2106 EVERETT AVE 2016-01-01 MF Import

, . ._��) !'^ C.�C.��.1� CL.,,:a. . " 120. When three or more ezits are requimd, no more FIREPLACES AND CHIMNEYS than lvro requircd exils should exit into thc . . satna cr:it syslem. Section 3317 (h). ' 121. No poinl in a room in a building should be more 138: Chimncys shoidd comply with Seclions 3703 than 75 f4et lo an ezil corridor, endosed stair- and 3704. _ , way or exlerior of the buildinp. Seclion 3317' 139� f'irepinr.es and barhecucs should comply wiUi (c). Section 3707. � 122. flziling lhmugh adjoinins rooms should comply FINISH WORK wi!h Section 3317 (d). ✓ 123. Panie hardware is rcquired on exit doors serving 140. The inlerior wall and ccilin� finishes should be rcoms contaminG i�ore lhan 100 occu �+nls specified and comply with l'a01e No. 42�D and and in corridors of Group C Occupancies. Sec Seclion 4203. tion 3317 (j). '' 124. [very room in a Group D Occupancy should Imve lAl° Gypsum H�allboard (ialerior lath and plaster) access to at Icasl lwo le�al means of egrcss. cannot be instailed on wealher�ezposed sur- Section 3318 (a). faces. Seclions 4705, 1711. Sce Seclion 42M1 tar definilion of wcather exposed surface. � 125. Dours trom bedrooms and wards of Group D 14?! Skyli�hts should complY wilh Chapter 34. Plastic Occupancies and all exil opening. where nom skylighls arc aliowed only under lhe condilions ambulalory palients are housed shoutd have a specified in Section 5205. minimum dcar width of 44 inches. No pro• jeetions in this width are allowed. Scclion 3318 143. Giass and glazin� should eomplY viilh Chapter (b). 54. Type and thickness of gl.ss should be " 126. Panic hardware is required on exit doors serving specified. _ mom lhan 50 accupanls in Group D Occupam 144: Glass and glazing in hazardous Iocalions should cies wdess there is no latch or lock. Section comply �vith Section 5A06. 3318 (Q. • . STRUCTURAL '� FLOOR, ROOF CONSTRLCTION, COVERING, . _� SKYLIGHTS, ROOf STRUCTURFS 145. Special inspection in cnnlonnancc with Section 305 is requimd for the follovrin�work: �-- (a) Structur.l concrele �vhere the design is 727. The sp2ce br.hveen wood (loor Construction and based on an ultimolr, compressire strength a suspended ceilinF; betow shoWd be divided . in ezcess of 2000 pounds per square inch. � iulo areas not exceedinF 1000 square (ee[. (b) All wcldin� ezcepl �vherc dene in lhe shop Section '1.517 (e). of nn approved {abncator. 126. Altics of combustible malerial shoulcl 6e divided (c) Inslallation of hi�h stren�th 6olis. (d) Prc>tressin� work. inlo arcas nol eaceedinG 3000 (9000) sqnare (�) Idasonry work required by Chaplr.r 2h. feet. Section 3205 (b1. . - � ` 129. Root dmina�c should be conducted under the 14 . Soil classification in conformance with Table fJo. . 28�U anA ..........._............... Pounds per square , pu6lic sidmvalk. Seclion 3207 (c). fooY soil bcaring value used in dcsign should . 130. Ovc�Joe� diaius h.win� thc same size as roof be specified on plans. Section 2905 (i)• �'iains nnd on independent drain lines arc re• 147. The loundation investiG�tion report mentioned in quired. In lieu ol this, ovcrilow scuppers three p�ans vr�s not induded in data fonvarAed to us. times the size of ioof dmins shoulA be installed It shoulA be su6mitted for revicw. in parape[ walls. Ovcrtlow syslem should havc - - inlets lac,teJ 2 inches above �he low poinls IAB. All m�sonry or toncmle eiements resisting seis� � of lhe rooL Seclion 3207 (c). mic forces should quality as rcin(orced ele� 73.1. The.gGregate area ot penthouse:and other reof . ments. Seclion 7314 (k) 3. slnictures cannol ezceed 33�/a percent of the 1A9. � Precast eoncre[e wall paneis are limited to un supportin� roof arca. Section 3601 (b). h/t ratio of 3G (25). Section 261fi (c). 150: Wood membcrs may support loads trom ma• FIREERTINGUISHING SYSTEM sonry or concrele only ander the conditions � specified in Section 251G (a). 132` An approved automatic iire�extinguishinq syslem 151� Slruclurat calculations should be submitled to in thc ................._....__._....... ... .. is required. � justify Ihe adequacy of lhe slrudural syslem Seclion 3802 (b). This includes Ulind spaces in resisling seismic and wind loads, and sup� enclosrd v:holly or pa•tiy by cnmbustible con- porting dmA and live loads. This intludes structiun. foundations. +�=' ^;• etandpipes are iequired in buiWings four or 152� .Iuslifying calculations and details shntdd he pro� � y more storics in I�ci�;hL Seclion 3503. vided for.... �._ ........................................................ ; .. ....................................................................... 134.` \Ycl sWndhipes arc rcquired as specificA in Sec liun 3G04, 153� Roof, shall be desi�ned for snow loads of _ � ...................... pounds per square fool. Seclion 135: Coiiibination slandpipes are rcquimd in buiid� � 2305 (e). � in�s ereedinC 150 feet in hcighL Seclion 3805 - -- ��, 15A. lhe root shovld be desip,ned for�q�lift�vind prrs� sums wilh duc eansidention for lateral support • 13G. GuilAinr.s siz storics or more in Iwight should Uc of compression 11anL'�'s of Ilexw:�l inembcrs. provided wilh nol less than onc clandpipc dur� ------'- in� construdion. Seclion 3806 (b). 155: Flnor load should eonsider a 20�pound per _ _��__ .. square toot parlilion load. Seclion 2302 (b)_ _ 1;7Y� 1'iic�c�xiinl:uishin[� syslent plans slwuld bc sub� -- -- - � tnillcd fo you lu Jufermine cumpliance with 156: A1arquees shuuld he designed for a GO�PuunJ pr.r appliwhle buildin�, Plumbinp, and firc eodes. syuare tool live ioad.l"able Na 23a1----- � �-------- �--'--�- - ----- Shr.et No. !t of 6 tiliccls