1812 EVERETT AVE 2018-01-02 MF Import

.- ( � ,' �._�� , .J � r.: . � � _ , G � ,�/.«-�Z� .� 120.` When lhrec or more ezits are required, no more lhan tvro rcquircd cr.il; should cr,it into thc FIREPLACES AND CHIMNEYS samc exit system. Section 33ll (b). 121. No point in a wom in a building shoulA br. more 13P. � Chimneys should comply with Seclions 3703 ihan 75 feet to an exit corridor, rnclosed stair �0� ��• � way or exlerior of the buildin�. Sedion 3317 139. fircpl�r.es and barbewes should comply with ��)• Seclion 3707. 122.' Eziting lhrough adjoining rooms should wmply wi!h Scction 3317 (d). FINISH WORK 123: Panic hardware is required on exil Aoors scrvin� rcoms conlainine mom Uian 100 occupants 140. Tiic interior wall and ceiling finishes shoulA be and in corridors of Group C Occupancies. Seo specified and comply �vith Table No. 42�0 and tion 3317 (j). Se:lion 42C3. � 124: [very mom in a Group D Occupanry should have 141. Gypsum Nallboard (inlerior lath ,nd pWster) access to a[ least Uvo le�;al means of e�;ress. cannol be inslalled on weathervezposed sur� Seclion 3318 (a). faces. Seclions 4705, 1711. See Section 424 ��for definition of wealhcr exposcA surt:.ce. ]2S Doors from bedrooms and waNs of Group D O[cupancies aud all �zil openings �1here non- 142: Skylights should r.omf��Y�+�th Chapler 34. Plas!ic ambulatory palienls arc housed should have a skyliGhts aie allowed only under thc :.onditiuns minimum dear width ot 44 inches. No pro� specified in Seclion 5205. � jeclions in this width am allo�.ved. Scction 3318 ' 7q3. Glass and �lazing shou�d eompiy wilh Chapter (b). y• 54. Type and tl��ckness of glass shouid be 126: Panic hardvrare is required on ezit doors serving specified. . morc ihan 50 cccupants in Group D Occupam 7qq� � Glass and Plazin� in hazardous locations should • cies unless ihere is no latch or lock. Section comp�y wilh Section 5406. 3318 (f). STRUCTURAL ' FLOOR, ROOF COIJSTRUCTION, COVCRING, SKYLIGHTS, ROOF STRUCTURES 1A5� � Speciai inspeclion in conformance v:ith Seciion 305 is icquired for thc follmvinp,wcrL: (a) Struduml concrete where the design is 1D. The space belvmen a�ood f:oor conslnir.lion and based on an ullinmte compressive strength a suspended ceilin� bclo•.v shoulcl be divided in excess of 2000 pounAs per square inch. into areas not exceeding 1000 square feeL (1�) AII v:etding except whete donn in ihe shop .Section 2517 (_?. ol an approved faLi�cator. 126. Attics of conibustiblc m:dcrial should Le dividcd (c) Installation of high strcn�th boils. . infn areas nnt escecding 3000 (9000) square (d) Prestressing woik. I � fect. Section 3205 (b). (e) Masonry•�vork rcquired by Chaptcr 2q. . 129. Roof dr:,ino�e should be conducted under lhe 14G: Soil cl,ssi!ication in conformancc witl��Tahle No. .public sidev:alle. Scction 37�i (e). 28�6 and _......_._.............. pounds Per squa�e toot soil Lcarin� va�ue usrd in AesiEn sho�ild . 130.' Ovcrll,.w draiu; having Ihe same size as roof be specified on plans. Sedion 2905 (a). drains and on inclepr.ndei�t drain lines arc re� � - quired. In lieu ol this, ovcrllow scuppets lhree »�� The foundalion investiEation ref�rt mentioned in times thc size of iool drains should be i�istalled plans�vas not included in dala lonv.rded to us. in parapet �.vatls. Ovcrtlow rystem shou!d have It should be submi!tcd for revicw. inlets low(od 2 inches a6ove the low points 148.'� All masonry or concrete clements resislin� seis� �of lhc �ooL Seclion 3207 (c). mic forces should qualilv es rcinlorced ele� i31: Thc a�Frepatc�rca of penlhnuses and other roof inents. Section 231�1 (k) 3. s(ructures c.nnot exceeJ 3J�/j percent of the lA9`� Precast concrete wall panels are limited to an supporting root area. Section 3601 (b). h/t ratio of 3G (25). Section 261G (c). FIRE•EXTINGUISHING SYSTEM 15DS Wood members ntay support loads from ma• sonry or concrele only wider ihe conditions • specifieA in Sec:�on '1.51G (a). 132: An approved aulomatic fire�extin�uishing system 151': Structural calcuiations should be submiUed to , in the .._.................. _................... is required. juslily Ihe �dequacy of the structural rystem Seclion 3802 (b). This includes 61ind spaces in resistinp, seismic and wind laads, and sup� enclosed wholly or parUy by combustibie con• porling dead and live loads. This inci�des struclion. foundations. 133: Dry slandpipes are mquiwd in buildings four or � 152. .luslityin�calwlalions nnd det�ils shoWd bc pro� more storics in hei�hL Section 3803. - vided for....._..................................................... 134: R'cl standpipes are requircd as speci(ied in Sec� ..._._..�............................................................... lion 3804. 153.' Roofs shall be desipned for snmv loads of ]35: Conil�inalion st�oApipes arr required in huild� 2305 (c). �� ounds per square foot. Seetion mgs execding 750 feel in hei�ht Section 3II0� __ - � _��' � 154: Thc roof sheuld be desi�neJ for upliit�vind pres ' ]3G.� f3uildin�s six s(orics or nlotc in hcight shoidd bc surrs with duc considcr.�tion for latcral suppnrt o( COf11��Ic55iOp fl.lnQrS Of Ilexuf�l IIIG111iCf5. Iprovided with nol Icss Ihan one slanJpipe durv - ___' 1 in�, conslniction, Si�clion 380G (h). 155. �loor load shoWd cunsider a 20�puund �;er 1;t:.', fir.-.tii��uis.hin,. syslcm ptan, should be sub� sTiarc font Pihition load. Srclion 2307. (61. . Imillcd lu you to dciciminr. compliance w�u, :�e: rn,�q��o� �no��id ��:do�;�r,nod tor, r,o�„ound ��r npplicablc Untldin(;. plumhinn, ,ind firc codes_ sqUarc (uot livc Inad_7abic No. 23�A. _` __1---_ .__ Shcct hu. 5 of 6 Shects