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It,A 12€49€-9 PIEr» 1 31 ¢|4»J €_t n.0- l'3- -0- 141 La..•-7- %'414»1 5\U 0012 Page 5 of 5 <br />ail the shear transfer connections which tr®ry6er lefteral forces from horizontal diaphragms throughrmediateelements andshea<wallsto-the found®212*1603) D.xJk 31 1,410) 2- ,21, '*\ 4519., .410•*v e.*- <Acbms fAV,All. .-. <br />ail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603) <br />5 >* 9- OAL, 1 <br />he City has encountered a large nurhber of inspection problems arising from a lack of specific framing <br />Mails. The following listed items are required to be shown on the plans (CBC 107.1):U.,X'l 4444/ '3/5 <br />- All plumbing walls are to be framed with a minimum of 6" studs.+6·F·'.15 kt <br />\ 1 Sk*+ 7/s- Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" studs permi <br />Staggered studs are acceptable..IHM'mb <br />1AO+46 I <br />--4-,/ Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC <br />4 j ''Section 2308.10.4.2 allowances, <br />t.-- / <br />Oct / <br />tted. <br />4 - Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored <br />\ holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the <br /> edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.11) <br />- Header and trimmer details for doors and windows are to be shown with full length trimmers, <br /> specifying the size of the header and trimmer. (2308.10.4.3) <br /> All framed buildings which are required to be designed by an engineer or architect must be signed <br /> prior to submission into plan check <br />- All stud bearing walls are required to comply with the minimum requirements for load bearing walls. <br />,Show location(s) and provide typical construction details. (2308.9) <br />Clearly identify all design assumptions & load criteria on the plans. As a minimum: <br />- Dead Loads of roof/ceiling, floors, exterior/interior walls (R301.2.2.2.1); <br />v' A <br />Z>..4 \ - Live Loads for roof, attics with limited storage, attics without storage, habitable attics and attics <br />G served with fixed stairs, floors, and balconies/decks, and stairs per Tables R301.5 & R301.6; <br />* 2 7 - Wind Loads per Section R301.2.land wind exposures per Section R301.2.1.5; <br />O 3\ 1 <br />1 / -Seismic Loads per Section R301.2.2; <br />0 0, C <br />- Local Jurisdiction Design Criteria per Table R301.2(1) <br />37 -Revise electrical plans to show receptacle outlets so that no point along the wall is further than 6fApt from anoutlet. (CEC 210.52(A» Flacv 16•,r- rkqi€31 4% G..,0 1'!03) 7 5"yt- 7-5 <br />ist one outlet to be installed at the front and rear of each dwelling unit. (CEC 210.52(E)) <br />b 6%ph» s L•,1 1 S rtv,SA 4.0 0·vv./9 <br />:dion iswready to pick up at the counter. Please see additional corrections on plan and <br />lation. Additional corrections may follow when revised plan resubmitted. 6 k4- (32 IN <br />4 5-) p (0 ¥IP ok S+10 Fre>,4 14_ a.444.1, tg-G- gU c./, 4-4 o,Cj<.6-9€E- 5--CA+ 1/5 ch. 1- b,la,\ (il3Ii <br />.Ci,03. At lee <br />/ calcu <br />79 3