1510 41ST ST 2018-01-02 MF Import

72G. When threc or more exits are required, no more � lhan tvm rrquired exits should exil intn thc FIREPLACES AND CHIMNEYS same exit system. 5^ctiGn 3317 (A). 121. No po�nt in a ruom in a beildmp shcitld he mo.•e 13n; Chinweys should comply with Seclions 3703 th�n 75 feet to �n exit corrirlor, rnclosed st:,ir� anJ 3704. wny or exterior ot the huildin��. Section 3317 739: Firepler.es and barbecues should comply wdh (�)• Section 3707. 122: [xitin� through adloining rooms shou!d comply vri'.h Section 3317 (d). FlNISH WORK ]23: Panic hardware is required on ezit doore servin� - --- rcoms conta�ninr. mare than 700 occupants 1A0. The in'erior vrall anA ceilin� linishes shoulA 6c and in eonirJors of G ��p C Occupancies. See � ��, sPecified nnd coriply with I�abie No. �i2�D and I tion ?317 (j). Seclion h203. 124� Every mom in a Group D Occupancy should have 141:� Gypsum xallboard (interior lath and plaster) access to at Icast two le�al mear.s of egress. cannot be installed on weather-ezpnsed sur� Sedion 331£3 (a). faces. Sections 4705, 1711. Sce Section 424 . . for definilion oF weather er.posed surface. 725:� Doors trom bedrooms and wards of Group D - Occupancies and all exit openir.gs v+here nom 142. Slryli�hts should compiy vrith Chapter 3�L Plastic ambulalory piticnts are housed shou!d havc a skyli�;hL aie allowedronly under the cundilions minimum ciear widlh of 44 inChes. No pro� 5peci(icd in Section �2U5. jections in this wiUth arn alloered. Section 3318 �' 143. Glass antl gtazin� shocid comGl� v;dh Chapter �� _ 54. Typc and thickness of glas=_ should bc ]26: Panic hardrv.rc is requircd on cr.it dours scrvin� specified. , morc than 50 occupanis in Group D Occupam 1M3. �Glass .nd glazing in hazardous Iccations should� • cies unless there is no latch or luck. Section {,, eomPly with Section 5406. /;;:�„�z � .�•., � ; 3318 (f). ____ STRUCTURAL � FLOOR, ROOF CDNSTRl1CTI0N, COVERI(4G, _ SKYLIGHTS, ROOF STRUCTURES 145. Special inspeclion in conformance viith Section 305 is required fer tLe following viork: (a) Structural cancrete whem the desi;,n is 127' The space bul,vecn wood floor ronslruclion and based on Hn ullimale compressivr strenr.;tli � suspended ceiling Urluvr ShoUld be divideJ in ezcess of <000 pcunAs per square indi. mlo area; not exceeding 1000 square feet (b) qll �:�elding er.cept where done in the shop /Section 'Lti17 (__?, of an approvcU fabncator. 126." Attics of combcstibie material should be �iviAed (c) Inslilla;ion of hirli �;renFth bnits. into are.s ;iot e,ccedinG 3000 (9000j squere (d) Pra•tressinL viork. feet. Sce'inn 3205 (b). (e) Pdasanry work rcquired by Chapter 24. � --- -- --- 129:�� Roof drainago should be conducted under the 146. Soil classifica:ion in conformance v:ith Tahle I�o. � public sidewrJk. Section 3207 (e). 28�13 and .__.._................... Pounds P�r square foct soil bcaring value used in des�Eu s,iouid , ��, 130.% Overtlo�v draiir heving the same ��ize as roof be specificd on plans. Section 29U5 (a). � dnins and on indepondent diain lines are re- i quiicd. in licu of 1his, ovcrfiori scuppers thrr.c 1A7. Thc foimdation im�esti�ation report rnenlioned in I times lhe ,izc of ioof drains shcu!d 6e installed plans�v�s not indud�d in data for:iardcd to us. � in parapet v�nlls. Ovcrflor: ;ystem should have It should 6e submi!!ed for mvicw. inlets locnted 2 inches above the low poinls ]q8. All mzsonry or concrete eiements resi;ting seis nl thc rooL Section 32D7 (c). mic forces should qualify as rcinforced ele• i.� 131. The a�p,re�atn arr� of pen!hcusr., and other roof inents. Sectinn '1.31�i (k) 3. struClures Cannot exceed 33'i percent ot the � J i 149. I recast concrete vr.�ll 4��els are limited to an supportiu�; roof arca. Seclion 36p1 (b). h/t ratio o( 3G (�h). Section ?_GI6 (c). � FIR6EXTINGUISHING SYSTEM 150. Wood membr.rs may •upaort loads from ma� sonry or concrele cnly under the conditions specif!ed in Sec.:on 2516 (a). 132." An approved aulomatic fir��eMlinguishin�system 1�7. Structural calculalions should 6e submitl=_d to in the ......... .............._............._.. is required. justify the adequacy of the structural system Section 3R02 (b). This incWdes blind spaces in resisting scismir. and viind loads, �nd sup- enclosed ��holly or partly by combusfible com porling dead and live loads. lhis includes struclion. foundations. 133} � Dry str�ndpipes are requimA in buildin�s (our or 15?. Justifying calculalions and Aetails should be prm more stories in hci¢hL Section 3803. vided for........................_..........._..................... `--- '- ...._......................._..........._..........._.._............. ]3•:.` lVe! standpipes are reyuired as specilied in Sec� -- tion 3804. 153. Roofs shall be desi�ned for snow load� of 13�i:� Comhinalion stnnd�i ez zre rc uired in I]OI�A� " �" -' """- P011f1(IS per square fooL Section � � Q G3OJ (C). mgs e;:ecdin� 150 Iccl in hei�hL Section 3605 ---- (�). . 154. Thc ronf should br. designed for uplifl win�l pms� � )3C i I3uildin;;s six storics ��r more in lici ,ht shotdd be - -sures t+�ilh duc consiArration lor lateral support � of eompression fl:mgns of Iiezurol incmbets. provided wilh iml Iess lhrm mic slanJpipe dur � . in� cunstruclion. Scclion 3806 (b). � 15!i. flnor Inad should cons�dcr a 2q�pouncl per -7---�-' -�---------- � squorc Icot p�rtition laad. Sr.ction 2302 (b). � I13i'�� fire.�.vlinl;uishin� s�5tem plan; slrotd�l be sub- --�-------------' � inilfcd lo you lo dcicrminr, conipii:ince with 15G. Mnrq�r^,,; should bc designecl for a fi0.pound per -.�___ipplicabll bmlJin�. plurnL;n�__nnel liir codes. sqUore (oot live load. 7able No. 23�A. __ Sheet No. 5 nf G Shents � I