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REVIEWED BLD2022-1225+Calculations+9.16.2022_11.15.42_AM+3112980�� 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA 98072-4436 Phone: (425) 814-8448 E GIE;EERlNG Fax: (425) 821-2120 RECEIVED Structural Calculations Sep 16 2022 DEVCITY OF EDMONDS ELEPPARNMENRVICES BLD2022-1225 For Niles Peacock Kitchen and Bar Deck Canopy 178 Sunset Avenue Edmonds, WA 98020 September 7', 2022 &<7G3S21 ,�. z REVIEWED CITY OF EDMONDS BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA98072-4436 Phone:425-814-8448 www.btleng.net S -L S0VPu2i Of 5) + TY.-,-Z 5)4- -5) r .... ...... .......... �.5..... S f...3...._3�........... Z n��' 'f r ` ` ICJ ` :L T2- [/x' I`fU7L _ - 2� t` = �0LL.v,O(S , "KNic-t� v,ak cc: s Project: — Project Number: Client: Designed By:. Date: Scale: Page: C — 11MENSIONS ANI SECTION PROPEITIES If KTAIGHIAR Iss Nominal Size Weight per Foot Wall Thickness t b/t h/t Cross Sectional Area Ix X-X Axis Sx rx Zx ly Y Y Axis Sy ry ZY Torsional Stiffness Constant J Torsional Shear Constant C Surface Area Per Foot in. in. in. lb. in. in.2 in.4 in.3 in. 10 in.4 in.3 in. 10 in.4 in.3 ff.2 4 x 3 x 3/8 14.72 0.349 5.6 8.5 4.09 V7.923.9 1.39 5.12 5.00 3.33 1.11 4.18 10.6 6.59 1.07 5/16 12.70 0.291 7.3 10.7 3.52 7 1.42 4.51 4.52 3.01 1.13 3.69 9.41 5.75 1.08 1 /4 10.51 0.233 9.9 14.2 2.91 6.15 3.07 1.45 3.81 3.91 2.61 1.16 3.12 7.96 4.81 1.10 3/16 8.15 0.174 14.2 20.0 2.24 4.93 2.47 1.49 3.00 3.16 2.10 1.19 2.46 6.26 3.74 1.12 1 /8 5.61 0.116 22.9 31.5 1.54 3.52 1.76 1.51 2.11 2.27 1.51 1.21 1.73 4.38 2.59 1.13 4 x 21 /2 x 5/16 11.64 0.291 5.6 10.7 3.23 6.13 3.06 1.38 3.97 2.89 2.31 0.946 2.85 6.77 4.67 1.00 1 /4 9.66 0.233 7.7 14.2 2.67 5.32 2.66 1.41 3.38 2.53 2.02 0.973 2.43 5.78 3.93 1.02 3/16 7.51 0.174 11.4 20.0 2.06 4.30 2.15 1.44 2.67 2.06 1.65 0.999 1.93 4.59 3.08 1.03 4 x 2 x 3/8 12.17 0.349 2.7 8.5 3.39 5.59 2.80 1.28 3.84 1.79 1.79 0.727 2.31 4.83 4.04 0.90 5/16 10.58 0.291 3.9 10.7 2.94 5.12 2.56 1.32 3.43 1.66 1.66 0.752 2.08 4.40 3.59 0.92 1/4 8.81 0.233 5.6 14.2 2.44 4.49 2.25 1.36 2.94 1.48 1.48 0.778 1.79 3.82 3.05 0.93 3/16 6.87 0.174 8.5 20.0 1.89 3.66 1.83 1.39 2.34 1.22 1.22 0.804 1.43 3.08 2.41 0.95 1/8 4.75 0.116 14.2 31.5 1.30 2.65 1.32 1.43 1.66 0.898 0.898 0.830 1.02 2.20 1.69 0.97 12 BTL 19011 Wood-Sno Road NE, Suite 100 Woodinville, WA98072-4436 Phone:425-814-8448 Proj ect:. - Project Number: Ur 0 Client: Designed By: Scale: Date: www.btleng.ne Page: 3 3 W V 0 49 lmi Table 12K LAG SCREWS: Reference Lateral Design Values, Z, for Single Shear (two member) Connections1,2,3,4 — for sawn lumber or SCL with ASTM A653, Grade 33 steel side plate (for is<1/4") or ASTM A 36 steel side plate (for is=1/4") (tabulated lateral design values are calculated based on an assumed length of lag screw penetration, p, into the main member equal to 8D) O J J N LL O '. 3 j O N O E a i N 'C ma ii ii �� iiZ O d N m 0 r°aU3 a rn 41 2 C U N NE ID 0 N L N— Q— Q LL Q LL Q U M O U N N M C '- M l0 o� Il y oxZ II O o�' II O oQ' II O^ o5'E 11 0 0 of Il y o? Il a o� Il d '6 2 II N a or II O �r J❑ C7� U' �(n U' O U' 0? 002 U' 2 U' W C7 o: U' WN�� U' Z 1, D ZII Zl ZII Zl ZII Z.1 ZII Zl ZII Zl ZII Zl ZII Zl 7 ZII Z1 ZII Zl ZII Zi in. in. lbs. lbs. Ibs. Ibs. lbs, lbs. lbs. Ibs. lbs. Ibs. lbs. Ibs. lbs. lbs. lbs. lbs. lbs. lbs. Ibs. ft 0.075 114 170 130 160 120 150 110 150 110 150 100 140 100 140 100 130 90 130 90 130 90 (14gage 5/16 220 160 200 140 190 130 190 130 190 130 180 120 180 120 170 110 170 110 160 100 318 220 160 200 140 200 130 190 130 190 120 180 120 180 t2D 170 110 170 100 170 100 0.105 1/4 180 140 170 130 160 120 160 120 160 110 150 110 150 110 140 100 140 100 140 90 (12gaga) 5/16 230 170 210 150 200 140 200 140 190 130 190 130 190 120 180 110 170 110 170 110 3/8 230 160 210 140 1 20D 140 200 130 200 130 190 120 190 120 180 110 180 110 170 110 0.120 1/4 190 150 180 130 170 120 170 120 160 120 160 110 160 110 15D 100 150 100 140 100 (11%a" 5/16 230 170 210 150 210 140 200 140 200 140 190 130 190 130 180 120 180 120 180 110 318 240 170 220 150 210 140 210 140 200 130 200 130 190 120 180 110 180 110 180 110 0.134 114 200 150 180 140 180 130 170 130 170 120 160 120 160 110 150 110 150 100 150 100 (10gage) 5)16 240 180 220 160 210 150 210 140 200 140 200 130 200 130 190 120 180 120 180 120 318 240 170 220 150 220 140 210 140 210 140 200 130 200 130 190 120 190 120 180 110 0.179 114 220 170 210 150 200 150 200 140 190 140 190 130 190 130 180 120 170 120 170 120 (7gage) 5/16 260 190 240 170 230 160 230 160 230 150 220 150 220 150 210 130 200 130 200 130 3/8 270 190 250 170 240 160 240 160 230 150 220 140 220 140 210 130 210 130 200 130 0.239 114 240 180 220 160 210 150 210 150 200 140 110 140 190 130 180 120 180 120 180 120 (3gage) 5116 300 220 280 190 270 180 260 180 260 170 250 160 250 160 230 150 230 150 230 140 318 310 220 280 190 270 180 270 180 260 170 250 160 250 160 240 140 230 140 230 140 71111 420 290 3110 260 380 240 310 240 360 230 350 220 350 220 330 200 330 200 320 190 112 510 340 470 300 460 290 450 280 440 270 430 260 420 260 400 240 400 230 390 230 518 770 490 j 710 430 680 400 680 400 1 660 380 640 370 630 360 600 330 590 330 580 320 314 1110 670 1020 590 980 560 970 550 950 530 920 500 910 500 860 450 650 450 840 440 7/8 1510 880 1390 780 1330 730 1320 710 1280 690 1250 650 1230 650 1170 590 1160 590 1140 570 1 1940 1100 1780 960 1710 910 1700 890 1650 860 1600 820 1590 810 1500 740 1480 730 1460 710 1/4 1/4 240 180 220 160 210 150 210 150 200 140 200 140 190 130 180 120 180 120 110 120 5116 310 220 280 200 270 180 270 180 260 170 250 170 250 160 230 150 230 150 230 140 318 320 220 290 190 280 180 270 180 270 170 260 160 250 160 240 150 240 140 230 140 7116 480 320 440 280 420 270 420 260 410 250 390 240 1 390 230 370 220 360 210 360 210 12 580 390 540 340 520 320 510 320 500 310 480 290 290 460 270 450 260 440 I 260 5/8 850 530 780 470 750 440 740 440 720 420 700 400 90 400 660 370 650 360 640 350 314 1200 730 1100 640 l 1060 600 1050 590 1020 570 990 540 980 530 930 490 920 480 900 470 7/8 1600 930 1470 820 1410 770 1400 750 1360 720 1320 y0 1310 680 1240 630 1220 620 1200 600 1 2040 1150 1870 1000 1800 950 1780 930 1730 900 1680 850 1660 840 1570 770 1550 760 1530 740 I Tabulated lateral design values, Z, shall be multiplied by all applicable adiustnent factors (see Table 1 1. 3.1). 2. Tabulated lateral design values, Z, are for "reduced body diameter" lag ;crews (see Appendix Table 1-211 inserted in side gain with screw axis perpendicular to wood fibers; screw penetration, p, into the main member equal to 8D: dowel bearing strengths, F, o('01,350 psi for AS] n-1 A653. Grade 33 steel and 87,000 psi for ASTM A16 steel and screw bending yield strengths, F h. of 70.000 psi 1br D 1/4". 60,000 psi for D = 5i 16". and 45,000 psi for D �3/8", 3. Where the lag screw penetration, p. is less than 8D but not less than 41). tabulated lateral design values, 7 shall be multiplied by p/8D or lateral design values shall be calculated using the provisions ol'12.3 for the reduced penetration. 4. The length or lag screw penetration, p, not including the length of the tapered tip, E (see Appendix Table L2), orthe lag screw into the main member shall not be less than 4D. See 12.1 .4.6 for minimum length of penetration. p,,,;,,. AMERICAN WOOD COUNCIL