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Specifications C)1/47A----3 S' ,\,) C5WW\NLicad • I TESNER STRUCTURAL ENGINEERS 1534 Southeast 25th Avenue Portland, OR 97214 Phone 503-239-9119 Fax 503-239-9122 A /EAF7tl'A: 8 EDGE &&AA4 ØI /OGe 66 .4M 7. 365 'Z( :j--.4. v,+c <- . lu iS /¢,77 --•----- J 1 u,, = 9)(/5 l = > 30P /9aPc.. _ ,r _ 2 s. z LJL " C 3)(�5) _ ¢5P4,4 �JL,_ =C g 5)0¢.7.7.)(.,2,2±€:7 tJC[: ( Z ; 2 5). /2,(0 CA__Iz .C'3)(25) = 75 pci = '2..../ 5 /°Lit Zi 5 f't-r= Aoo C„ Pt,, ,-"r,/2 ,44)0 13 ,,,:k i (Cox/v)cy2 S E 0 PoR, ,BEAM 'SEAM we/G 7- !S PL/c C ,x /2..) F 2 lwE,G,yT /�ct„ •- o, 2 fS `' L ,' AA._.5A c<$JQA4,I 111111 111111 1 111111 1 1111 I 111111 MITI 1 A A A f"--' A d I i2,67 ' j2 /' 8 ' 3' i._ 3, a.'7:. . .. 3 /7` -6 = U,/3 poR c A AJ7 _ v 41_4_ = ." Otv �... ./� - 900. ..' 72v Cu/4w4/2: , De,/c4 C-c 7;13.4-1 `cox/c) _ 7AAP4,6 S/-34#-J) (Co x/ 2- -.S/t4 8 /iAW) IA✓i7 '— Y :BA c"i44A-1 4. L r` Lo,4aFo) dcc °,0 3 '' -= /2. 8 cc -T o. a4 --=. g5/ A� c4,✓>i4._c"vc2 E-A-49 A-T cA,v7/(-e VV' G-Avo 4 x 8 e 36, 4'4,,c t4'/ �/%/ L'A0 a'J eA c - 1.4.117,'/ Lc,Ara OA-) 'SA CK— SPAA-) c)A-)c y SPA.c.J C )L y CDx / 2, .,,, ye_ i2 v‘vsisiot4 -le- pr nM c,2/G/Aq4 GeSl6,u 4 Fie 044 o/41G/4ait4.- 4061G.14a w/7/ /Z ' 5PAA - w/7;{ /2 ' SPA.cJ - e o 6 _t/A-rA,E C.v,vsC--/ vA-riv et lyff Project:9585 Summerfield Drive,Tigard,Oregon Proj. No.: New Covered Patio Structure By: JAT Client:Northwest Outdoor Living Date:June 2018 Sheet No.: 4 TESNER STRUCTURAL ENGINEERS 1534 Southeast 25th Avenue Portland, OR 97214 Phone 503-239-9119 Fax 503-239-9122 ,d 0/esS deAAi /4E -oe2 0 aL X730 EtivE4_a,"E DcSeG ay ,f ''L _ '2- Co 7 0 11C ox..)s is C/Lu c; X q;vo aC = 2,/ 7 ' A Cao 20 i°4.f` 64 c 0,4.1 F/Z t�rpt L'eAM W /27f{ 7 e X/572.....rG loci /,v p4Ace.) To 0 P ► P Ilii 1 1 1111 111111 111111 Ilii 1 111111 a d d d A ¢, 33 ' l 3 GL. Jt �� !C� / /�Z f.J- /�!2 3)( --771.—)(2* L'S )(2 Acta, 5r2eNGrAl : /2 3 43 279 224 2;33) l 5 ) %' G 5% /$ f=e:+2 f / 8:90 DC/ce._E c 7i'cav CoA1rAeaC_ = 3 8 ¢o 4 707A 4 -..D, -- A14-4-o w /5" PS ,'cat - O. �eo ` S¢.2 Fo.2 Ce/L/A)�. p L /,v ex—is 7,4--)G E/4 u S GL5%, xlS A/075 : 0i2-/a/A.hl c.c.4 495 ic-,e0A4 0 ,448 0 :EVIr G/2 Est 7-6 � A.v IO .ems vi e.o Ccs;44O �o = /C:v zO # SES Project:9585 Summerfield Drive,Tigard,Oregon Proj. No.: New Covered Patio Structure By: JAT Client:Northwest Outdoor Living Date:June 2018 Sheet No.: 2_ 1 •r Tesner Structural Engineers Title: 9585 SW Summerfield Drive,Tigard 1534 S.E.25th Avenue Dsgnr: JAT Portland,OR 97214 Description:New Covered Patio Structure Scope: New roof framing posts footings Revs 580000 --- Pa 1 User Kw-06o594Ver 5.801-oe�2003 Multi-Span Timber Beam g (c)1983-2003 ENERCALC Engineering Software hgardyado roof ecw A^4•"RY"�"1 3`3 •_,y ,-• .,..•• M ;:, [, x �-.;:� rn.t.'t:* -+..r...-,., ..r .,.. ... .w,..s:n>..«!.<e+.N.nor „a ... ,v +t"S'9�v±vt m.,.,ry s..... ..,e ....._ Calculations Description Revised Edge Beams-With Cantilever • 1 General Information Code Ref:2001 NDS,2003 IBC 2003 NFPA 5000 Base allowabies are user defined s Douglas Fir-Larch,No.2 Fb:Basic Allow 875.0 psi Elastic Modulus 1,300.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 170.0 psi Load Duration Factor 1.150 Timber Member Information ' Description B back B cant 8-`i- e-u Span ft 8.00 3.17 8.00 3.17 Timber Section 6x12 6x12 6x12 6x12 Beam Width in 5.500 5.500 5.500 5.500 Beam Depth in 11.500 11.500 11.500 11.500 End Fixity Pin-Pm Pin-Free Pin-Pin Pin-Free Le:Unbraced Length ft 0.00 0.00 0.00 0.00 Member Type Sawn Sawn Sawn Sawn Loads �---- Live Load Used This Span? Yes Yes Yes Yes Dead Load #/ft) 145.00 145.00 Live Load #/ft i 215.00 215.00 215.00 215.00 LResults .,� . '1 N, ,..,-r61 ..f''', -.8,�' <...�.,. , - .f4--- _5'- . �, .., 5, _ . :: .a. T.'' '�.-- Mmax @ Cntr in-k 24.6 0.0 14.7 0.0 ©X= ft 3.36 0.00 3.36 0.00 Max©Left End in-k 0.0 -21.7 0.0 -13.0 Max©Right End in-k -21.7 0.0 -13.0 0.0 tb:Actual psi 202.6 179.0 121.0 106.9 Fb Allowable psi1,006.3 1,006.3 1,006.3 1,006.3 , Bending OK Bending OK Bending OK Bending OK Shear C Left kt 1.21 1.14 0.72 0.68 Shear @ Right k I 1.67 0.00 1.00 0.00 fv:Actual psi 31.3 18.9 18.7 11.3 Fv:Allowable psi 195.5 195.5 195.5 195.5 Shear OK Shear OK Shear OK Shear OK Reactions&Deflection DL @ Left k 0.49 1.13 0.00 0.00 LL @ Left k 0.72 1.68 0.72 1.68 Total 0 Left k 1.21 2.81 0.72 1.68 DL @ Right k 1.13 0.00 0.00 0.00 LL Right k 1.68 0.00 1.68 0.00 Total @ Right k 2.81 0.00 1.68 0.00 Max.Deflection in -0.023 0.009 -0.014 0.005 f@ X= ftl 3.68 3.17 3.68 3.17 Query Values Location ft 0.00 0.00 0.00 0.00 Moment in-k 0.0 -21.7 0.0 -13.0 Shear k 1.2 1.1 0.7 0.7 Deflection in 0.0000 0.0000 0.0000 0.0000 REVISION 8 1 • 1 Teener Structural Engineers Title:9585 SW Summerfield Drive,Tigard 1534 S.E.25th Avenue Dsgnr. JAT Description:New Covered Patio Structure Portland,OR 97214 Scope: New roof framing posts footings Rev: 580000 User KW-0605944 Ver 580,1-Dec-2003 Multi Span Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software ttgardpatioroof.ecw Calculations . :"'ti&". 44, •.sinS'e'erx'?W..^RR grb,*1.nee.Y N� i'e..y4'Y.Y M.-N`Cr 4w+t`k*£" .r'°. u.3 �^ .%H[t�1Ni2149.Y'!^Yn"rrd^'ri- rc,�^.:{. Description Revised Edge Beams-With Cantilever General Information Code Ret 2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined Douglas Fir-Larch,No.2 Fb:Basic Allow 875.0 psi Elastic Modulus 1,300.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 170.0 psi Load Duration Factor 1.150 [Timber Member Information „„,,„,,,...„.„„„,..,,,,,4„-„,..„,,-,„, a,..,r-,t; • • Tesner Structural Engineers Title: 9585 SW Summerfield Drive,Tigard 1534 S.E.25th Avenue Dsgnr: JAT Portland,OR 97214 Description:New Covered Patio Structure Scope: New roof framing posts footings Rev. 590000 User KW-0805944.Ver 5.80,1-Dec-2003 Multi-Span Timber Beam Page 1 (01983-2003 ENERCALC Engineering Software tigard_patio roof.ecw:Calculations 63M�24,a,"i«b`3. .*vhf'+.,. .v,.r'ta35N^nzaa..Fc „r.d._ . .e eer-:u. x,%.�S2s..s ea.Y.YS€ M9. VZ.a ...;.r . x',iraxx 3, _f... -,•�=vb;^x „ur.,". u ^xSL._rn ---. _>': Description Revised Edge Beams-With Cantilever . 1General Information Code Ref 2001 NDS,2003 IBC 2003 NFPA 5000.Base allowables are user defined Douglas Fir-Larch,No.2 Fb:Basic Allow 875.0 psi Elastic Modulus 1,300.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 170.0 psi Load Duration Factor 1.150 LTimber Member Information Description 8 bade B cant B-LL B-LL Span ft 8.00 3.17 8.00 3.17 Timber Section 6x12 6x12 6x12 6x12 Beam Width in 5.500 5.500 5.500 5.500 Beam Depth in 11.500 11.500 11.500 11.500 End Fixlty Pin-Pin Pin-Free Pin-Pin Pin-Free Le:Unbraced Length ft 0.00 0.00 0.00 0.00 Member Type Sawn Sawn Sawn Sawn rLoads wNm x aa. ..W.Yia.v,.-, ,a. C ti,....., ,...a,,car .�,.,..^. r_.. . .;rr rn; v *,:.-w .. r+,,,,, ,,,,,,,,,„,,,,,,,,,,,zt€ s,.. ,,,,,,, . ,,-s.-a Live Load Used This Span? No Yes No Yes Dead Load #/ft 145.00 145.00 Live Load #/ft 215.00 215.00 215.00 215.00 l Results Mmax @ Cntr in-k 5.2 0.0 0.0 0.0 X= ft 2.45 0.00 0.00 0.00 Max O Left End in-k 0.0 -21.7 0.0 -13.0 Max Op Right End in-k -21.7 0.0 -13.0 0.0 fb:Actual psi 179.0 179.0 106.9 106.9 Fb:Allowable psi 1,006.3 1,006.3 1,006.3 1,006.3 1 Bending OK Bending OK Bending OK Bending OK Shear 0 Left k 0.35 1.14 0.14 0.68 Shear @ Right k 0.81 0.00 0.14 0.00 fv:Actual psi 15.8 18.9 3.2 11.3 Fv:Allowable psi 195.5 195.5 195.5 195.5 Shear OK Shear OK Shear OK Shear OK Reactions&Deflection DL @ Leftt k X0.49 1.13 0.00 0.00 LL @ Left k -0.14 0.82 -0.14 0.82 Total a Left k 0.35 1.95 -0.14 0.82 DL 04 Right k 1.13 0.00 0.00 0.00 LL 0 Right k 0.82 0.00 0.82 0.00 Total CI Right k 1.95 0.00 0.82 0.00 Max.Deflection in -0.002 -0.019 0.008 -0.023 @X= ft 2.40 3.17 4.64 3.17 [Query Values Location ft 0.00 0.00 0.00 0.00 Moment in-k 0.0 -21.7 0.0 -13.0 Shear k 0.4 1.1 -0.1 0.7 Deflection in 0.0000 0.0000 0.0000 0.0000 10 • Tesner Structural Engineers Title: 9585 SW Summerfield Drive,Tigard 1534 S.E.25th Avenue Dsgnr: JAT Description:New Covered Patio Structure Portland,OR 97214 Scope: New roof framing posts footings Rev: 580000 -- -------------.__----._..----- .- User KW-0605944.Ver 5.80.1-Dec-2003 Multi-Span Timber Beam Page 1 ;_ (c)1983-2003 ENERCALC Engineering Software tigardpatio roof.ecw:Calculations ,' - - -F:- .. .,.. -- 3< <.n :_ . ,..,...,-. a ,,,a'�',x,s.. ,... _ <...•.ax ., w m .. i ... .,'-.-.roc ., .h... Description Revised Ridge Beam-With Cantilever . 1 General Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined e. w .,.. :sa a,.v:t:;r-a, .'kvY.'w:, , ,, .., .s..k,fet .._ ....,1 k....5,=. ':54;4ro+:.'.016,491e44'T '.>xi..:7sls°5hr,a�.t.. ..-ee ....a,V,...x:.. .- ...47..::3,i,wt..'42,':`> ',Vet'11%43'#-:.m'si. d,'e.....S;er.,z,,:3 .,tN Douglas Fir-Larch,No.2 Fb:Basic Allow 875.0 psi Elastic Modulus 1,300.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 170.0 psi Load Duration Factor 1.150 Timber Member Information krei,..4(iKY!. 9FA.ti s. W.."41 ci-- „sS.,,.sT.t.,,,,».-tx+._ # , e<r,"2+w,x,.- b.-......'x..<...,_ ,4".!......,...-NO,..,, .;,,,, .. ,:&<_t .:,....",V.,,,,,,,,,,, :., Y..,.. qtmn, i Description C back C cantC-LL C-IL Span ft 8.00 3.17 8.00 3.17 Timber Section 6x12 6x12 6x12 6x12 Beam Width in 5.500 5.500 5.500 5.500 Beam Depth in 11.500 11.500 11.500 11.500 End Fixity Pin-Pln vin-Free Pin-Pin Ph1-Free Le:Unbraced Length ft 0.00 0.00 0.00 0.00 Member Type Sawn Sawn Sawn Sawn Loads . - . ..w., .:,J , ,C ..Y .* _ : P.S4. 7..s:,�.. .. ;R ,... ... ..,:: ; .. .e ,., o -. , _ate;. Live Load Used This Span? 1 Yes Yes Yes Yes Dead Load #/ft 205.00 205.00 Live Load #/ft 315.00 315.00 315.00 315.00 LResults .. Mmax a Cntr in-k l 35.5 0.0 21.5 0.0 X= ft 3.36 0.00 3.36 0.00 Max a Left End in-k 0.0 -31.4 0.0 -19.0 Max a Right End in-k -31.4 0.0 -19.0 0.0 lb:Actual psi 292.6 258.6 177.3 156.7 Fb:Allowable psi 1,006.3 1,006.3 1,006.3 1,006.3 Bending OK Bending OK Bending OK Bending OK Shear e Left k 1.75 1.65 1.06 1.00 Shear 0 Right k 2.41 0.00 1.46 0.00 fv:Actual psi 45.2 27.4 27.4 16.6 Fv:Allowable psi 195.5 195.5 195.5 195.5 Shear OK Shear OK Shear OK Shear OK Reactions&Deflection DL @ Left k 0.69 1.60 0.00 0.00 LL a Left k 1.06 2.46 1.06 2.46 Total a Left k 1.75 4.05 1.06 2.46 DL©Right k 1.60 0.00 0.00 0.00 LL 0 Right k 2.46 0.00 2.46 0.00 Total ft Right k 4.05 0.00 2.46 0.00 Max.Deflection in -0.033 0.013 -0.020 0.008 X= ft 3.68 3.17 3.68 3.17 Query Values Location ft 0.00 0.00 0.00 0.00 Moment in-k 0.0 -31.4 0.0 -19.0 Shear k 1.8 1.6 1.1 1.0 Deflection in 0.0000 0.0000 0.0000 0.0000 1 / • r Teener Structural Engineers Title: 9585 SW Summerfield Drive,Tigard. 1534 S.E.25th Avenue Dsgnr: JAT Description:New Covered Patio Structure Portland,OR 97214 Scope: New roof framing posts footings f Rev: 587006 ----------- ------------ --- - --------- ------ _----- fl User KW-O6O5G44.ver 5.8O,1-0ec.2003 Multi-Span Timber Beam Page 1 (c)1983-2003 ENERCALC Engmeenng Software Sgard_patio roof.ecw Calculations a r r^A,P'3^.".'T r,*+.ke",w.e':^cx.°"�r.. 3V'.,.:,m..".:z•.�..t,d€.,. ..:..:^C'°:,..+�rS.,:H„.'�:r-i !'4,eb,.rv.�'-.a' .Y�:'.5 X5.5'l .,w >1 .Kai^,.::: ,"..::.. r „t3.,::.::. 'Y#..`kc;:, Description Revised Ridge Beam-With Cantilever . ---__.....------ _. ----- -----._..__ _.....----------- General Information Code Ref 2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined - - . - .raw >. .... . , ,. .. . _ Douglas Fir-Larch,No.2 Fb:Basic Allow 875.0 psi Elastic Modulus 1,300.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 170.0 psi Load Duration Factor 1.150 LTimber Member Information Description c back c cant c=u c-IL Span ft 8.00 3.17 8.00 3.17 Timber Section 6x12 6x12 6x12 6x12 Beam Width in 5.500 5.500 5.500 5.500 Beam Depth in 11.500 11.500 . 11.500 11.500 End Fbdty Pin-Pin Pin-Free Pin-Pin Pin-Free Le:Unbraced Length ftI 0.00 0.00 0.00 0.00 Member Type I Sawn Sawn Sawn Sawn Loads No Y Live Load Used This Span? I Yes Yes No Dead Load #/ft 205.00 205.00 Live Load #Ht, 315.00 315.00 315.00 315.00 ---_-------- .______-------- - -- --------- -------- Results ,x„ Mmax©Cntr in-k 43.9 0.0 30.2 0.0 @X= ft 3.73 0.00 4.00 3.17 Max @.Left End in-k 0.0 -12.4 0.0 0.0 Max @ Right End in-k -12.4 0.0 0.0 0.0 fb:Actual psi 362.4 102.0 249.4 0.0 Fb:Allowable psi 1,006.3 1,006.3 1,006.3 1,006.3 Bending OK Bending OK Bending OK Bending OK Shear e Left k 1.95 0.65 1.26 0.00 Shear 0, Right k 2.21 0.00 1.26 0.00 fv:Actual psi 40.5 10.8 23.1 0.0 Fv:Allowable psi 195.5 195.5 195.5 195.5 Shear OK Shear OK Shear OK Shear OK Reactions&Deflection DL©Left k 0.69 1.60 0.00 0.00 LL©Left k 1.26 1.26 1.26 1.26 Total @ Left k 1.95 2.86 1.26 1.26 DL @ Right k 1.60 0.00 0.00 0.00 LL @ Right k 1.26 0.00 1.26 0.00 Total @ Right k 2.86 0.00 126 0.00 Max.Deflection in -0.045 0.046 -0.032 0.041 @X= ft 3.89 3.17 4.00 3.17 Query Values .#--.F '?','.,,5n-^!414,r':4t-44.air,,.+,'F 24.42¢,44,40 w&e r.:..rrs..kVOilk 4..Yb'h;',.!4f;z....y.to:'t&a-i.^. $a zt.k, +MYLz4tf3tMZa^ts,,wswsr.-s twtxx&eam n . `s Location ft 0.00 0.00 0.00 0.00 Moment in-k 0.0 -12.4 0.0 0.0 Shear k 2.0 0.6 1.3 0.0 Deflection in 0.0000 0.0000 0.0000 0.0000 /2 ` Tesner Structural Engineers Title: 9585 SW Summerfield Drive,Tigard 1534 S.E.25th Avenue Dsgnr. JAT Description:New Covered Patio Structure Portland,OR 97214 Scope: New roof framing posts footings Rev: 580000 ---- - -. User:KW-0605944,Ver 5.80,'1-Dec-2003 Multi-Span Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software ligardjatio_roof.ecw:Calculations Efiy,,,,,t4 A,70,3lhr,e:- f'm V, . ..i,,,,c /'•Ar,,,,.> KdO4,"'AE.Mrf Xd.4-t,-,:,r^5t.,€xx4,',. 'Ie' 4Y,5 Yee s«,,,,,trct .4.1, ,c t . .,,r. c# R :•: r ;, Description Revised Ridge Beam-With Cantilever . I General Information Code Ref:2001 NDS,2003 IBC,2003 NFPA 5000.Base allowables are user defined ', .. Douglas Fir-Larch,No.2 Fb:Basic Allow 875.0 psi Elastic Modulus 1,300.0 ksi Spans Considered Continuous Over Support Fv:Basic Allow 170.0 psi Load Duration Factor 1.150 Timber Member Information Description C back C cant "C-u C-EL Span ft 8.00 3.17 8.00 3.17 Timber Section 6x12 6x12 6x12 6x12 Beam Width in 5.500 5.500 5.500 5.500 Beam Depth in 11.500 11.500 11.500 11.500 End Fixity P n-Pin Pet-Free Pin-Pin Pin-Free Le:Unbraced Length ft 0.00 0.00 0.00 0.00 Member Type Sawn Sawn Sawn Sawn ILoads <.�M 3"•,;,..-Tv.*- - :-' Ge. ''> LS'S a::x^�+c£a�.5-,$clE �Y&7b°i°.°+.'kz�en2. iyy.�„eb.�.°rt[.N,9:3k�'C3Y,eey�l�s.. .,.s..a .# �:..'�,.:' a.i.r:'...';�v .a _ Live Load Used This Span? INo Yes No Yes Dead Load #/ft 205.00 205.00 Live Load #/ftI 315.00 315.00 315.00 315.00 iResults m :. :» , .rih'S{;+l e L t,,,,t w^,+.4' ",010`,, v.L-, a o,w..wael ^lex kei., a fif.ww,gS.'.' ,4,,,W....71,2?AAVES"'t. Yr,';.s .y.^.s e±:x x'• .l'fYh..tS,n�xE... Mmax @ Cntr in-k 7.1 0.0 0.0 0.0 X= ft 2.40 0.00 0.00 0.00 Max©Left End in-k 0.0 -31.4 0.0 -19.0 Max©Right End in-k -31.4 0.0 -19.0 0.0 fb:Actual psi 1,006.3 258.6 156.7 156.7 Fb:Allowable psi1,006.3 1,006.3 1,006.3 Bending OK Bending OK Sending OK Bending OK Shear tit Left k 0.49 1.65 0.20 1.00 Shear Right k 1.15 0.00 0.20 0.00 fv:Actual psi 22.5 27.4 4.7 16.6 Fv:Allowable psi 195.5 195.5 195.5 195.5 Shear OK Shear OK Shear OK Shear OK Reactions&Deflection _ , ..., �. «tet . . w. ..,., , .,.,.,., .,, ,- ... DLII4 Left k 0.69 1.60 0.00 0.00 LL©Left k -0.20 1.20 -0.20 1.20 Total 41 Left k 0.49 2.79 -0.20 1.20 DL @ Right k 1.60 0.00 0.00 0.00 LL i/Right k 1.20 0.00 1.20 0.00 Total Right k 2.79 0.00 1.20 0.00 Max.Deflection in 0.003 -0.028 0.012 -0.033 12X= ft 6.61 3.17 4.64 3.17 --- --___ -- ----__---.------ ..__-__.__-._.----------- Query Values . Location ft 0.00 0.00 0.00 0.00 Moment in-k 0.0 -31.4 0.0 -19.0 Shear k 0.5 1.6 -0.2 1.0 Deflection in 0.0000 0.0000 0.0000 0.0000 '3