Laserfiche WebLink
• '.011felill•iwt' V;Itll sec- <br />ip r �.�I, <br />h .,.'IL : .,:'I for D•2 (1) Occupancies. <br />�I (j. <br />Com0crl: of Group C Occupancies sllnuld have. a <br />nldtti requlit(1 Ly `.r: IWrl 33(12 ph,,, A� ff-t, but <br />{ <br />not less than G Icel. Section 3317 bb)• <br />- -• j-120. <br />i 00, !.,)Or above or belOVr the ground finer level <br />of G•Oup C Oeeuptrlci ; should hat • no less <br />• , <br />tflcn hvo Vail stairs. Section 3317 . <br />1121. <br />Exit stairs serving on occupant load of more than <br />i <br />103 in a Group C Occupancy should have a <br />i <br />I <br />ripPiulm clear width of b feet. Section 3317 <br />ea - <br />I <br />112. <br />Exit doers c o t-h�rrct TOT.t'1�! fGdtii�PtTStS�I <br />I <br />tt*'+i"tM*"tLCj(irtLrC"'Li•^.'ztiti7T'�••h}!(1 in roil) 0. <br />I Occupancies. Section 33171 dv:.e+vfr' <br />� <br />' <br />123. <br />-L+!^2fo7r+""Rt7�7-Seiu,c:r(,nrNerµloetC-ts--rh,.. in <br />tlaa..ct;rw,ioa.o=,gwsss..Sxctx+n�is�1;A*iclk <br />I <br />Roans of Creup C Occupancies used by pupils <br />I <br />1124. <br />and located below grade should have one exit <br />Ieading ditcctly 41 the exterior of the building. <br />Beckon 3317 (I}. <br />1 ✓. <br />Panic hardware is required on exit doors serving <br />rooms containing more than 100 occupants <br />and in corridors of Group C Occupancies. Sec. <br />• <br />Lion 3317 C.'z. <br />�126. <br />Evcly room in a Group U Ocwpancy should have <br />access to at least two legal means of egress. <br />Section 3318 (a). <br />1127. <br />Doors from bedrooms and wards of Group D <br />non <br />Occupancies and all exit ousel <br />Ss L-ld h <br />an:Sulatery patients are housed should have a <br />minimum clear width Of 44 inches. No pro• <br />jections in this width are allowed. Section 3318 <br />i <br />M. <br />128. <br />Panic hardvare is required on exit doors serving <br />MOM than 50 occupants in Group U Occupen- <br />Vies unless there is no latch or lock. Section <br />I <br />3318 (f), <br />129. <br />Every sleeping room below the fourth floor <br />A <br />should have one openabie window--.-1y�r exterior <br />door tonforming to Secli00 ��i:✓/lor 1 <br />( <br />DClnC6 <br />gency exit of rescue. Zy'iI y,,, <br />FVQDd, ROOF CONSTRUCTION, COVERING, <br />SKYLIGHTS, ROOF STRUCTURES <br />(- <br />1 130. <br />The since between wood floor construction and <br />a suspended ceiling bolvvr should be divided <br />into areas not exceeding loco square feet. Sec. <br />Nor, 2dw. aS 1 <br />Attics o1 combustible material should be divided <br />into areas not exceeding �M41(grei j square <br />H131. <br />Seclion'3205 (b). <br />132. <br />Rfeet. <br />oof drainage should be conducted under the <br />pub!ie sidewalk. Section 3209 (a). <br />{{---- <br />133. <br />Overflow drains having the same size as roof <br />drains and on inrkpendeul drain lines are re. <br />quimrl. In lieu of this. overflow scuppers three <br />times the size of roof drains should be installed <br />In parapet walls. Owerllaw system should have <br />inlets located 2 inches above the low points <br />Of NIL roof. Section 320G (c). <br />The al:greitate area of pCntheli%cs .and Uhler roof <br />structures cannot eeceed 33f/1 per cent of the <br />suppartin,, roof nicm. Section 3601 (b)_ <br />b. <br />604 <br />Y <br />..a:l:.1 1 A L:, 'i lrl,,:: •'.:, <br />Closed wl l 011y OI I.:: I,; r. <br />st R100e. O.R.C. <br />, <br />Dry standpipes art I. hl r•.. <br />136. <br />_ <br />more stones in I_ <br />137. <br />'of <br />Ylof standpipes arc re(tpired as specified L. • . <br />tions 3BV/and 38C6, <br />]38. <br />rite•extingliching system plans should be.:.w_ <br />mitled to you to determine compliance w,,te <br />applicable building, plumbing, and fire codas. <br />FIREPLACES A14D CHIMNEYS <br />139. <br />Chinmeys should comply with Section 3702. _ <br />140. <br />Fireplaces and barbecues should comply with <br />Section 3704. <br />i <br />FINISH WORK <br />141. <br />The interior well and ceiling finishes should be <br />0 <br />specified and with <br />with to No9'8 and <br />rply <br />Section 4203. _"L'ly <br />142. <br />Gypsum wallboard (interior lath and plaster) can. <br />not be installed on v:eather•exposcd surfaces. <br />Sections 4705, 4711. See Section 424 for deli• <br />nition of weather exposed surface. <br />143. <br />Skylights should comply with Chapter 34. Plastic <br />skylights are allowed only under live conditions <br />specified In Section 5205. <br />144. <br />Glass and glazing should comply with Chapter <br />54. Type and thickness of glass should be <br />specified. <br />145. <br />Glass and glazing in hazardous locations should <br />comply with Section 5406. <br />STRUCTURAL Wi <br />146. <br />Special inspection in conformance with Section <br />305 is required for the following work: <br />(a) Structural concrete where the design is besed <br />on an ultimate compressive strength in ex• <br />cess of 2000 pounds per square inch. <br />(b) All welding except where done in the shop of <br />an approved fabricator. <br />(e) Installation of high strength bolts. <br />(d) Prestressing work. <br />747. <br />Soil classification in conformance with Table No. <br />Zf%p'{�and ........................... pounds ortr square <br />idol soil bearing value used In design shoud be <br />specified on plans. Section [689-r•), 'Lei O q <br />148. <br />The foundation investigation report mentioned in <br />plans was not included in data forwarded to us. <br />It should be submitted for review. <br />149. <br />_ <br />All masonry or concrete elements resisting scis. <br />mic forces should qualify as reinforced Ole' <br />hems. Section 2314 (it) 3. <br />150. <br />Pretest concrete wall panels are limited to an <br />h/t ratio of 36 (25). Section 2622 (�z <br />151. <br />Wood members may support loads from masonry <br />or concrete only under trip conditions specified <br />in Section Pilo". <br />152. <br />..^a ruileml C:IIe111.1 t; •, r,e <liotllfl he 1111)n'IIt:'d 'n <br />jL, tWy file .Idilll:dcy Of Ill.-, <br />In resisting selsmlc and wln'1 lo:lds. -wj ?pj, <br />Porting dead and live loads. This m;.lm:es <br />foundations. <br />i <br />i <br />Shcct 110....... ...... or ........ 5.......... Slfeets <br />