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Specifications (2) TESNER STRUCTURAL ENGINEERS 1534 Southeast 25th Avenue Portland, OR 97214 Phone 503-239-9119 Fax 503-239-9122 RECER: OFFICE COPY NOV 2 0 2019 CITY OF TIGARD SUPPLEMENTAL STRUCTIUn� L� N • CALCULATIONS FOR ABOVE-GRADE STRUCTURES (REVISIONS) RANDY SCHUMOCK REMODEL 14260 S.W. 116TH TERRACE TIGARD, OREGON MST-9019 0p3tS s-CaucruF,q j SIO �pPRO,ct v � 1 6v SW gt 7 v e?V) e0s 444 16310 c_ Adi ��OREGON .f -7411-1/ONY EXPIRES: 6/30/2020 Project:ABOVE-GRADE STRUCTURES FOR Proj. No.: RANDY SCHUMOCK-REVISIONS By: JAT Client:DESIGN GROUP NORTHWEST Date:OCT.2019 Sheet No.:CavZR TESNER STRUCTURAL ENGINEERS • 1534 Southeast 25th Avenue Portland, OR 97214 Phone 503-239-9119 Fax 503-239-9122 lc/ <v x Co /'osr Poc ri,.,6 C Q,l.1T p P1 C )A)7' :0 [: 7'„AAran° .G!e+�k✓.tTr... 772`f //5 $:t'o.x /�"0 7'/A-) t lei ,'-(7 ' L��#4s - SLAVE (1-)-40. t Ca7'-9 /'2OC " - . .......((Q .-'..f-•3 /Z_•) _ ..3 la 0C9 -# —^•,mn, r —T—� •� = / 9 57 ¢ 72Co 4-7 . , . oma . .. ... ........ ... ��;3,5)&1 sk'Z5) . ' 1e�c cox co tpc sem- �.. 8�¢._....�., .�.3 . 5 _ 4792 .CJ>�; SFLEc-r 672ev ,R,4t...�2 1(4-,(.3,/2. / .*3L'Q,) k see ©/e/G/A-iAe- ,e ' 2. .=?A" .....seR.7-e47 - SG�gvE / ........ CoMe,AJ 4.oq,O5 J7 ' _ $. /D .ocac f's14 /aoo 4.00 ' ; •z.Z/5e,e, :... z .-..CD4.5:$ /2a+�� ('wa•GS- X45.E) r✓SE o.C.72r.. wf C./o/X(o. 8) 44.2,44 EA. -7- B,“E-'47 v 5'140 o !' THE C52e o)C'2) A7 77eu S sE,o .ec©A • 2'2 74, `PS/ h = )0, 5'2:0,8/ (To /3 07-0 ox fox / 2 2.4,0 ca fist 47- 7/eEt.c./5E47 a2oof: . / 1,4 cro/L b!e� . /u0/ Cro Q6-2ro 4 of 7RE L�,/3" ,/o/. 7-5 ) 77e y 4-'x- ¢- /,c /8`' 1 Al - C64-7)(1 -5124'8)) Z olet4p...C4MB.salA-7704U (/o )*( f aao0 Q o, 7 io"S./ 74 J E CO AzTiera L S E)CcE ?$...Acdrc`. ...../1/°Pc. y. cQ•:Co :Fac.>o . ✓-1ca til E.. Fol 0 _ /987'# Sim flsn,v A4Pl5Z Project:ABOVE-GRADE STRUCTURES FOR Proj. No.: RANDY SCHUMOCK-REVISIONS By: JAT Client:DESIGN GROUP NORTHWEST Date:OCT.2019 Sheet No.: / r 4 DIMENSIONS A ND SECTION ,, rillN ,., , ,, ,. ,., ilipj Torsional Torsional Weight Wall Cross Stiffness Shear Surface Nominal Size per Thickness Sectional Constant Constant Area Foot t bit h/t Area I S r Z J C Per Foot in. in. in. lb. in. in.2 in.4 in.3 in. in.3 in.4 in.3 ft,2 ---->. 6 x 6 x 5/8 42.30 0.581 7.3 7.3 11.7 55.1 18.4 2.17 23.2 94.9 33.4 1.83 1/2 35.24 0.465 9.9 9.9 9.74 48.2 16.1 2.23 19.8 81,1 28.1 1.87 3/8 27.48 0.349 14.2 14.2 7.58 39.4 13.1 2.28 15.8 64.6 22.1 1.90 5/16 23.34 0.291 17.6 17.6 6.43 34.3 11.4 2.31 13.6 55.4 18.9 1.92 --›-1/4 19.02 0.233 22.8 22.8 5.24 28.6 9.54 2.34 11.2 45.6 15.4 1.93 3/16 14.53 0.174 31.5 31.5 3.98 22.3 7.42 2.37 8.63 35.0 11.8 1.95 1/8 9.86 0.116 48.7 48.7 2.70 15.5 5.15 2.39 5.92 23.9 8.03 1.97 51/2x 51/2 x 3/8 24.93 0.349 12.8 12.8 6.88 29.7 10.8 2.08 13.1 49.0 18.4 1.73 5/16 21.21 0.291 15.9 15.9 5.85 25.9 9.43 2.11 11.3 42.2 15.7 1.75 1/4 17.32 0.233 20.6 20.6 4.77 21,7 7.90 2.13 9.32 34,8 12.9 1.77 3/16 13.25 0.174 28.6 28.6 3.63 17.0 6.17 2.16 7.19 26.7 9.85 1.78 1/8 9.01 0.116 44.4 44.4 2.46 11.8 4.30 2.19 4.95 18.3 6.72 1.80 5 x 5 x 1/2 28.43 0.465 7.8 7.8 7.88 26.0 10.4 1.82 13.1 44.6 18.7 1.53 3/8 22.37 0.349 11.3 11.3 6.18 21,7 8.67 1.87 10.6 36,1 14.9 1.57 5/16 19.08 0.291 14.2 14.2 5.26 19.0 7.61 1.90 9.16 31.2 12.8 1.58 1/4 15.62 0.233 18.5 18.5 4.30 16.0 6.41 1.93 7.61 25.8 10.5 1.60 3/16 11.97 0.174 25.7 25.7 3.28 12.6 5.03 1.96 5.89 19.9 8.08 1.62 1/8 8.16 0.116 40.1 40.1 2.23 8.80 3.52 1.99 4.07 13.7 5.53 1.63 41/2 x 41/2 x 1/2 25.03 0.465 6.7 6.7 6.95 18.0 8.02 1.61 10.2 31.3 14.8 1.37 3/8 19.82 0.349 9.9 9.9 5.48 15,3 6.78 1.67 8.36 25.7 11.9 1.40 5/16 16.96 0.291 12.5 12.5 4.68 13.5 5.99 1.70 7.27 223 10.2 1.42 1/4 13.91 0.233 16.3 16.3 3.84 11.4 5.08 1.73 6.06 18.5 8.44 1.43 3/16 10.70 0.174 22.9 22.9 2.93 9.02 4,01 1.75 4,71 14,4 6.49 1.45 1/8 7.31 0.116 35.8 35.8 2.00 6.35 2.82 1.78 3.279.92 4.45 1.47 4 x 4 x 1/2 21.63 0.465 5.6 5.6 6.02 11.9 5.95 1.41 7.70 21.0 11.2 1.20 3/8 17.27 0.349 8.5 8.5 4.78 10.3 5.13 1,46 6.39 17.5 9.14 1.23 5/16 14.83 0.291 10.7 10.7 4.10 9.14 4.57 1.49 5.59 15.3 7.91 1.25 1/4 12.21 0.233 14.2 14.2 3.37 7.80 3.90 1.52 4.69 12.8 6.56 1.27 3/16 9.42 0.174 20.0 20.0 2.58 6.21 3.10 1.55 3.67 9.96 5.07 1,28 1/8 6.46 0.116 31.5 31.5 1.77 4.40 2.20 1.58 2.56 6.91 3.49 1.30 16