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Report (67) rsk Qv°. 0 2 S.3 ' 3 ci r 10570 SE Washington Street _ Suite 210 QaWI2Sr!„ rftg E22HUVg D2@ngnV 11N©, Portland,OR 97216 CIVIL — STRUCTURAL ENGINEERS Tel.503-254-6292 Fax 503-254-6761 December 1, 2006. 4 DEc ® 5 2006 Project: Elite Care Extended Family Residence GtS� ? SW TigardOregon n07223 8��.� t T9 rv's,' The enclosed revised and added calculation pages from the plan check response dated November 30, 2006 reflect the following: 1. Eliminated reference to 4x10 members at 4 feet on center for the Blain. Building roof on page 1 of the plan check response dated November 30, 2006. 2. Added 6x6 post in the wall between the Fireplace Library and the upper Hall to support the Hall ridge beam. 3. Revised the size of the beam below that supports the new post to a 5.125 x 18 GLB. 4. Eliminated reference to the 5.125 x 9 GLB at the Hall ridge. Respectfully submitted, 77?Niel odd Rowell PE TS If E0 0 ttArA Riii&C 04- afruz„ )IAL, C4,14-o5 kis ftc: u--- . - 1sp- vl- .„) (i2-53 ...... '1,101.4) - 7 4, - (a c fi‘-- 6(, 0 , ,, 1, z2 /5 (7 '-- 7 '36 5-4 i --L, '7 lic) - ... ,_..„, ._.1 Le) 24 f -V4--_II .. 04U-, ?NtVit:- (-)daNL'i- bciAm 2-7-01.4, 99----61-C---, -. ----- Lot___Lo„L 1. -11L. sop+pi, (., 6-'40 I'L'i 1511A, I (c/ (4 vi.- ,a,9 oL, hkii Psof cl, r.---) (2,cyty-3(7\ I, - , , - (.3.t-' o41:4_ ____ .titkodt- g(14- .--) (a, V%)1412,) I ,n q5) (%) 47/i) --- ,Pff 01.... tim- ) (too) (`Yil) - 240' ot_ F-119(.4 1 . \- ziodcl -ki ;-, 440?if L1--- \ ON it 01._ 1 -001'e 4(i,410 -2 1cx27i1T 60?ii 0(-- . Date ROWELL ENGINEERING & DESIGN By r1li 4''' k" f j 1 ,/// (.1'. Project 1..:,Ut rr6 Chlq, Sheet of II , .0 6--- Multi-Loaded Beamf 2003 International Building Code(01 NDS)iter 6.00.7 § : t By:Glenn Koester. Rowell Engineering And Design on: 12-01-2006:09:35:35 AM Proiect: Elite Care-Monoghan-Location: Beam 10-Hall Ridge Support Beam €4- 1 _ 0s1, Summary: 5.125 IN x 18.0 IN x 20.0 FT /24F-V4-Visually Graded Western Species-Dry Use Section Adequate By: 24.1% Controlling Factor: Section Modulus/Depth Required 16.64 In Center Span Deflections: Dead Load: DLD-Center= 0.31 IN Live Load: LLD-Center= 0.48 IN=L/496 Total Load: TLD-Center= 0.79 IN=L/304 Camber Required: C= 0.46 IN Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 5688 LB Dead Load: DL-Rxn-A= 3775 LB Total Load: TL-Rxn-A= 9462 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 2.84 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 5213 LB Dead Load: DL-Rxn-B= 3262 LB Total Load: TL-Rxn-B= 8474 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 2.54 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 20.0 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect.Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 180 PLF Dead Load: wD-2= 180 PLF Beam Self Weight: BSW= 22 PLF Total Load: wT-2= 382 PLF Point Load 1 Live Load: PL1-2= 2900 LB Dead Load: PD1-2= 1513 LB Location(From left end of span): X1-2= 5.0 FT Point Load 2 Live Load: PL2-2= 500 LB Dead Load: PD2-2= 500 LB Location(From left end of span): X2-2= 10.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 260 PLF Left Dead Load: TRD-Left-1-2= 65 PLF Right Live Load: TRL-Riqht-1-2= 260 PLF Right Dead Load: TRD-Right-1-2= 65 PLF Load Start: A-1-2= 5.0 FT Load End: B-1-2= 20.0 FT Load Length: C-1-2= 15.0 FT Properties For:24F-V4-Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Stress Perpendicular to Grain: Fc perp= 650 PS Bending Stress of Comp. Face in Tension: Fb_cpr= 1850 PS Adjusted Properties Fb'(Tension): Fb'= 2663 PS Adjustment Factors:Cd=1.15 Cv=0.96 Fv': Fv'= 276 PS Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 49485 FT-LB 9.4 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 8927 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Srea= 222.97 N3 S= 276.75 N3 Area(Shear): Area= 48.51 N2 A= 92.25 N2 Moment of Inertia(Deflection): Irea= 1967.70 N4 I= 2490.75 N4 re"Th E NI- Z I coo ( (0) 0 o a) i-- - , ,I. , •-, 1:' fr cr, 01 ( •, 1, __I, , ::, I 1, , ,,I ,, sYsx t(I', =_:.----._-_:_... - _ 1.....-_i -----7- -,II -F--- 1 -. .__• ----- ---7 ii YNCOc .1.'f(4\ Alik.k7 PilDNA( Ise; _:5---- --._t----,---- .-------______•.,-.1 ,..-_ _ ' 4 - .. i ,4_ ,--== .., -----'&i1 . 24 i_ —1wp: /// 0<1 Eca>t „ocZ<- ----- -__fs-- 1—' -F-- 1• , Z al `-.-. o 'c) s ,,, \ , ,, , , ,L , .\, , 1, / •• ,,,, I ,,, / 1 , ! , , 1 , , L, 1.• , ,, L„, - L. , 1, 1, 1, ,, . .-L1,,,,. , \‘‘ , 1, , /, . 1, „.,,s„,, II, , ,/ 11 ., !, ,...,., 1!, • // , ,,. , „ Li •,, , 1 I ,,_,,.. ,, ,,, ,,, 1 •LL i• ,, „, 1, 1, ,, ,1 ;L, ,„ , , ,• ,L 1 ,„ , , , . 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'O'P OF PLATE : — killIMINIIII Z I_A.11111111 if :i, . ; I 2 x 6 EAVE gI41=1. . : t-----FASCIA. - . i 11 PONY WALL ABOVE .. mail el 3)<ax,ICY-L. : L.6 I<------------- [ 1 UMJ PONY WALL ABOVE 24(---V4 C,I 5 %012.646 0- - IIII: -Alumni -# ___I 131 5)4)(10) (71-6 fa 5tx t ?'".2 -,-- itim 0 4xto Pr 2- fziEidt-S Z4ri -‘14, (.9 2,4* 4,- - 11—m- Ng 1 I _ -- 7.nr,"v1,10- 1 -•.-,-Pmmi , 4/ciO,C,. I.I .i., ...........,„ . ;=...L.. , ____,,--,,,.._-, 'I= .,..,.,_____ ,ex ::-, f Ani is 6,(2,,,,t,„.0 1 IN THIRD FLOOR : . imi: 11 , . , 1 6•A:(0 po54-. (24-: :)- ROOF FRAMING \ 1, 1 -....... _ , PLAN -- .4_ 0 ArX10 Of a Wris'A LL . I . 1/4"=1 -0" -11 • 1-.,1 ' LL • . i 4,0,'...c:Tyi; ilt,F.D PRO,-4- 0 ,— -. 'RAFTER 1 . 1 I / <C NC.3 ,NGIN&..,C, 0 psims ,i,t \ . c..1• CENTERLINE AND ' F. 1 I 7.644-V4,- tit. f:Ct MATCHLINE I , ,, ,- <4. (("5\--83 Ar/ / 67PE:r- ______ 7 .. cr,r„ '' 'r RE 0 1 ' , - 0 ; >, 07- cP 0 , - . 0, • 22,A `' :_ .... .: __--, • <Jo ,t‘Vr, , --1 , ! i! 1-. RON- Li. 1 ,--- , _. , , - . ,- ,i EXPIRES: DEC. 31, C26,, 11 , : a,