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Specifications (10) Lof,t7Giav-re-7 RECEIVED 7650 S. W.Beveland St. TM RIPPEY Tigard,Oregon 97223 Phone: (503)443-3900 1M CONSULTING ENGINEERS Fax: (503)443-3700 CITY Ot 1 Ai/Attu BUILDING DIVISION: STRUCTURAL CALCULATIONS PROJECT: OHI-PHIPPS RESIDENCE LOCATION: 10915 SW FAIR HAVEN WAY,TIGARD,OR CLIENT: OHI CONSTRUCTION DATE: NOVEMBER 20,2014 PROJECT NUMBER: 14001.24 TABLE OF CONTENTS: ITEM SHEET NUMBER ROOF FRAMING 1-6 444 Cc Y• 20 I 1777-1111, 9e,0`/ 20,1946e niRt Q' _EXPIRES: , Man Ff, NP t- [1,14 6 P‘f" C.G-1 U, S L = SL, T" s dv \c, a (G-) r� ���, -e. (3 \ (t ` C ° M (,o At L1 \11bt TM RIPPEYBY NI DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W.Beveland St,Suite 100 JOB NO Tigard, Oregon 97223 Phone (503)443-3900 SHEET of IL X w` LP 7 -1 : g �, Q vvot 144 to ill... _..4 r I 1213 1\14 5 rr6 Results for LC 1 , DL + SL SK-2 Nov 14, 2014 at 2:53 PM Roof framing.r3d Company : Nov 14,2014 iiRISA Designer Job Number Checked By: TECHNOLOGIES Model Name . Wood Design Parameters Label Shape Length[... le2[ft] lel[ft] le-bend to... le-bend bo... Kyy Kzz CV Cr y sway z sway 1 ml WOOD1A 8 Lbyy 2rribigf,ititiliii 0.001A 4.5. : . .. . .. .... Lbyy.€ i4MOgiiliffifilki iinatilli Iia.i.ON:1:'iiiNiNiggili iiiininfilinanigiNEERE 3 m3 WOOD1A 3 Lbyy g*D.i,liNklitiVailWOOD1A . 4.6.. 5 m5 WOOD1A 8 Lbyy H.0E1 IiiigitieligP.W.g.`,PPIA,11,:0644A. : .. ....... Lbyy-:I 7 m7 WOOD1A 6.5 Lbyy 9 m9 WOOD1A 8.544 Lbyy .:10 .:.:.Lbyy ;.. . .. .: 11 m11 WOOD1A 3 Lbyy Joint Coordinates and Temperatures Label X[ft] Y[ft] Z[ft] Temp[F] Detach From Diap... 1 N1 0 0 0 0 2 N2 0 0;: 0. .. .:.: 3 N3 12.5 0 0 0 5 N5 20 0 0 0 7 N7 8 3 0 0 iii.0:ikailiendliiiintit401.11BREeltii:::gRegialliii4VIMENS iiiiiagiiiii8MEINIVIEllailiniMiairigligiiiiininalgigiNailialeffiniiiiiiiiiiiiiniii 9 N9 20 3 0 0 Joint Boundary Conditions Joint Label X[k/in] Y[k/in] Z[kiln] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing 1 N1 Reaction Reaction Fixed Fixed Fixed . N6 .,...... : . ..: . .: Reaction ' .... . : 3 N3 Reaction =4.. .. . : N4 .: . . .. ....:.. :..... Reaction Member Distributed Loads (BLC 1 :Roof DL) Member Label Direction Start Magnitude[Ib/ft,F]End Magnitude[Ib/ft,F1 Start Location[ft,%] End Location[ft,%] 1m6 Y -18.7 -18.7 0 0 3 m8 Y -18.7 -18.7 0 0 ]iiiT:Wlig ORgaggEliti91:1NRINi:ii:i!iielY. 18.7 1.1.0g.keini iiigingagg10.7MONCIENOWitiT.61iigNIEME Member Distributed Loads (BLC 2 : Ceiling DL) Member Label . Direction Start Magnitude[lb/ft,F]End Magnitude[lb/ft,F Start Location[ft,%1 End Location[ft,%] 1 m1 Y -10 -10 0 0 3 m3 Y -10 -10 0 0 5 m5 Y -10 -10 0 0 RISA-3D Version 12.0.2 [P:\...\14001.27-OHI Phipps\STRUCTURAL\CALCS\Roof framing.r3d] Page 1 4 Company Nov 14,2014 Designer Job Number Checked By: TECHNOLOGIES Model Name . Member Distributed Loads (BLC 3 :Roof Snow) Member Label Direction Start Magnitudeflb/ft,Fl End Magnitudeflb/ft,F] Start Locationfft,%] End Locationfft,%] 1 m6 Y -46.8 -46.8 0 0 . 2.. rn7 'Y -46.8 -46 8 D.. 0 3 m8 Y -46.8 -46.8 0 0 ' .46.8 : .... . 468. :: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Roof DL DL 4 Iii'ji2OHNiiigreeiliiiefiD1211101 IINEMEDLI:11BININ EGIESEINE 3 Roof Snow SL 4 Moving Loads Tag Pattern Increme...Both... 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint 6th Joint 7th Joint 8th Joint 9th Joint 10th Joint No Data to Print ... Load Combinations Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL+ SL Yes 1 1 2 1 3 1 Joint Reactions LC Joint Label X flbl Y fib] Z fib] MX fk-ft] MY fk-ft] MZ fk-ft] 1 1 N1 0 652.541 NC NC NC 0 3 1 N3 0 472.962 0 0 0 0 Iiiilaiiiil.. 1 N4 0: : . 472,.6x91 .. ...... 0 !. 0 5 1 Totals: 0 2250.764 0 ESE NIA': COG (ftp .:: ..X...14 Y 2,354.. 2. 0 Member Section Forces LC Member Label Sec Axialflb] y Shearflb] z Shearflb] Torquefk-ft] y-y Momentfk-..z-z Momentfk-... 1 1 m1 1 -541.913 159.842 0 0 0 0 2_ -549 913; 139,842 0 3 3 -541.913 119.842 0 0 0 -.559 E146.1iii iiiiiiliii NIERIONNIERtfifiligiliiiiIiIIRIN4:.. . . 541913: 99.842 ..: <0 :0. .. 0.<; ,779 . 5 5 -541.913 79.842 0 0 0 95• 6 :. ..1.; m2 1: .-541 913:: ..412 876 0 . .. : o' 0 .. ,989 7 2 -541.913 -424.126 0 0 0 -.488 .5... . :.< 3 541,913': 435,376 0i: 0::: 004 9 4 -541.913 -446.626 0 0 0 .492 _ Alt& : .5: ..541..913::;..... ..457 876. ii0. ....... 0 .. .. 0 . ... 1 11 1 m3 1 -541.913 15.086 0 0 0 1 13 3 -541.913 .086 0 0 0 .989 Iiii1<4 •4 lg6.4t VVIMIErdiiiligti444112 ;O . .... . : 0;; , ... .. 0 .992:: .. .;: RISA-3D Version 12.0.2 [P:\...\14001.27-OHI Phipps\STRUCTURAL\CALCS\Roof framing.r3d] Page 2 5 1 Company Nov 14,2014 • 1 1 1 RISA Designer . Job Number Checked By: TECHNOLOGIES Model Name . Member Section Forces (Continued) LC Member Label Sec Axialfib] y Shearllb] z Shearflb] Torquefk-ft] y-y Momentfk-..z-z Momentik-... 15 5 -541.913 -14.914 0 0 0 1 ?16 1 m4 1 ..541 913 ::.4:57777'. 0 0 17 2 -541.913 446.527 0 0 0 492 18.... .: 3 _:54`1.91':3 4.35.277 0 ;;:0.. 19 4 -541.913 424.027 0 0 0 -.488 i:.:20.. : ::: 1111 . . igii'41.1'i,:.iii1;•.::gigi iggSffiliiig 646411911.08ii ...4.12 777 ... :. 0.. 0 111.; :.. :0 1111....': ...-.959...,.:, 21 1 m5 1 -541.913 -79.819 0 0 0 -.959 1:22 .,illi 111 1.. .:2 ... .,...541..913 . ... .-99 819: ..0. .. ::. 0 .:. 0 1111, 'i -.779.. 23 3 -541.913 -119.819 0 0 0 -.559 ::.,1241:1,.i:::.. :;.. « :. :4 . ...-54'1.91:3.. . 1:39.81.9 .. .N. .: : 0 1111.. . Q . ;d 3 . 25 5 -541.913 -159.819 0 0 0 0 26 1 X16. . 680 407 271 05:: '� 0 is 0 27 2 631.282 140.05 0 0 0 -.439 28 , . .. :,3. ...;582 157 i4 05 . illi 0 -.:4 .. 0 .598 29 4 533.032 -121.95 0 0 0 -.478 ':1.00.;11'.,:: <5 483 907 -252 95< 0. .:0. 0iiiiTigiiiiiiN,:ii.:•!-,i'-fili.':q?iT,RM7II.NIN 31 1 m7 1 663.991 184.604 0 0 0 -.077 32 2 ....323.45..4: .. ..:81a X54. : .. .,.. .0 1111 ::0 1111...': :Q 1111. . ': , .297.... . 33 3 582.116 -11.896 0 0 0 -.358 '434N i-,eg:T: . .. .:4 . .: .54'1 .1179 ..'110.146:: .. .. ...:`0. .... . } 0! ,:: .....y259 35 5 500.241 -208.396 0 0 0 0 ...iii$i3egliiiiiltirig.kliiiMillillel!ilgifilliliiiiiIERiii.tillEililii ... 1 . . ....500.2145.. ...208 46'1:: . ._,0 f7 .,, EZIME . n'01 1 :1$iiiiitiliiffilillaliEliEN 37 2 541.152 110.211 0 0 0 -.259 lig38 3 iiil$iiiiiS821D8Zilli:1$ii!....1.41119atiliii:litii. 0 1111 9IIIIIIIIII-iiiiiilii?.iiiiilliiillnigillitiiiii14. .358 .. 39 4 623.027 -86.289 0 0 0 -.298 40 :...... < .. .. ;5 .1111.663 964.: : ...,.1:84 539< 0 ,.. ..0 1111. 1 ..111.. '. .078 41 1 m9 1 483.926 252.901 0 0 0 -.078 Ai-42 ..2 a 533 051: 12'1 901 ;: a7 : :0 .. . tefigNII':: 478 ..:;: 43 3 582.176 -9.099 0 0 0 -.599 44 .11gfiiir,til:5: 4 .. . 631 30.1:: 1::40.099: ... ;0...:. 0 1111. .. 0 ..... 439 . .• .. 45 5 680.426 -271.099 0 0 0 0 114651 iiiillliml'0.... .. ., 1`�... 492.719' ,, ;: 0. :..p. . . ... :0..,. ' .. , .p:: :....0 ;. . < 47 2 492.719 0 0 0 0 0 48.: ... 3.,,. . . 492119. 111.1.">0 1111... ;:: -0 :1111, ....p 0' . 11 .11. 0';'........ 49 4 492.719 0 0 0 0 0 50 ,5 .Ilii.. 492.719 10... ', .. .. ...5:11111:!10.0.!i"ili$::1,111iiinIIIIIII:19:111Eligiffiiii1ONEME 51 1 m11 1 492.595 0 0 0 0 0 -ili52 2:1 . .......492 595 M ..: 0 0 ...111 :;1' 9 0 . ,..l..: 53 5:111 3 492.595 0 0 0 0 0 54 4': _ 492 598:: .. ::<0 .:<. . .. Q,$ggiimliiI.ti:P:lmg.0 >;,.. 0:; , ::; 0,: ,::` 55 5 492.595 0 0 0 0 0 RISA-3D Version 12.0.2 [P:1...\14001.27- OHI Phipps\STRUCTURAL\CALCS\Roof framing.r3d] Page 3 bf,