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Specifications • STRUCTURAL CALCULATIONS FOR ` Acuf 6a 1 v $\ ass Can tot 5(36) c3*' % 6004 e.a. r forouito.sp , c7460 ,�-u, Qo t . ��u o iN City of Tigard , A•. 4 e. Plans By _ Pik.' Date I l PRO T,OPZot -- 2 C { 16 � REVISION ,: OR= O OFFICE COPY , 6 ✓ J ti L< Y 7 5 . ,9 64, E. NORO- • ,_\ I EXPIRES: 12 / 31 / i ke Contents Contact Person: John E Nordling, PE 1 I NORDLING . Pro,. No.: rr. STRUCTURAL 4 ENGINEERS, LLC q 6775 SW 1 11th, Sui :e 200 • Beaverton OR, 97008 Date: ) - ( I By: JEN Sheet No.: COVER . • . . . . 3 • • , \ . ..LX___ _L_ . 1e, ;-,' ts 0 I 1 I .11.111, ; , i MEV ' II !! A L . . II , . , xistinc urring framing at 24' o.o. 1 fi r! i 1P-- 3 t ce_er- ii, ., lc il I . „ ii _ so , -.,....—i,......i........- P g i beyond 1 ` 1 sirnoson r .uo6e ea:pre: . ll 1 II f 1 • il ! ' . II 1! ... II_ 1. ,1 11) -- IL • I! i i \ • . • 1 I , .4 1 —..... • ... ', . I . . • I . , 1 x.stir! s, pport ,,arning a: 16 p. . I i li 04 • • . . ! - s in .„--- .,! . • .._ ,..,. a . . E! I t l : 3 x7": -, I I 1, • ■I • new 12' x 11§erheacl dol?: i h7 doorp;a 1/1 A ,, WIplass: , „ al I .. , - , II ' • 41. / • . . ma. aoye 3 - 11 • '< --,/reammoeyeanecixiwstainpg,rdaorroinrsgsiN\ I . - • ' ' . s ,i I as shown — • I A 1 I ..1../. • • N ; _11 .1 1 1 • note- snore existing er.erior sorra and any load ezing elements prior to 1 cutting out existing wall framing to reltame tot new operatics. maintain • . . . . . . . • - • • FRAMING ELEVATION structural integrity of existing elements SCALE 1 /4 = V-0" . . . • ' I . . . . covered loading dock - • " . . •• • . i . . r S 1 i . . - • . . • • . . . . . 3M . . . . . . • • . PARTIAL FLOOR PLAN . warehouse 114 • . • • . . . . . . • SCALE 1 /-4'' = 1 spec work 6,-,{-t.* (4... 5 di' ?Art.M.LarhOl ' . Yr 1.) C, 6. 'P Air eoc4 . wall framing alterations • SL),? ....) . c4-S i c i cT14,44. .5 ?-...01- :Tc. v6 1.t. ts,v.,16k, • - s . : - PACTRUST BUSINESS CENTER 11 1 41 ` . : BUILDING E (PTR *195) 51 r S4 io) EDrc A • rt 17:: 1141*. : :. • : . ; . _ . . . 16280 SW UPPER BOONES FY. RD. PORTLAND. OP 97224 _„ - • - • • - .. • • ... • - • • . . . . • .. . • • • : : : : • • : C. t,.... N... ...b el v.;‘ ': t> ; S ' f:: Arc...k.- 5 i ... Ic.. 'so,D P Racs . • • • . 3 vi, 1:1,i: i C.■ **34. 1114 4-r." , , G ' -.‘? Cc . . . . 157 .... . . . . • . . . . : . . . . . . . . . . . • . • i . . . . . . . . . , • - • . • . • • • • . • • • • . • . • • • . . . .. . . . ( . . • , .. . • . • . .. • • • • • . • . - ORE•N , . . . . • • . . . k.d C3PCON4 141- st.o.cK - .:? - - - • • - H • ,,,,,„ \s •-• NUR • . . • . . , . . • • • , . . ••• •• •• • • . , . . • UArtp EXPIRES: 127 31 / / 2149 , . . ....... • - I NORDLING . Proj. No.: ti.I.L.i. . . -. STRUCTURAL . ., ENGINEERS , LLC 6775 SW Illth, Suite 200 - Beaverton OR. 97008 Date: 1.Z-74/ - By: JEN Sheet No.: • ©C J 5 . Tr!x4.. co‘..).-",..) 4614wr tS 11,51 c3 , it' is 61 -, .,Vca NI' • ltrt, 1 So('F1 t ` ('t Vrs CL... ws,; atn -rt Sur, CA-4. . u-4 Lr- ( a- k - Ls h ) ) 4 -n,,,1k. Z 115 2S ( --T 2`- o' } I _ ` , Iti0 -0 l 3� j . ; r ► (► r N : r— ..# 0 6 .14— ` 1..43 .Q 1120 () \o oh c‘: ,1 L I 5? S lk't JCL 4- AG: ~( : . ( ATv ,37= ign, 2A0 6 (,, co Z )4, f-, scut A = Q1 3o Li ,5e r .Q(36D : vO'; : : c1 Ca►v ue► ( ( 0 A - 1 / 4 4 - 0 0 4 r > " OK- ((DA-75 At'''e NL -014" f NORDLING Proj. No.: / /.Z - :h. } � STRUCTURAL i ENGINEERS, LLC 6775 SW 111 :h, Suite 200 • i3eaver:on OR. 97006 Date: 7 Q . tI By: JEN Sheet No.: C • . : . L' ek Z. f-F� • gyp. bd. omi :ed to show existing framing eiemen: LL ° ` . - / !� { / / : P II l ' I ; l • i o • I I -- . ! I I " I l e x:stincNurrinc f ming ai 2e• o. I • i 1 i y I I f� se spsonnucea ea.1 nc.\ I be on,, . • i � I . � . --new-8 x$ header . - -. _ 7 o . _ IL..-- 11 :. _ w N " xs II 0 Itin soffit su,ppor. framipo a: 16 c/1 k . I �� X •1 ! I e II ; . t I . CbS === ' I _ '� v ill ( � �t, n • • / I ' 7::--7 1 \ / > ,ew I I I I I II W ` ~v I i � GO 3'xI7 tra'h.^If 3 I I • I l. C) .,,.. . Few 12' x 1LGemeac der I dooi�me w ep. wPrw. > \ l y transom. I I i ,� k z • y+'entove existing danrs/ I I I I r I I / Fame and all framing I N as shown \ i I cl i NI1I u • I i / sirnoson ao4c _ . • no :e- snore 'sliming exterior soeit ano any bad bearing elements prior ;o outing out existing wall framing to retrame for new openings maimain • FRAMING EL EVA I ION rru .s:uraiimegrryorexstingelements. • ' SCALE 1/4• = 1' -0" :. I i covered Icading dock • \/ • : I I -- �`-�' • • • PARTIAL FLOOR PLAN Warehouse 114 SCALE 1/ = 1 ' - 0" . spec work : . wall framing alterations . PACTRUST BUSINESS CENTER • • - BUILDING B (PM *195) • 15260 SW UPPER BOONES FY. RD. . . PORTLAND, OR 97224 I I NORDLING Pro;. No.:U.2.6C. STRUCTURAL 11 ENGINEERS LLC 6775 SW 111 :h. Suite 200 • Beaverton OR. 97005 Date: 9.1-1- • By JEN Sheet No.: G Z - • Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 • Date: 09128111 Page: MULTI - SPAN TIMBER BEAM DESIGN PACTRUST - 16280 SW UPPER BOONES FERRY ROAD A -ITL) A -(TL) A-ITLI B -(COL) B -(COL) C -(COL) C -(COL) GENERAL DATA - 1 2 3 4 5 6 7 All Spans Simple Support ?? : YES Spans Length ft : 12.00 12.00 12.00 17.50 17.50 17.50 17.50 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 5.500 3.500 5.250 3.500 7.500 3.500 7.500 Beam Depth in : 9.25 9.25 7.25 5.50 5.50 5.50 5.50 CALCULATED VALUES -0K. -0K. -OK- -OK- -OK- -OK. -0K. F'b- Modified Allow. psi : 1300.0 1140.0 2600.0 1729.0 1729.0 1729.0 1729.0 fb - Actual. psi : 688.5 1081.9 1174.1 1150.6 537.0 1380.8 644.4 F'v- Modified Allow. psi : 180.0 180.0 285.0 239.4 239.4 239.4 239.4 fv (actual) ' 1.5 psi : 38.3 60.2 52.8 24.0 11.2 28.9 13.5 Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid.Span k -in : 54.0 54.0 54.0 20.3 20.3 24.4 24.4 X -Dist ft : 6.00 6.00 6.00 12.02 12.02 12.02 12.02 Shears: Left k : 1.50 1.50 1.50 0.23 0.23 0.26 0.26 Right - k : -1.50 -1.50 -1.50 -0.31 -0.31 -0.37 -0.37 Reaction @ Left DL k : 1.05 1.05 1.05 0.00 0.00 0.00 0.00 LL k : 0.45 0.45 0.45 0.23 0.23 0.26 0.26 Total k : 1.50 1.50 1.50 0.23 0.23 0.26 0.26 Reaction @ Right DL k : 1.05 1.05 1.05 0.00 0.00 0.00 0.00 LL k : 0.45 0.45 0.45 0.31 0.31 0.37 0.37 Total k : 1.50 1.50 1.50 0.31 0.31 0.37 0.37 Max. Defl. @ Mid Span in : -0.201 .0.316 -0.368 .1.054 -0.492 -1.239 -0.578 - X-Dist ft : 6.00 6.00 6.00 9.22 9.22 9.33 9.33 DESIGN DATA • Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1300.0 1140.0 2600.0 1300.0 1300.0 1300.0 1300.0 Fv:Basic Allowable psi : 180.0 180.0 285.0 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1600 1900 1600 1600 1600 1600 Load Duration Factor 1.00 1.00 1.00 1.33 1.33 1.33 1.33 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes Yes . Uniform DL plf : 175.0 175.0 175.0 0.0 0.0 0.0 0.0 LL plf : 75.0 75.0 75.0 0.0 0.0 0.0 0.0 Partial DL plf : LL plf : 15.0 15.0 15.0 15.0 X -Left ft : 0.00 0.00 0.00 0.00 X -Right ft : 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Point DL # : • LL N : 360.00 360.00 450.00 450.00 X -Dist. ft : 12.00 12.00 12.00 12.00 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear a : 1.50 1.50 1.50 0.23 0.23 0.26 0.26 Moment k -in : 0.00 0.00 0.00 0.00 ' 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 • • C3 • V4.482 (c) 1983.95 ENERCALC Bruce W. Kenny, KW060914SL -A