuVPers ihree <br />times lhe size of roof Crain; shou!d Gc instaUed <br />in parapet vrails. Uvcrflom systen should havc <br />inlets loczted 2 inches �Uove the Io•.v points <br />, of Ihe rool. Seclion 32J7 (c). <br />Tlie agv.regate �rea o( Fenthouses ca;l other rof <br />SifL'Cll1(CS cznnet exceed 37ii� p�rcen[ ot the <br />supponing mot . rca. Scctiun 3601 (b). ' <br />FlRE•EXTII.GUISHING SYSTCh1 <br />]32. An appmved aulomatie �iio-ezlin�uishin� system <br />in llic :.......................................... is rc9uired. <br />� Seclion 3802 (b), l�his indudes blind spnccs <br />c�i�losed wholly or po-tly Ly tombustiblc eon• <br />strucliun. � <br />1??. � Dq� slanApipes . rc requimd in buildin�s four o� <br />more stc�ics in hcight. Secticn ;E03. <br />13:.11'1cl sWndpipes arc rcquircd a, speci(icd in Sce• <br />tion 3S0�3. <br />]�.�CoiiihinaGon sWndpipec .rc rcquircJ in 6uiIJ• <br />inf,s cxcedin� 150 Iecl in hciphL Section 3u05 <br />(lr). <br />13E. � Cuildin^s six s;orics or morc in hrighl should bc <br />prov;dcd vrilh nnl Iccs lhan onc �Wndpipc dur• <br />� iu� cons,n�el�on. Sretion 3i:OG (b). <br />15i.: Firc�o.iirr;uislunt! syslrm pl.ins shoiJd bc suh• <br />imi11cJ lo you lo Jc-.r�nunc ca�qiliancc viilh <br />applicabic buddinf.. I,Iinnhin�;. �nd lire todc^.. <br />. <br />� � � ,�/ �-, �.�,�,--�� �i � <br />FIREf'LACES AND CfIIIANEYS <br />]38. Chimncys ;houlA eomply viilh SeNion; 3703 <br />anJ 3701. <br />139. FirCpl,�r.es and barbecuc, should eomply �•nth <br />Scclion �707. <br />' FlNISfI YlORK <br />14 <br />��J. <br />14G. <br />147 <br />15U: <br />. I 151. <br />Thc inlcrior wall and ccilin� (inishes shou'A hc <br />spctilled ;md eontply �.vilh 1'abic �:o. 426 antl <br />Seclion 4203. <br />Gyp;um v:aliboard (intcrior iath and � p!a;tcr} <br />tanno: bc ins:alled on r:enihcr�ezp,^sed ;ur• <br />faees. Sections 4705, llll. Sm SecGon 424 <br />for dclinition ot e:cathcr exposatl surlacc. <br />Skylirhts st�ould rnmply wllb Chapter 3•l. F:astiC <br />skytighL arc allw:ed only ur,Cer tl;e -.unC:;iuns <br />specified in See.ion 5205. <br />Glass ^nd �Iazirg sheWU comply viith Cl��zptcr <br />54. Type and tliickness of �Iass sliould be <br />specificd. <br />Glass and glazing in hazarduu� locations shouid <br />tompiy e:ith Section 54Go. <br />STRUCTURAL " <br />Spetizl inspecGen in conlormance �;r,eh Section <br />305 is required ior tne folirnviag v:-vr'r.: - <br />(aj Struclural contrete v:here the des ;n is <br />based on an ultim�tc comp:e.,ive <t:c�g;:i <br />in excess cf 2C00 F�urus per squzre inch. <br />(b) Ail �ec(Jin� eztepl �ehcre dene in the shcp <br />of zn epproved 7::bnotor. <br />(c) inslzl!a;icn of hi�h s!rcn5:h hclls. <br />(d) Prestressing �vork. <br />(c) f.la;onry v:ui reGuired by Ch=_p;cr 24. <br />Scil classification in con(ormance r.i;h Tz!•!;?;c. <br />2II�[3 and ............................ pounds per s.;uar., <br />foot soil bcar.ng vatue used in desi:n �houid <br />be speci(icd on pians. Section 29^5 (�). <br />Tl�c foun9a;ion invcstiya.ion report mcr.ticred in <br />pians �vas not induUcd in data (or::zr_-rd to us. <br />It shoa!d be sub^ii!;ed lor revie•x. <br />AI� mzsonry or eoncrc;c clements rc;istir� cris• <br />mic (orces sl:ould qualify as r:in(orced ele• <br />menls. Seclion 231�1 (I:) 3. <br />Frcca,t mncrctc r:ail pancls arc li�ui:ed to an <br />li/t ratio of 3C, (25). Section 26:6 (c). <br />IVood membcrs may support lo�ds fron ma- <br />sonry or concr.tc oNy undcr the conai!ir,ns <br />speciiied in Section :?S1G (a). <br />Struetur.l caleut�lions should bc submitled to <br />jusli(y Ihe ad�quaty of lhc slructurai sy>lem <br />in resistin� scismic a�id winA IozAs, anC sup- <br />portinC Jcad and livc IoaJs. This induJes <br />foundations. <br />JusGfying calcuW:ions and dctails should b� pro� <br />vidcclfor ......._ ................................................... <br />153, Roofs sliall bc dcsi�ncA for snovi lo�ds o: <br />....... pounds per squarc foot. Sec;ion <br />2305 (c). � . <br />154. 7hc ronf slmuld 6r. de5igncA for upliR vi�nd , res• <br />� SuiCs v.'ill� duc con:idcraGon la� IatCra� sv;•pott <br />of coinpre::ion flan�,:s nf Ilexur�l mcrd�cis. <br />IS!�. I�lonr load ;hould cnnsidcr a:A�poinuf ��,r.t <br />squ,vc Inol p:utdion lood. ^ccliun 'l.::C� (:'). _ <br />15G Id01(�IICCS :.IiOl1I[I LL' tIN:ICIIC(I Inf .l I.O�p�,un:l per <br />sryuarc funl livc lua;l. l�:iBlc Pla :'3�A. <br />� <br />
The URL can be used to link to this page
Your browser does not support the video tag.