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12U. Ylhcn tiv�c or more caits arc rcquircd, no morc <br /> lhan tvia requircd ceits shou!tl c.�l into 1he FIREPIACES AND Cf11tdNEYS <br /> samc cxit systcm. Sed�on 33 V (h�. ' <br /> I23. t7o poinl in a room m a bm;din� ;houid hc morc 138. Cl�imncy; :�IioulA comply wiUi Sedions 3703 <br /> lhan 75 Icct lo an cail corri9or, cnclo;cd :tair• <<�� �70•1. <br /> way or eateriot of lhe UUIICin�. Section 33U� j39. Fireplar.r.s anU b�rhecuc, shoulA eomply v:dh <br /> (�)• ' Scclion J707. � <br /> 7'[2: Eaiting lhrou�h rAjr,inin� foom5 sh0uld [Dmply ' <br /> wi!h Section 33ll (d). ' . , FlNISH 1'lORK <br /> 123. P.nic hardware is required on exlt doors scrving 140. 7hc intcrior wall and cmlin� finisl�es �tiou!A 1�c <br /> rooms contaming morc ❑�an ICO uccupants spetilicd and eompl/ •.vrtl; lahic No, A2•� and <br /> and in corridors of Group C Otcupsncics. Sco <br /> tion 3317 (j). Seclion A,^.03. <br /> ]25.� Every room in a Group D Occupancy shoulA have 141. �Gyp�um i�ailAoarA (interior lath and�pla;ter) <br /> aeeess to at Ieasl tv:o le�al me�ns ol eEress. eanno; be installed on v.ealher�erpesed sur <br /> Settion 331R (a). faces. Secticns �1705, 171]. See Srttion 42•f <br /> for defimlion el v�cathcr expnscA surface. <br /> • ]"[5. �oors �from bedrooms and warAs ol GrouV � 142. Slrylirhts shouid tomply wrth Chaptcr 3A. P!a,!ie <br /> � Otcupan[ies and all cr.il op^nin5s �vherc non• skyligh(s arc aqo+:ed onty urdcr tl�c•,-ondieiuns <br /> amhulatory G���cnts are hoiacd should have a � <br /> ' minimum dcar viidth o( 44 inehes. IJo pro� Spceificd in Scetwn �205. <br /> jtttions in Uiis vridth zrc al;o^:ed. Scction 3318 143: Glass and glzzir.E should comply viith CBaptcr <br /> � ���• 54. Typc and thickness of glass should be <br /> I2b.� Panic hardware is requirrd on er.it dcors s^rvine speci6ed. � <br /> mnrc thsn 50 cccupants in Group D Occupzm ]qq; Glass and glazini; in hazzrdcu; loc.:ions ,hoWd <br /> aes uNess lhcre is no lalch or Iock. Section eomply with SeUion 54G6. <br /> 3316 (Q. <br /> , ' . ' STRUCTURAL " <br /> . FLOOR, RGOF C017ST°LCTIOY, CO\'[RIt7G, . � � <br /> SKl'UGHTS, ROOF STRUCTURES , ],5. Specizl inspedion �n contormance rrith Secticn � <br /> ' 30� is reGuired for tiic (olimvinv vmrk: <br /> (a) SirucLwcl contrete vihere the design is <br /> 127; The spaee belv:een v:eed floor conslruclion and . base� on an Wtimate comp:es.ive st•em;;h <br /> a suspendcd cciGn� b.lov: shoald bc divided , in excess of 'eC0!1 F�ur.Js per squzre inch. ' <br /> inlo arezs not eztecdmg ]U00 squarc feet. (b) All ivclding excepl �.•hcre Acnc in�lhc shop <br /> Scetion Y517 {c). ' of .n anpr[rvetl ;aDr.c3tor. , <br /> . ]2?.{ Altics o( combusUblc malcriat should bc divitled (c) Inslz�!a:i�n ct hi�h ;vcn5tli 6clts. <br /> Iinlo arezs not e•:cecdir�g �OOJ (9�C0) square (d) Pres!ressin� e:orY.. <br /> feel. SecUun 3e05 (b). (e) t.tasonry v:crk rcGuired Uy Cliaoter 24. <br /> 12�r Roal dca�nar� shoulA be confutted under the 7�G. Soil dassi:¢a;ion in conformanca v:;h Tahle ::o. <br /> • pubiie siCc�valk. Section 320i (e). 28�[3 end ............................ pounds Ner square , <br /> foot soil I;c.rinE valuc used in design s.iould . <br /> �� ]30� Ovuflovi drei�r. ha�4ng ;te scm� size as root be specilied on plans. Sett:on 2905 (a). <br /> drains .nd un inf.,pendent tlr.m lines ,rc re• -- - ' <br /> qnireJ. In lieu of this, ovcrflow s[uppers threc 147• Tl�c founda:ion im�estiga;ion report mentiened in <br /> • limrs Ihc siae ol roo:tlrains shcultl bc installed P��n.eia5 not IntWded in da:a fonrzMed lo us. <br /> in parapct �rzits. Overflo+r rystcro should have It should b: su4:ai!;ed for revie:i. <br /> inlels localed 2 in[hes ^6o:e the lo•.v points ]QQ. All mJsonry or eoncrCte eiemr.nls resis:in� se.is• <br /> of the rool. Se;lion 32J7 (c). mic forees s1:oWd quatdy as reinforced ele• <br /> ' - ]31, TAr a�i regate�rca of p.nthocses ar.d othcr wof inenls. Seclion 231�i (A) 3. <br /> . sUuclures cznnet caceecl 3J!(� F=�cen[ of the 149. P�eeast eonciMe e:all panels are Iimi:eA to an <br /> supp,rtin� rool area, Seclion 3601 (b). ' . hJt ratio of 36 (25). Seclion 2ii16 (c). <br /> ' . FlCC•[aTR:GUI5H1IiG SYS7Etd 15U: 1Vood tncrnU.^.rs may support londs Iwm mn� <br /> , senry ar coua�tr only undcr tuc conAdions <br /> � spccdicA in Seclion 7.516 (a). � <br /> ]32. An .pi•roeed.ulonealie Iiio-ealinCuishing s};lem 151. SUuclura� .alcu:olions should be su6mitled to <br /> � in Ihc ............................................ is rc9��`�ed. . justily Ihc ad�quacy of lhc strucWr.l system <br /> Setiion 3802 (b). 1hi: intludes blind spaces in resisting sefsmic and wintl loads, and sup� <br /> aictosed �rholly or paKly by um6usliLlc eom poning Jcad and livc IoaJs. This incluucs <br /> strucliun. � founAations. <br /> �?,.� n�y Si,�d��nes �w «<i����c:� �� i,:��m����5 to��r or 152. Juslifying eaku!ations and d:lails shoulc bc ��ro� <br /> � more slo�ics in hci�ht. Section 3&03. - ��idcd for............................................................ <br /> l3�.l \'icl SWnJPiprs aro rcquiicU as spcCificd in Sco .....................:................................................... <br /> tion 3f20�1. 159. Raols shall bc desifncA tor snow loods of <br /> l3i.I (:ombin5tion si,��d���cs aro rcquircd in huild. r• • •.•.•••• Pounds per squarc (006 Section <br /> in�; cxecAin� SSD (rcl in hCi�hl. Section 3C05 230� (e). <br /> (b). 15A. 7hc rnnf should Ln�JesiCncd fc,r uplilt wind pr,s• <br /> ]3C.� Guitdin^s six sinrics or niorc in liri�hl should bc � Smo.v:W� duc consulrralion lur I:dc=il supp-.rl <br /> ul cump�c•.:iun Ilan�;c; nf Ilcxlu:i� mem4c�5. <br /> proeidcd u�rth nol Irc•, lh:m onc stanJ{nPc Aur• <br /> iiq; constniitiun. tirclinn 3::Oi� (h). ISS. 1'Innr loicl :honid eonadef a 20�pound prr <br /> loi^ tnrr.iirCuishmt: ;e.irrn plant :,hould he ;u6. cqua,c Inot p.uliGun lo:�d. ;^dinn 2JU� (bl'_ <br /> � niilled In you 1.� detrinune conipliance v�ilh 1!i0. 1.imtpmec �.L�niIJ Le JevL'ned Inr n I;O�pemiJ per <br /> ,ppliLo4lp InW:Lng, plumlun��, �nct liic cOAcs. stplJrC fou( livc loa:l. l�nlilc No. 'L'3�A. <br /> ! <br />