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ffy- s ]43 -tr- n_02/ l'3-tr- _161 <br />4 0 - <br />25¢te,jiff 72'52 5-FiA* ·Page 5 of 5 <br />··* ./<i;Detail the shear transfer connections which tran;dferiateral forces from horizontal diaphragms throughc Lijintermic eemesnshe atoheAdfEt73) D-Xc,.,4 3/2- 1 42, 6,/ 2- , 2/ 2, S 4 <br />)etail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603) <br />"46>*he City has encountered a large nurhber of inspedion problems arising from a lack of specific framingt(R details. The following listed items are required to be shown on the plans (CBC 107.1):L\/I «¥3/5 <br />- All plumbing walls are to be framed with a minimum of 6" studs. €2 '. /9 11+ <br />- Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" studs permi 4 1 Sk"t .ZA <br />Staggered studs are acceptable. <br />'Floi# . <br />e fr64" 5 <br />/ Permissible nothing and boring of joists are to be shown on the plans and shall not exceed CBC <br />Section 2308.10.4.2 allowances. <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 />1 Header and trimmer details for doors and windows are to be shown with full length trimmers, 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 signed1 - <br /> prior to submission into plan check\A <br />/ - All stud bearing walls are required to comply with the minimum requirements for load bearing walls. <br />0\L,Show location(s) and provide typical construction details. (2308.9) <br />1/ i <br /><7 yn 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 />Z>-,4 \ - Live Loads for roof, attics with limited storage, attics without storage, habitable attics and attics <br />A ) served with fixed stairs, floors, and balconies/decks, and stairs per Tables R301.5 & R301.6; <br />i € 1- Wind Loads per Section R301.2.land wind exposures per Section R301.2.1.5; <br />v\ 3/ - Seismic Loads per Section R301.2.2; <br />- Local Jurisdiction Design Criteria per Table R301.2(1) <br />44*z. Revise electrical plans to show receptacle outlets so that no point along the wall is further than 6fppt from an outlet. (CEC 210.52(A)) .fled, 06"- r tyl,1 1 4% G lv' f!.) 1 56, y 730 <br />ist one outlet to be installed at the front and rear of each dwelling unit. (CEC 210.52(E)) <br />0 6/Y' 8* Sk,At 'fs rcups).j -4.a c. ·rn/(33ction is ready to pick up at the counter. Please see additional corrections on plan and <br />lation. Additional corrections may follow when revised plan resubmitted. 6 k ,4-(Clq- ___ - <br />553--provy ok strqf Fr-/ 14 a.2,4£2, t-1-6.- gU c.j, 4-4 o,Oly <br />c:24 J# f l_-2- <64.- - f€J vno- -19, <br />/1. At le£ <br />calcu