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,. - - <br />'r <br />� <br />� <br /> . <br /> ]p. When thrre or more enits arc required, no morc FIREPLACES AND CHIMNEYS <br /> lhan lv�o requireA exils should exd mto lhe - _ <br /> 5amc exit system. Section 3317 (h)• <br /> 136. Chirnneys ;hould comply wilh Scctions 370 <br /> ( 321. No poinl in a room m a buildinE shoWd hc morc �nd 370M1. _- <br /> than 75 fect to an exit corridor, endosr.d st�ir- <br /> � . way or eaterior oF the Uuildin�. Section 331%� 135. FirePlar.es aud barbecues sliould comply wiUi <br /> Seclion D707. <br /> (�)• <br /> 122, Eziling lhroUGh ��IaininG rooms should comply FINISIT YlORK <br />� wilh Section 33ll (d). � - <br /> 723. Panic hardviare is required on eait doors servinF 140. The interior wall and ceilinr finishes 5hatld ��� <br /> rooms containing morc lhan 300 occupants specilicd and comply with Tab4: No. 42�� and <br /> and in corridors of Group C Occupancies. Sec Seclion 4203. <br /> tion 3317 (I)� <br /> 141. �Gypsum H�aliboard (interior la[h and plostcr} <br /> r 125. Every room in a Group D Occupancy should have eannot Ae installed on vrenther�ezpesed sur- <br /> aceess to at Ieast hvu legal means of egress. taces. Sections 4705. 1711. See Section 42•M1 <br /> Sedion 3318 (a). tor definition of weathcr expnsed surface. <br /> 7��5. Doors froin b^Jrooms and wards ot Group D lqp, SkyliChts should �on,n�y�,���, c�„r>��� .�-t. ri,�r�� <br /> Occupancies and ail er.il openinEs v:here nom skylighls are allovred onty urder the•::onditiuns <br /> am�ulalory patients are housed should have a specified in Seclion 5205. <br /> ectionsf�i�n tl�isrvldL'ilarefa��:md�IS clion 3318 <br /> 1A3. Gl�ss and C��zing should coinf�Y ������ Cliapicr <br /> �b� 54. Typc and thickness uf �lass shoWd be <br /> speciticd. <br /> 120. Panic h�rdware is roquirrd on exit doors servin� 14,y Glass and Rlazing in hazardous locations should <br /> morc lhan 50 cccuFants in Group D Oaupam <br /> eies unless there is no latch or lock. Section eompiy v:ilh Section 540G. <br /> 331II (Q. � �� <br /> • STRUCTURAL <br /> � FLODR, ROOF CONSTP.LCTION, COVERING. � � <br /> SKYLIGHTS, ROOF STRUCTURES , 145. Special inspeclion in conformar.ce vii:h Section . <br /> 305 is required for tiie tolloe+inn wnrk: <br />� (a) Struclurcl concrete �nliere the design is <br /> based on an uttimate comp:essivr stren�;th <br />� )27. The space behveen wocd (loor construction znd in ezcess of 2C00 pouncis per square inch. <br /> a suspended :etlin� F,clov: sho�ild be divided � ���� qll �•:eldin� cr.tep! wherc dene in lhe shop <br /> inlo arces not exteeding 1G00 54uare feet. of an ::{;proved tahncalor. <br /> Section 2517 (^`. - (c) Instella:iun of hi�h svenGth noHs. <br />� �` 126.,I Altics of combustihle malerial should be divided (d) Prestressin� work. - � <br /> inlo areas not e.:cecdir�g 3000 (9�00) square (�) Atasonry work rcyuiied Uy Chapicr 2�1. <br /> IceL Section 32C5 (b). _ <br /> .46. Soil classification in con(ormanco with Table f:o. <br /> . 28�6 mid ............................ Pounds Per s9uaie . <br /> 129.i Roof drainage should 6e conducted undm the <br /> puLiie sidevialk. Section 3207 (e). foct soil bezring value used in design should <br /> be specificd an plans. Section ?905 (�). <br /> � 130. Overtlovi dreius havinG tire se�mc size as roof _ <br /> drains and on inCependent drain lines arc re� 147. Thc foundation investieation report mentioned in <br /> quired. In lieU of this, over(low scuUPers three plans vras nut included in dala tor.•izrded to us. <br /> times lhe sizz of roof drains shoulA Uc �nsWlled it should b� submi!ted for revic:�. <br /> in parapet tti'ails. Overllow syslem shoWd have <br /> inlels lacnied 2 inchee ahnve the lo�.v points 148. ��m c�to cc OSI1011IJrCQl1�IIfj/1�+`SfC f110fCCCIS�IC� <br /> ' � of the rooL Section 3207 (c). ments. Seclion 2314 Qe) 3. _ <br /> ]3,1. i The�CF�egitr. »rca of penthouses�nd o;her r.-�of - <br /> structives cannot erceeA 33y� percen[ of lhe 149. F�,����atio��otr36 (25). Section�2616��(c)tl �o an <br /> supporting roof arco. Section 3601 (b). � • <br /> 75p�. Wood mernbcrs may support Io�As 1rom ma� <br /> FIRE-EXTINGUISHING SYSTEM sonry or concmlc only undcr the conditions <br /> � specified in Section 251G (a). <br /> � 732. An approved automalic iire�eztinGuishing system 151. Str�si�����he ade'yoacy of,U��o sVuctur,n'iitlYstm� <br /> in lhc .............. . ............._ ........... is requucd. . 1 Y, <br /> Sedion 3802 (b). This incWdes blind spaces m resislinG seismic and wind loads, and sup� <br />�` portin[; dcad and live loods. lhis includes <br /> enclosed wholly or p�'t�y bY ��mbustible com �oundatia�s. <br />� strucliun. - <br /> 133,I Dry standpipes aie requiied in buildinps four or 152. Juslitying ealcula�ions and delails should be i�ro� <br /> videdfor._. -..... ....... ......... <br /> more stones in hcighl. Section 3803. , , , <br /> 13:. \Yel standpipes are required .s specified in Sec� 753. Roofs shall be designed for snow loids of <br /> tion 3804. � ,........ powids pCf squarc Poot. Section <br /> 135. Co�iibinalion standpipes are reqwred in build� 2305 (e). _ � <br /> in(;s cxceding 150 fret in hciLhL Section 3505 154. Tlic roof shoulA br. dr.si�;ncA for upli(t�•rind pm.� <br /> ( I (bJ. Surc;wiW duc considcralion Inr Intcral support <br />, ' ]3G.i Guildin�s six storics or morc in hei�hl should be _ ot conq�rraion (langes nt Iicxural mem��crs_ <br /> proviAcd witli nol Icss lhan on� slandPipc dur- 155. Il�or load should considcr a 'O�Pound P^r <br /> ���e, co�,�v���ao�,. s���i�o�, .;tsoe (��). sm�,r� tool p;uti;ion load. ;^dinn 2102 (b)'_ <br /> 1 13i.,i Firre��icl:uishing syslrm plans should be sub� 1�C. Mart�uees should Im JcsiGned In: n Y,p�pound per <br /> I millecl to y�❑ t� Jcicinunc con�pliancc with sq�m«� fool livc load. Ta61c Na ;_3�A. <br /> iappliwhlc bwldinC.• P����»hini�, and {ire codes. <br /> Shect IJo. 5 of 6 Shcets <br />! <br />� <br />