2106 EVERETT AVE 2016-01-01 MF Import

� . . . � �.�a (, �tn-:., •'S' �%,: 157: �Gara�es for thc storage of privale pleasure cars 167: Detai�s shoulA be provided on'roof (11oor) dia• should be designed lor n minimum 2000�pound phragin connections Uiat indicate hov� the wheel load. Section 2302 (b). shoats are transferred lo vertical shear�resist� 158r � Live bad sipns arc requircd. Sedion 2309. See � , inG elemenL•. Connections should be justified ....................... .................................................. � witl� stnictural calcuiations for compiiancc witli 159." Glued•laminated Iumber stiould be fabricateA in a��owable values. accordance with Seclion 2511 (f). 168." Naiiine tor�ypsum board (lalh, sheathing board) ]60:" Allowablc stress in �Ived�laminated memb�rs used slructurally on shear walis should be over 12 inclies in �eptlt sliould consider a specilicd to compty willi Table No. 47•I. depth reduction faclor. Section 2511 (d) 6. 169: Shear walis utilizin g gypsum hoard (iath,shealh• . 161. �olled connedions exposed lo ihe wealher are ing board) cannot be used to resist loads im• limiled to 75 percent of the allowable load posed by masonry or concrete walls. Footnote under pmlecled conditions. U.B.C. SWndard 1, Table No. A7•I. No. 25�17. 162.' Anchorage of concrete and masonry w�lls shouid 170• Railings should be desi�ned to �.vithstand a 20 .comply wilh Section 2313. (50) pound per foot horizontal force. Table No. 23•C. 163.' Plywood grades should conform with Tablc No. � �25�Q. 171: Ceiling joisls shotdd be designed for tolal load 164. Juslification is required Utat sufficient slope or of not Icss than 10 (70) pounds per square camber is avaiWble to assure adequate roof foot. Table No. 23•C. draina�e after long time detlections. In Iieu of 172. � Inlerior partilions shouid be justifir� strucWrally this, roofs must be desi�ned for possible pond• for strenGth and deflection criteria specified in ing o(watec Section 2305 (e). , Section 2312 (b). ' 165. Details on stressing method and hard�vare alon� — with juslifying data are required on prestressed 173. .................................................... should comply concrele work. This data should be submitted with a specific IC80 research recommendation and approvcJ p�im tu uideiiug uf u�alciiai. or juslifying test data should 6e submitleti in Note lhat all tendons should comply with Seo compliance with Section ]OG. � , tion 4303 (c) 3, for firo-resislive purposes. -- 166. Weldin�data or deWils for steel deckinG ��sed as 174. Plans should indicale that foundations extend a diaphra�m should be provided. Information below the fmst line. . . should comply with a specific IC00 research 175. Provide cornplele specification in conformance recommendation or test data submilted in compliance with Seclion 306. with the design for............................................ Addition,I Corrections: � ' These sheets are� part of We plans and shall remain attached thereto. Corrections as above indicaled will be complied .viUi. Recliecked and APproved ...........................................................................(SiGn Here) ..........,.................................................. ................. (SICnn(urc of Owner or n��ncanU Date.......................................................................... � Checked by.............................................................................. . Dalc........................................................................................ Shr.et No. G of G Shccls