2616 COLBY AVE FRYING LEMON FISH 2024-02-09

Table 2.3.2 Frequently Used Load Duration Factors, Cob Load Duration (11, Typical Design Loads Permanent 09 Dcad Load Ten years 1.0 Occupancy Live Load Two months L 15 Snow Load Seven days 125 Construction Load Ten minutes 16 Wind/Earthquake Load Impact" 2.0 Impact Load 1 Load duration tictors shall not apply to iricrmcc modulus tit dasuct- tv. L rcfcrrocc modulus of elasucity for beam and column stability. L_, nor to wirrence compression perpendicular to gram design values, r based on a dctirnnatum limit _ Load duration !actors greater than 1 6 %ball not apply to structural members pressure -treated with water -home preservamrs isce defer- ence 301. or trrr retardant chcaucals. 'I he ampact load duration factor "I not a ppiv to connections 2.3.3 Temperature Factor, Ct Reference design values shall be multiplied by the temperature [actors, C,, in Table 2-3.3 for structural members that will experience sustained exposure to ele- vated temperatures up to 150'F (see Appendix C), 2.3.4 Fire Retardant Treatment The effects of fire retardant chemical treatment on strength shall be accounted for in the design. Adjusted design values, including adjusted connection design values, for lumber and structural glued laminated umber pressure -treated with fire retardant chemicals shall be obtained from the company providing the treatment and redrying service_ Load duration factors greater than 1.6 shall not apply to structural members pressure -treated with fire retardant chemicals ( see Table 2.3.2 ). Tab 1 e 2.3.3 Temperature Fatly w, Ct 2.3.5 Format Conversion Factor, KF (LRFD Only) For LRFD, reference design values shall be multi- plied by the format conversion factor, Ki-, specified in Table 23.5_ The format conversion factor, Kt, shall not apply for designs in accordance with ASD methods specified herein 2.3.6 Resistance Factor, QI (LRFD Only) For LRFD, reference design values shall be multi- plied by the resistance factor, 41< specified in Table 23.6. The resistance factor, 40. shall not apply for designs in accordance with ASD methods specified hereto_ 2.3.7 Time Effect Factor, /_ (LRFD Only) For LRFD. reference design values shall be multi- plied by the time effect factor, X, specified in Appends., N.3.3_ The time effect factor, X, shall not apply for de- signs in accordance with ASD methods specified herein Reference Design In Service C, Values Moisture Conditions TS1000F I00'F-T&125°F 1215OF-f51__WF f , L. Ll,, Wet or Dr_y I.0 0.9 0.9 Dry 1.0 0.8 0.7 F,., Fn and F. Wei 1.0 0.7 0.5 \6 cr and dry sen-rcc r.ondwons for ciwn lumberstructural glued larmnmed umber, prcL*ncwcd t%vod i-jntsts_ vur i usl comlaisrtc lumber. «card ciructurak panels and crass-fammatcd runher arc sp —died m 4 14,514T 7 1.4. M. l 4. 9.3 3. and IU 1.5 resptectnety