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. <br /> � <br /> ; , � <br /> 120. �When lhree or more exils are required, no more <br /> lhan tvro mquimd er.its should exit into thc FIREhLACES ANU CHIMNEYS <br /> same cxit syslcm. Seclion 3317 (h). � . <br /> � 121. No poin[ in a room in a 6uildins should hr. morc 138. Chimncys shoWd eomply with Seclions 3703 <br /> (hau 75 icci to an exiL curriJur, endn5ed sWir• enJ 3704. <br /> , way or eaterior o( fhe buildin�. Section 3317� 139. Fireplar.r.s and barbecucs should comply with <br /> ���' Scr.tion 3707. <br /> ]22. Exitinp throu�h adjoinin� rooms shoWd comp�y <br /> � witli Seclion 3317 (d). FINISH WORK <br /> 123:' Panic hardware is required on exit doors serving <br /> ruoms containing niore than 100 occupants 1A0. Tiw inlerior wall and ceiling finishes should be <br /> and in corridors of Group C Occupancies. See specified and comply �vith Table No. 42-� and <br /> lion 3317 (j). Section 4203. <br /> 124��Evary room in a Group D Occupancy should have 141. Gypsum aallboard (interior lath anA p�aster) <br /> access lo at Icasl two Iegal means of egress. cannot be instailed on weather�exposed surv <br /> Section 331& (a). tacet. Sections 4705, ]711. See Section 424 <br /> for definition of wcalher exposed surface. <br /> ' 125r �Doors from ocdrooms and wards al Group D <br /> Occupancies and all exit openin�s where non- 14'l. SkyliE��ts should complY with Chapler 34. Plastic <br /> ambulotop' palicnts are housed shoWd have a skylighls are allowed anly under the conditions <br /> minimum clear widUi of 44 inches. No pro� � specificd in Section 5205. <br /> �e,tions in ihis eiidth are allowcd. Section 3318 r 7q3: Glass �nd glazing should eompiy with Chapter <br /> �� 54. Type and thickness of �lass shouid 6e <br /> 126! Panic harAware is required on exit doors serving i specified. <br /> morc than 50 ottupants in Group D Oaupan- 144. Glass and �lazing in hazardous lowtions should <br /> eies unless there is no lalch or lock. Section comply with Section 5AOG. <br /> . 337f3 (f). <br /> � STRUCTURAL ` <br /> FLOOR, ROOF CONSTRUCTION, COVERING, . <br /> SKYIJGHTS, ROOF STRUCTURES 145. Speciai inspection in cnnformance with Section <br /> 305 is requircA for thc Iolinwing work: � <br /> 127r The space between wood floor construclion anA ��) Struclural concrete where Ihe design is <br /> a suspended eeiling br.low shoWel be dividecl based on an Wtimale compressrve strentith <br /> into amas nol exceeding 1000 squure feeL ' iu er.cess of 2000 pcunds Per syuarn inch. <br /> Scction 1ti17 (e?, (b) All wclding cxcepl v;here dane in lhe shop <br /> � of an appruved fabncator. <br /> � 128.� AlliCs' ol Cnnibuslible nta(crial Sl�Ould be di�•ided (c) Installation ol high strength bolls. <br /> into ,rcas not esccediug 3000 ('J000) square (tl) Prestressin� work. <br /> fect. Scction 3205 (b). (e) M1tasonry vrork required by Cliapier 24. <br /> 129' Roof draina�;e shoWd be conducted under the �4G. Soil classification in conformancc�vith Table lJo. <br /> pu6lic sidcr�alk. Section 3207 (c). 28�U �nd ........._......_._...... pounds Pcr square <br /> foct soil Lcarin� valuc used in design should � <br /> 130� Overtlo�.v dmiu; tiaving the same size as roof be specified on plans. Srction 2905 (a). � <br /> drains and on independent dmin lines arc ro- - <br /> quired. In lieu ot Ihis, ovcrllow scuPPcis ihree 147. The loundation investiE�tion reporl mr.ntioned in <br /> tiines lhe 5ize o( roof dnin:shoUld be ins[alled P����'•�'+�s nol includcA in data lonvarded to us. <br /> in parapet wrd!s. Overflow systetn should hovc Il should 6e submi!ted for review. <br /> . inlets Iocaled ? inches above the low points 7qg, All niasonry or conerete elr.ments msi;ling seis• <br /> of lhc rooL Seclion 3207 (c). mic forces shouid qurJify a; rcinforced ele- <br /> 13.L �The aggregale arca of penthouses ard other r,-,of inents. Section 237•4 (k) 3. <br /> strur.tures cannnt exceed 33�/� percent of ihe 1A9. Precast concrete wall panels are limiled to an <br /> supporling rool area. Seclion 3G01 (b). h/t ralio of 36 (25). Section 2G16 (c). <br /> , FIREEXTINGUISHING SYSTEM 150. Wood members may support Ioads Irom tna� <br /> � sonry or concrcle only under the conditions <br /> specified in Section 2516 (a). <br /> 132: �An approvcA au(omatic Iire�exlin�uishinF syslem ]51. Struclural calculations shoidd be submilled to <br /> in lhe ................_.......................... is required. , justily lhe adequacy of the structunl system <br /> Seclion 3802 (b). This includes blind �-paces in resistinE scismic and wind loads, and sup• <br /> enclosed a�holly ar pa-tiy by combustible con• portin� dcad and live loads. This includes <br /> struclion. foundalions. <br /> 133:� Dry slanclpipes aie requirod in buildings fonr or 152. Justi(yin�calculations and delails shoulcl be pro� <br /> more storics in hcighL Sectiou 3803. vided for............. <br /> ............................................... <br /> --- - <br /> 13.�"� tvet slonJpipes arc required as speci(icd in Sec .......................................................................... <br /> lion 3R04. 163. Roofs shall be desiCned for snow loads of <br /> 135" Coiiil�ination stnndpipes arr required in huild� ���-���--��������� Pounds per squaie (oot. Section <br /> inC,s execding 150 fcet in hcighL Section 3805 230� (c). <br /> � (��' 154. Thc roo(should bc desiC��cd for upiHl wincl pres <br /> ' ��G. GII�I[IIf1�;5 SIR S�OfICS OI'O101C 10 IICI(;III$IIOUI(I I)C SIIICS R'I(II (IIIC COf1S1(If��H00 {Of IdlCf:ll 511�I�Of� <br /> provideJ with nol less Ihan one slandpipc dur• of comprrssion flan�,r�: of llezm:�l membcrs. <br /> _ , in� construclion, Seclimi 3806 (b). 155. 1'Inor load should r.unsidcr a 20�pound per <br /> I�I:�� I IIC�C:(1111(:lll$I:'.OG sqslem Plans shoulA be sub� �qu�m foot paiiilion IooJ. Sedion 2302 (b). <br /> rnill��d tn you to detennine campliance with 15G. Ma«�uces shoWA be dcsigneA for a 60�pound per <br /> , applicable Ctulding, I`lunl�ii•r. and lire codes. square foot live load. Table No. 23•A. <br /> Shcr.t No.G of 6 Shcels � <br />