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Plans (45) RECEIVED NOV2 0 2012 Consulting 111111Or Structural 1111i11111'/ CITY OF TIGARD Engineers ENGINEERS, INC. BUILDING DIVISION XN Mari! Structural Calculations for Pea--soon Residence Remodel Job Number: 121109 Codes: 2009 IBC Amended by Oregon Structural Specialty Code with 2010 revisions. Date: 11-19-2012 Location: 13150 118th St., Tigard, OR Client: Character Homes of Oregon LLC •\(RSG PROFFssi 1501 S. Baker#25 c� (("4 v� McMinnville, OR 97128 Phone: 503-949-6638 rk... IF iN Engineer: Cameron T. Carroll P.E. vG ! p°5 BMGP Engineers, Inc. yE 29,21 �0 1045 13th St. SE '`ON T c,p,R Salem, OR 97302 EXPIRES: Phone: 503-399-1399 Scope of Services: Modification of existing trusses to allow vault of living room. Contents: Calculations 1.1 — 1.2 Risa Print Outs R.1 —R.7 Sketches SK.1 —SK.5 CrglyiScrO) Approved ....•0041..... Conditionally Approved...[ ] See Letter to:Follow [ ] �3 Atta hed i PermitNumber: .!! As * a 311/I By: _WA-I& Date: NOW W Approved plans shall be on job site. OFFICE COPY LIMITATIONS: Engineer was retained in a limited capacity for this project. Design is based upon the information provided by the client,who is solely responsible for accuracy of same. No responsibility and/or liability is assumed by,or is to be assigned to the Engineer for items beyond those shown on these sheets. �" �t 3.r'�,r�r✓� 'teaac,Z.„,.�=. �e� 644- 7-- L/ -AssuhiX/srpt/ r.'P ; /3rrn Chtivi-4.6 /f►.x �t�' / -4 ' -r x, L.77 J4, s 1 N;w 5.44 14)Z 41: 148' IE �- -_ - -- em 7/14:5Z if*zrifkvP.-,c To Pe: „kittetvel �lrs.5 / ?0P0 w/s✓a ri gm�u lO•o'f Io / �✓f. 4 (Prx+ ,,g4,' f' 1.4; s :# . Mr, /U16 A✓ ,�a> &PA-4 ss.1C,01,0 s, k ! M 8 /1/4. ,40- . M-4 re,t--%.1 eholsd • kit�l AFa� 9 t-8� 6' s P/4/4 ,xe.�rc...a . /.c&' A-1, 4.7 g9-11, -12 E:% pa/ CVT ,,era. ,415c*a fie de-e_67—S, 1. .,.1 - FILE NO. /2-4/Q 9 SHEET NO. /1 1101111111,-) MADE BY DATE ENGINEERS. INC. /�// , .! SALEM,OREGON CLIENT �i4" -r? / PL._. . PROJECT a: �� 1-E_V �o��,C�C 4T"'/GN !>SE 3" " Popo 1> 4 ' c,c r5 v/z.,ex. a NA)6 S M6p/ s 5714\ S #/Go Pc/ L/Qt-' N.4/L Lit/ 6o/ _=� _ //y PS/ 1pF.d•s S iAP /6 G 57 (,/4- 59 srgpt TZi ; ) E 4.14 ° Ct)+141; /24.G /A) £s f /q' ' /9m 4/0 v.,,!= NA/ 1/Yv� r 1,s) ��//Z s, PE.e.. 5. trD el-4 °'fArL 13 /i r.)) f/'� S.'- FILE NO. /7-1101% SHEET NO. / Z MIIIIMIABNIBM MADE BY (i DATE E NGI N EERS, INC. SALEM,OREGON CLIENT IJ/'�i (.-T'F h /49.4-e PROJECT z.X M63, ,M2 Ms M6 Q : Q t 1 T12 3 N4 e 5 Q2 �i/4/44_ LA-yvc-.o Results for LC 1, Dead Load BMGP Engineers, Inc. SK- 1 CTC Pearson Truss Modifications Nov 19, 2012 at 9:36 AM 121 109 Truss Modification.r3d P- I • Company : BMGP Engineers, Inc. Nov 19, 2012 Designer : CTC 9:39 AM Job Number : 121109 Pearson Truss Modifications Checked By: • Member Section Forces (By Combination) LC Member Label Sec Axial[Ibl y Shear[Ib] z Shear[Ib] Torque[Ib-ft] y-y Mo... z-z Mo... 1 2 M1 1 2705.261 214.021 0 0 0 163.096 2 2 2575.819 . -44.865 0 0 0 -309.708 3 _ 3 2446.376 318.338 0 0 0 664.701 4 4 _ 1648.02 59.453 0 0 _ 0 -391.256 5 5 1518.577 -199.433 0 0 0 0 6 2 M2 1 . - 1520.398 195.79 0 0 0 0 7 2 1649.841 -63.095 0 0 _ 0 -370.893 8 3 2437.292 321.981 0 0 0 705.427 9 _ 4 2566.735 63.095 0 _ 0 0 -370.893 10 . 5 2696.177 -195.79 0 0 0 0 11 2 M3 1 -2323.946 _ 36.515 0 0 0 -163.096 12. 2 -2323.946 -103.485 0 0 0 171.749 13 3 -2323.974 66.558 0 0 0 96.747 14 _ ,4:. .. -2323.974 83.116 • 0 0 0 , . 131.163 15 5 -2323.974 -56.884 0 0 0 0 16 2 , „ - M4 1 -180.985 0 0 0 0 0 17 2 -180.985 0 0 0 0 0 18 = 3_ -180.985"'- 0 . ©. " " 0 , 0 0 19 4 -180.985 0 0 0 0 0 20 , _ 5 - -180.985: : ' - " 0 0 _ 0 0 0 21 2 M5 1 _ 979.958 _ 0 0 0 0 0 22 . " 2 979.958 0 0 .,. 0 0 0 " .. 23 3 979.958 0 0 0 0 0 24 4 979.958 0 O.u,F 0 0 0 25 5 979.958 0 0 0 0 0 • 26` 2 . _ M6 1 979.989 0 .. 0 0 0 0 27 2 979.989 0 0 0 0 0 281 3 '"979.989 0 >: 0 0., 0'" ' , .;0 _ 29 4 979.989 0 0 0 0 0 30 = 5 '., 979.989 0 0< . 0 ' 0 .: 31 2 M7 1 -156.558 0 0 0 0 0 2 7.156:558 0' 0 0 0'' 0 33 3 -156.558 0 0 0 0 0 34 4" 156:-558 0 ' 0 0 "0- 0. 35 5 -156.558 _ 0 0 0 0 0 36 2 _ M8 1 -1005.573' . 0 0 0 ;" 0" 0 37 2 -1005.573 , 0 0 0 0 0 3a 3 - -1005.573; 0 0 0 0 0'" 39 4 -1005.573 0 0 0 0 0 40 5 1"005.573: 0 0 0 0 . 0 C2I2I // 14 z RISA-3D Version 10.0.0 [H:\Jobs 2012\121109\Calculations\Truss Modification.r3d] Page 1 Y 17_1.X ON A /14 MS Oe a a' 1 X12 9 3 4 5 Results for LC 2, DL+SL BMGP Engineers, Inc. SK-4 — CTC Pearson Truss Modifications Nov 19, 2012 at 10:38 AM Truss Modifiied.r3d 121109 Y 0-4 Z X 1 I 7 1V2 5 Results for LC 2, DL +SL BMGP Engineers, Inc. SK- 5 CTC Pearson Truss Modifications Nov 19, 2012 at 10:38 AM 121109 Truss Modifiied.r3d Company : BMGP Engineers, Inc. Nov 19,2012 Designer : CTC 10:38 AM Job Number : 121109 Pearson Truss Modifications Checked By: • Wood Material Properties Label Species Grade Cm Emod Nu Therm(\1...Densfk/ft^31_ 1 Chord Douglas Fir-Larch _ No.1 1 .3 .3 .035 -2 - Webs Douglas Fir-Larch • No.2 1 .3 .3 - .035 Wood Section Sets Label Shape Type Design List Material Design Rules A[in2] Iyy[in4] Izz[in4] J[in4] 1 Chords 2X4 Beam Rectangular Chord Typical 5.25 .984 5.359 2.877 2 Webs _ 2X4 -- Beam Rectangular Webs _ Typical 5.25 .984 5.359 2.877 3 Updated Cor.. 2X12 Beam Rectangular Chord Typical 16.875 3.164 177.979 11.593 4 New Web 2X8 Beam - Rectangular Chord Typical 10.875 2.039 _ 47.635 7.093 Joint Coordinates and Temperatures Label X[in] Y[in] Z[in] Temp[F] Detach From Diap... 1 N1 0 0 0 0 2 N2 120 0 " -0 0 3 N3 240 0 0 0 4 N4 360 0 0 = 0 5 N5 480 0 0 0 6 <-N6 120= 60 0 ;-0. 7 N7 240 120 0 0 9 N9 216 0 0 0 10 N 1fl 218.181818 10.909091 0 • 0. Joint Boundary Conditions Joint Label X[k/in] Y Ek/in] Z[k/in] X Rot.[k-ft/radl Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing 1 N1 Reaction Reaction Reaction -2 `' • N5 Reaction. fix'' Fixed 3 N6 Fixed 5 N8 Fixed 6 N9 Reaction • Wood Design Parameters Label Shape Lengthf... le2finl !elfin] le-bend to... le-bend bo... Kyv Kzz CV Cr y sway z sway 1 M1 Updated C.. 268.328 12 80 1 1 Yes 2 M2 '''Chords il= 268.328':.„,:,,, 12 80 - .8Yes 3 M3 Chords 264 12 80 .8 .8 Yes 4 M5 = Updated-C.:109.771 65 1 1 Yes 5 M6 _ Webs 134.164 65 1 1 Yes 6 M7 Webs 60 ': • 1 _ :1 Yes 7 M8 Webs 120 60 1 1 Yes 8 M8A New Web:122.3766fl -1 1 Member Distributed Loads (BLC 1 : Dead Load) Member Label Direction Start Magnitude[lb/ft,Fl End Magnitude[Ib/ft,F Start Locationfin,%1 End Location[in,%1 1 M1 Y -16 -16 0 0 2 M2 Y _ -16 - -16 0: 3 M3 Y -14 -14 0 0 4%':. M5 :' - �Y -14'. -14 - 0 . :0 RISA-3D Version 10.0.0 [H:\Jobs 2012\121109\Calculations\Truss Modifiied.r3d] Page 1 Company : BMGP Engineers, Inc. Nov 19, 2012 Designer : CTC 10:38 AM Job Number : 121109 Pearson Truss Modifications Checked By: Member Distributed Loads (BLC 2 : Snow Load) Member Label Direction Start Magnitude[Ib/ft,Fl End Magnitudellb/ft,Fl_ Start Locationfin,%1 End Location[in,%1 1 M1 V -40 -40 0 0 2 M2 V -40 -40 0 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed AreatMe... Surface(P... 1 Dead Load DL 4 2 ' Snow"Load SL 2 Load Combinations Description Sol...PD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 , Dead Load Yes DL 1 2 . . . DL-+:SL Yes ,'',DL 1- SL 1 _ ,.: Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold For... Wood Concrete Masonry Footings Aluminum Connecti... 1 Dead Load Yes Yes Yes Yes Yes Yes Yes Yes 2. . DL SL -' :. 1.15 Yes; Yes Yes 'ices' , " Yes .:.Yes ' ,Yes` Yes , Joint Reactions (By Combination) LC Joint Label X[Ib] Y flbl Z[Ibj MX flb-ftl MY jlb-ft] MZ[lb-ft] . 1 2 N1 0 238.483 _ 0 0 00 '2.2",-,.-f..'•' .,,2,." N5 ..:.' ,0.-:. 536.871 .,.. NO: a 0 - 'i 0 3 2 N9 0 1976.254 0 0 0 0 4 2" :! Totals: 0 2751.607 0 ; , 5 2 COG (in): X: 248.789 Y: 52.142 Z: 0 Member Section Forces (By Combination) LC Member Label Sec Axial[lb] y Shear[Ibl z Shear[Ibj Torquejlb-ft] y-y Mo... z-z Mo... 1 2 M1 1 106.653 213.306 0 0 0 0 2-,. ... . " .. , -%2;', ;-22.79; -45.58.:.; 0 0. 0. 468.808: 3 3 -680.522 304.465 0 0 0 509.598 4 '',"-4.--.. _809.964! ._- "45 58., 0 ''''''''''---..-,0,. '0- 468.808°. 5 5 -939.407 -213.306 0 0 0 0 6 2 M2" r.1 " ;-495.97,9'!- 194.714 ': ....< : 0. _" 0 0 0 .,.. 7 2 -366.536 -64.172 _ 0 0 0 -364.876 8 -3 429.082' _ 323.057 0 0 .. `.0 '' :717.462 9 4 558.524 64.172 0 0 0 -364.876 ,",'10`.,, -, -5 '687,-.:96T,-",:+- '=194 714; _ 0 . �.. '''''-0',.'( 0 :0. ' 11 2 M3 1 356.538 -23.455 0 0 0 0 12.' ', _ . 2 _ =528.258.;.''''_ 13.536; _ ' ` 0 ''',-0 0 -58.198: 13 3 -528.258 -63.464 0 0 0 79.102 14: . -4 , 528.258:, 21.955 '" 0 '` 0 0 =90987'' 15 5 -528.258 -55.045 0 0 0 0 16''" 2 2., M5 _ 1. ' 804.118:" "57.273" 0 0 ' 0 0` 17 2 818.436 28.636 0 0 0 -98.232 18: 3 832.754` 0 0 0 0 -130.976: 19 4 847.072 -28.636 0 00 -98.232 ;.20-' ' .', 5 : 861.391 :- , " -57.273 ` , 0 0'.. ' 0 . 0 21 2 _ M6 1 989.232 0 0 0 0 0 22 2 989.232 0 ".0, 0 0 0 RISA-3D Version 10.0.0 [H:\Jobs 2012\121109\Calculations\Truss Modifiied.r3d] Page 2 Company : BMGP Engineers,Inc. Nov 19, 2012 Designer : CTC 10:38 AM Job Number : 121109 Pearson Truss Modifications Checked By: Member Section Forces (By Combination) (Continued) LC Member Label Sec Axial[Ibj y Shearjlb] z Shear[lb] Toraue[lb-ft] y-y Mo... z-z Mo... 23 3 989.232 0 0 0 0 0 24 4 989.232 0 0 _ 0 0 0 25 5 989.232 0 0 0 0 0 26 " 2 M7 1 -162.418 0 0 0 0 0 27 _ 2 -162.418 0 0 0 0 0 28 3 -162.418 0 _ 0 0 0 0 29 _ 4 -162.418 0 0 0 0 0 30.' " " 5 -162.418 0 0 0 0 0 31 2 M8 1 -556.39 0 0 0 0 0 32 2 -556.39 0 0 0 _ 0 0 33 3 -556.39 0 0 0 0 0 34 _ 4 -556.39 , 0 0 0 0 0 35 5 -556.39 0 0 0 0 0 36 2" M8A 1 1890953 741.79 _ 0 0 0 0': 37 2 1609.052 -74.179 0 _ 0 0 -567.36 38 3 1609.052 " • -74.179 0 0 , 0 -378.241 39 4 1609.052 -74.179 0 0 0 -189.12 40 5 1609.0.52 -74.179 0 _. 0 '0 '" ;`0 RISA-3D Version 10.0.0 [H:\Jobs 2012\121109\Calculations\Truss Modifiied.r3d] Page 3 fx/_s7A14 & z#-, #,*, 0 \ _......._ , ....--, \,.. ....., / ,1 it ) ----------,...........,......„.„.„.„ ,..„, ,. „„-- „. __.... ,...„---- e)..._\ .....„ , , . . , . .., ... ,,,,----- I I ---”, • , ,. .;„ .....-- - .......„ .„--- ....., , , , .....,,, , , .....,,-„,_ , , 91..4 ..------ t I ? ------ i 1 ,..- t , r.-A --,„,.._...„,..... %1 N •-•• 7.72..v.i.'s.,' a9-14vii:tt, rFP, .----- A/OW -,)( ---',1-1-"-N >•,.-4 11,40V-1.- 7%, 44./.4.4.0 7/ P.,'P...4 iliAL.e„, IA.' P-5:,/,--1.7 itmss .Me,by, ,)c,41cric,4.., ovAev4,-R.,, *y ,..,,,/ FILE NO. /7-I/O 41. SHEET NO. KEEN/Mal_ MADE BY ei:re...-- DATE ENGINEERS, INC. ei SALEM,OREGON p,i,A •4 CLIENT ,',,e---ete re4- PROJECT u 'be A)er 1 sroR. IV re-& Z) r Qo) /5".co, ..STA-P5 e .Sim ® Fxi5 Tiauss ��-f��s NVi 2x 1Z. bP°�Y s Ontsri , ,i pi('1---n0,4 DPP moo/ _,e---e';"`; /t/ w 9.1 e P 4/ r/W-bp.., W68.. , ' 14I se-,7•, a i9.'- rs F.7 6.44,, Cx/gp r/tine, 2,e Y, iXeSJ"M-'4; :=-bLL/ 2,41/44e, #T.S Gvf'a , f-asa3a Fmk /iOy PiAtL. 8IZA, 0 New 2x a D� / 6 e ,/s, ,.'/ .2) t3 FDS '4- Liuc 60f Li Ge NA/�..S, \� / / 7 r_ f'/ (.Q.bT/'SF '4S 12-6.4511. r,u-r D V f \ - O irk ,00,-,... / A./beE) wai3 -fo Atte r- _ / / - 6 ........ ...... — _r _ — s• y ..5 Q._,y) /g CA. SfA Pt....E:. /1-ctTr a 0A7/1, (4, S/ '') t!//vrz., re, erg ; i ra/ ('it/�-...4 l -111.1,,,,,,s. .xV E Ai • ea �, 41,.44,- z � ( /VIEW �� Pi..pl/Oa& Q-Mz- 64 . S'2 E ''',/0...) at i'. i-/671.,/2 .4.41/1..€ I,.st'60 I E4, MO4 Bi re`s. vt.e.. e .4.,______L,,.._l/c/ST/aJ, 21 ,S7'vD w Ai-e_ /A, .7.- 8 f A a-I,A-) 7.-8fA2.1NG UPf/<.,4b . 31 f/��, A.- FILE NO. IZ//O% SHEET NO. e.k-''3 im.aum�/ �� MADE BY um r� DATE f/I-1 f `!a^ ENGINEERS, INC. //�7� SALEM,OREGON CLIENT f_:/1,44/24 j2C.77E e..�•Fr PROJECT T�A'.'4 C , S. . P--,S.410,boe ,. •'_",>0.s-7:-.fioe, 7-0P .,.._ dilrial„. 1.--",s.7.,,roia 7 h)o, Nor -5•4,,,,L.77:,-.!,et PV7'45'.7 -,- ,, ,?•=7-4,4,-,---.7,--0,, g.JW SIIN.,.#...1',',;--, Aza me, , "rbP diiioa- ?//Of444 h:_e3. ,. 6 'of,- 1.'/ ...) .3..,74s. Li 0 Li i.b 4)VLS LA].60 i ---- .- .-- . • __- ,..< - - -' Fix i.srm_14. (' -•`*••••... mg-6/ -..,F-A--,0,4.-.4._:.,„„ ........„---------' -- f------,----- . I _._4. I . 5 1 1 '-''''...........„ .., ''..s.''',....„... 0.. ...4 3....,.........., , `-',......: 7.''''''''':"t•-•.. ....4 I i g 1 r...-., gr,w, 2x/z.. A-140,04 7/64-z:7 ,...rep /044 Ls 6 '''a. , EA/ai ,414/45, Lejgv 1,\ /c)-3 If P Clre-..AE--- , FILE NO. /Z-1/0 9 SHEET NO. MIMI NI NUM M IMP./ MADE BY 6. ._ DATE 1/-If I.2-.- ENGINEERS, INC. CLIENT ,-__-, .4.1-,,-C.741',._._ SALEM,OREGON 77.-->-'4,,,,a,tZ.;-;:,..0 f -, :4-:/7,e! •"n PROJECT I .£X/sr/N< raP /pi , Nor 1>is>v Neweta yr. Ax:I Ex/sr/A.)4 r.,ape-..z. _ ti jdP Cgote.b "`'�/O41 AhVI5 • 91 I- 0Y,is 1-14,-1, 771,7 � A 4 t.."7- O.L- b)Li[L A- I/ ezt@ 4P 64 70 ,404.V. AV? O"✓irA.C.t ar/ Tva WAIL.. FILE NO. /Z-HO�( SHEET NO. . • / MOM/ MADE BY DATE f` �"I ENGINEERS, INC. ,tf�^' SALEM,OREGON CLIENT S . '�'/i PROJECT F � "J �-- - ar . , . • . . ..• .. . - fYic7-1- I Nici ,-- 1 - _ ( . > iil ii-If.-J2. li?if i !i r i I ' ll _ -,-., - (/ th It 9 , 0 ... _. ,._ ) ...re-P,N , z_ / z— 6ibl L I t-iCi . _ --f •a2 -." (254, co) p2s 10 3132 Hial:ci: .'315t7 r ti ' - I -- fae;c, I • - -- -'' p /I/1. 0.6,4-1 ‘7 !I I-14-L-1 — ga FLpOrz,-, gl ,C2l.1 t-J-t-512-', rl 014of 12.--Ani isii 66,61 N Of Io -6' 5q -0 . RECEIVED vr • . NOV 2 0 2012 • Lt-- WY OF TIGARD . . BUILDING DIVISION L , I 4 , 1/ , i, ,s. 1 , 1._ . . _ 11 r--- ----- ------,-----_______---- I...6." , ? , , --- -- ---- - - -- iT.--f/ ,_______ I , •......_,_ ..., . ____----- , . • ,.. . , r,--:,-- -i----10-.),,:----7 /1_, 4 '- ,e.\i',. 1/7; ° 10 --- 1 — 12— trav rP7,---- 2(),--r1,02•-oelv t.