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Specifications . . . Structural Calculations for Bearing Wall Removal Hutcheson Residence Tigard, Oegon Prepared for Covenant Construction & Consulting, Inc. 11/7/00 LEI JOB NUMBER 2497 ** *Limitations * ** Engineer was retained in limited capacity for this project. Design is based upon information • piuvidctl h,y the client, who is solely responsible for the accuracy of same. No responsibility and/or abil s assumed by, or is to be assigned to the engineer for items beyond that shown on these C sheets. 21 shee al including this cover sheet. ow d a� 3 a oa F a \ C C :C% � PROtotF a V N �GlNFE tr... �� Lid / 9229 "a E N& �� V ia Si Z Q OREGO a , s 8 �f O V II /IO /e• .� , I= �y15, .. a ix 6 � R KD. NEB- ~ o 2 CO J Q Q a 1 EX P. 11 /.3I JOe m E v` Q 0 U ; J '6 0 & N This Packet of Calculations is Null and Void if Signature above is not Original O. a O Lee Engineering, Inc. Z 1300 John Adams St. / Oregon City, OR 97045 2 (503) 655 -1342 Fax (503) 655 -1360 IL m Master Data Sheet Project Scope: Beam, Column and footing required for existing design bearing wall removal. Design Loads: Roof Dead Load 15 psf Floor Dead Load 15 psf Roof Live Load 25 psf Floor Live Load 40 psf Materials and Design Data: Soils -1997 UBC Table 18 -I -A Allowable Bearing: q = 1500 psf Structural Analysis Software Used: Visual Analysis V. 3.5 — 3D Frame, Truss, Finite Element Program MathCad Professional V. 8.0 — Electronic Calculation Pad Enercalc V. 5.1.3 — Structural Engineering Library NTE : SEE StiFFrs f i Amp 20 FOR DE5/6/1/ SXETCHES. • FOR PLA / VIEW SE E S$EETS 2 AAA) 4-. LEE ENGINEERING, INC. MADE BY � S + WG DATE ��J���O� SHT NO 2 CIVIL • STRUCTURAL • ENVIRONMENTAL CLIENT ` C_G • FILE NO 1300 John Adams Street Oregon City. OR 97045 H LI 1 V 1'e S ON • ges/OG'o K� office: 503.655.1342 fax: 503.655.1360 PROJECT • • • /7 —'" �Z_o.." • •if • J S.QUARE - FOOTAGE 3 - 'O_ " - 0 FIRST FLOOR 914 S F --- A- SECOND FLOOR - 1068 S. TOTAL F- �}. �- 1982 S.F. ------;Pt ____. __________\_\_. 2 -4 Q� .' IGYG .g I - 1 e 6 ° ?h,, ri( F) _ S , �eo ? - - Z, 6c l . SN N k I. C�, K -- ' o JN•.�Q/ • • N .RE NNE 8�1�2aJeS . . WALL d / u l _ , � . W/ SCAM Fos r- ,esov , m i.,. 1) , ( ... i. 4? 4.- 1 kvi 1-.4 - --- ---- • �` . C • ' i •'"'"' k 44x4 , - f • f o II E7 `P 0 �l v 1 • n : C C c. foyer N 10/ Wad R $ 4 3 ° dr. • \ i 3 ° 6 "r 3°6 sy E .: r 3 - 3-5" Z • • • • / /7 O- 74" F Z1 t � /.5 /5,3Z" • 'xtd y /. s s Z !au Z -; o o•/ � (7-) #9 1 . . / . �, . �� I� • a OD /s7 iii oral \ Nov , II : . . _ --4D 7 . : bath e ` 3 ° �° _ H '' j rnaste suite N 1r , I , •` s 1 h1 •' .0 �,VpxK.,f s " \ dor -, 11.11 I N 1 p �- T r i - - , N . 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MADE BY E DATE b SHT NO 7 CIVIL • STRUCTURAL • ENVIRONMENTAL CLIENT , C�� FILE NO 1300 John Adams Street Oregon Gty, OR 97045 � office: 503.655.1342 fax: 503.655.1360 PROJECT ., �T L�I� , R�' VisualAnalysis (version 4.00.c) - Fri Nov 10 13:07:52 2000 • Lee Engineering, Inc., Mark Nelson dead • A lk 78.0296 I 27.89191. 105.922 lb 0 N M CO CO CO • (4/0 VisualAnalysis (version 4.O0.c) - Fri Nov 10 13:07:46 2000 • Lee Engineering, Inc., Mark Nelson snow 138.367 I. 51.10551. 189.4721b co 0 ci N co M Co 1/ VisualAnalysis (version 4.00.c) - Fri•Nov 10 13:07:12 2000 • • Lee Engineering, Inc., Mark Nelson dead + snow • 216.3961f 78.99741. 295.394 lb Qi ch M co v p fV I0 to Vh • • ' LEE ENGINEERING, INC Title :1- lutcheson Residence Job # 2497 1300 JOHN ADAMS ST Dsgnr: SWE Date: 11:33AM, 10 NOV 00 OREGON CITY, OR Description : Scope : Structural design for removed bearing wall Rev: 502 G Timber Beam User. KW4603240, Ver 5.1.3, 22.Jun.1999, Win32 Page 1 _ (c) 1983.99 ENERCALC h: \my documents \projects \ hutch \hutch.ecw:Calc Description Beam at Removed Bearing Wall No Ceiling Live Load [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 1 Section Name Prllm: 3.5x11.875 Center Span 9.00 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft Lu 0.00 ft Member Type Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Load Dur. Factor 1.150 Fv Allow 290.0 psi Beam End Fixity Pin -Pin . Fc Allow 650.0 psi • E 2,000.0 ksi • [Full Length Uniform Loads Center DL 195.00 #/ft LL 520.00 #/ft • Left Cantilever DL Nit LL #/ft Right Cantilever DL #/ft LL #/ft • [Point Loads Dead Load 3,008.0 lbs lbs lbs lbs lbs lbs lbs Live Load 3,726.0 lbs lbs lbs lbs lbs lbs lbs ...distance 3.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft I Summary I Beam Design OK Span= 9.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 19.9 k -ft Maximum Shear' 1.5 10.5 k Allowable 22 k Allowable 13.9 k Max. Positive Moment 19.87 k -ft at 3.024 ft Shear. © Left 7.71 k Max. Negative Moment 0.00 k -ft at 9.000 ft @ Right 5.46 k Max @ Left Support 0.00 k -ft Camber. © Left 0.000 in Max @ Right Support 0.00 k -ft © Center 0.148 in Max. M allow 22.86 @ Right 0.000 in Reactions... fb 2,899.33 psi fv 253.06 psi Left DL 2.88 k Max 7.71 k Fb 3,335.00 psi Fv 333.50 psi Right DL 1.88 k Max 5.46 k • [Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.099 in -0.263 in Deflection 0.000 in 0.000 in ...Location 4.212 ft 4.248 ft ... Length/Defl 0.0 0.0 ... Length/Defl 1,093.3 410.56 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 [Stress Calcs Bending Analysis Ck 19.860 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 1.000 Rb 0.000 CI 0.000 Max Moment • Sxx Read Allowable fb © Center 19.87 k -ft 71.51 Ina 3,335.00 psi © Left Support 0.00 k -ft 0.00 in3 3,335.00 psi © Right Support 0.00 k -ft 0.00 in3 3,335.00 psi Shear Analysis © Left Support © Right Support Design Shear 10.52 k 7.15 k Area Required 31.538 in2 21.442 in2 . Fv: Allowable 333.50 psi 333.50 psi • Bearing @ Supports Max. Left Reaction 7.71 k Bearing Length Req'd 3.388 In Max. Right Reaction 5.46 k Bearing Length Req'd 2.401 in 940 LEE ENGINEERING, INC Title : Hutcheson Residence Job # 2497 1300 JOHN ADAMS ST Dsgnr: SWE Date: 1:06PM. 10 NOV 00 OREGON CITY, OR Description Scope : Structural design for removed bearing wall Rev: 51 0302 General Timber Beam Page 1 User: KW.0603240, Ver 5.1.3, 22.Jun.1999, Win32 (c) 198399 ENERCALC h: \my documents \projects \hutch \hutch.ecw:Calc Description Beam at Removed Bearing Wall No Ceiling Live Load [Full Length Uniform Loads Center DL 195.00 #/ft LL 520.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Sketch & Diagram 11 p Illll Ili I i 11....,. ;1.80 2.70 13.60 4.50 5.40 (.30 7.20 :.10 3.00 ° 1 1111111111111111 11111111111111111 11111111111 1 1 715e1ft �11G11JIIIIIVIIIIIIIIIIIIIIIII! IIIIIII !I!11111 I II IIIII!li I l . I1i!1 ;,111111111!1111111II1! 111 !111 Ii11111111; I ii;j11111!1111111111i111111l 1111 i111111I111111111 11111111 ' I I111111111 !11!11111111111111111111 IIIII 1111111!1i11 :111111 i I 1 11111 111111111111111111 ;111111111111E 111111111111111111111111111111111111111111111111111111111111111111 !11111 I I "" . II1111!111II IPIIIIIIIILIIIIIIIII!IIIL! 1111111111111111 !I!III!II11111111111 2.72 1 ; 1 ^ " "' 1 111u1 II IIIII1 i 11111 l i i i I gtp ax = 19.9k ft �a.os I I I 11 1111111111 Dmax = 0.263in Shear Load (k) Location Along Member (ft) 19.87 •.90 .80 � ;10 o 1311 pia .• IL.50 .40 •.30 x.20 :.10 :.00 Rmax = 7.7k Rmax = 5.5k 7.89 EIMIEWPI 1EI5111J 111 . ?!11111 Vmax a left= 7.7k Vmax ® rt = 5.5k lilLE1 I, IItI!, 111J11 .11111111111J111111!I 1■1111M∎ ��►I JINN [ 111111111111 11111x1111111111 111111111111oif 11•E11111111•111 LEEM 1i111J1N 111' 1111J111 I111'l1111111111111•=1 r 1 11f 11111 A t1111 1 111111"11 11117 111 1'111 7.�� �K111@ 1101:1111 1 11 1'1,0111 1 1111111I1111111111�111i 11111 J 1"111 II K7 121,4111111111'11;0111 EZI 11113 IJ121'1111 111] J 1 ! I IIJ 1 11 1 11'11 1 111 Ia1'1 Mii ill 1J 11111 111x111111 '.J11111 1I IIII I111;IIII11111111;i 111 11111111 I. 11111131.11111°11111 111' 1111N111111E1111ZI P:1I1! 1:111111111 i Be Moment k•ft Location Aloe Member It • 1. ii11' 911,.1 u 1°111 11 1 0111T111 NIA x.14111 PI,1h 1111/1111 11 111181.1111M1P • IIIIIllI _up11'Ald1111111, 11 €J' 01JI 11111111111 EIIlIJII111111 '11$11;111111P1111 111 1 71u17 'u111111111'1 :1 NII 201111 r111212111J1 ! :1',1 111a1111111a11J hI°I111111 111111 111111, 111111 '1 - aLLIEL11111Ia !'J 1.11i111111 11111!1111 1111 ; i112 1211 III1a12111111 J 1111111111111111111111Ii1111J 1111111111111111E111121L1 -J1=1EME 411111111EEktILh 11111,11171 I111a!41111 1111 "11!)1911111 "11111M11i11r/11E•11111E ∎∎111[111111111 1 111111 , 1111111 '911.11111111,11;1.111!Lim ∎∎ 22=11111111111•1111i►' 1111 11 ,911!!I111111IEINI1111 111111111MMIIMMI 0.24 1 11 1I411111111IIIIi I "1 Lv1n, Local y Deflection (in) Location Along Member (ft) • • 'oI LOW EE t co BOW 605, -. 4 x 8)' R F\.00R 1.DPwB A55uME BEAMS MOT CONT I /`I LJS p L = fL Psf o �a2 s. zTs — LL_ = 4-0 ? F DL: 0.43 o.46 = 2.1K DL = Sok'i LL_ = 4, 8. ( P . = 1.9 d� - l.L = 3,tc meta 4,,rpota ►l17An..ifrZ'AIrAWALI'Lvir.Levilri ∎ ∎Ti (0 e R, R - 4f0AS (4•5 t2. + Zgc U0(41 (4 4 4- = 532.0 et o 040 'ms's (c.o') % + tee' = 330# e t t. = N.0 (4-0 4- 48o = 16,0 LEE ENGINEERING, INC. MADE BY '7 (""lei DATE /1/ N SHT NO 444" CIVIL • STRUCTURAL • ENVIRONMENTAL Ad CLIENT CG{' ALE NO - 1300 John Marro Street U Oregon C1ty, OR 97045 P ECT ' / 11TG E SD� office: 503.655.1342 fax: 503.655.1360 J LEE ENGINEERING, INC Title : 1-lutcheson Residence Job # 2497 1300 JOHN ADAMS ST Dsgnr. SWE Date: 11:33AM, 10 NOV 00 OREGON CITY, OR Description : Scope : Structural design for removed bearing wall Rev: 510302 Page 1 User: KW- 0603240, Ver 5.1.3. 22•Jun-1999, Win32 General Timber Beam g (c) 198399 ENERCALC h: \my documents \projects \hutch \hutch.ecw:Calc - Description Beam at Removed Bearing.Wall W/ Ceiling Live Load General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 1 Section Name Prllm: 3.5x16.0 Center Span 9.00 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 16.000 in Right Cantilever ft Lu 0.00 ft Member Type Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Load Dur. Factor 1.150 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi E 2,000.0 ksi [Full Length Uniform Loads Center DL 195.00 #/ft LL 520.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads 1 Dead Load 3,008.0 lbs lbs lbs lbs lbs lbs lbs Live Load 7,383.0 lbs lbs lbs lbs lbs lbs lbs ...distance 3.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary I • Beam Design OK Span= 9.00ft, Beam Width = 3.500in x Depth = 16.in, Ends are Pin -Pin Max Stress Ratio 0.738 : 1 Maximum Moment 27.2 k -ft Maximum Shear * 1.5 13.8 k Allowable 41.5 k -ft Allowable 18.7 k Max. Positive Moment 27.16 k -ft at 3.024 ft Shear. © Left 10.14 k Max. Negative Moment 0.00 k -ft at 9.000 ft @ Right 6.68 k Max © Left Support 0.00 k -ft Camber. © Left 0.000 in Max © Right Support 0.00 k -ft © Center 0.061 in Max. M allow 41.50 Reactions... © Right 0.000 in lb 2,182.45 psi fv 246.23 psi Left DL 2.88 k Max 10.14 k Fb 3,335.00 psi Fv 333.50 psi Right DL 1.88 k Max 6.68k [Deflections 1 Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.040 in -0.142 in Deflection 0.000 in 0.000 in ...Location 4.212 ft 4.212 ft ...Length/Defl 0.0 0.0 ... Length/Defl 2,674.2 760.27 Right Cantilever... Deflection 0.000 in 0.000 in ... Length/Defl 0.0 0.0 • [Stress Calcs Bending Analysis Ck 19.860 Le 0.000 ft Sxx 149.333 in3 Area 56.000 in2 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Read Allowable lb © Center 27.16 k -ft 97.72 in3 3,335.00 psi © Left Support 0.00 k -ft 0.00 in3 3,335.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,335.00 psi Shear Analysis © Left Support @ Right Support Design Shear 13.79 k 8.59 k Area Required 41.345 in2 25.767 in2 Fv: Allowable 333.50 psi 333.50 psi • Bearing @ Supports , Max. Left Reaction 10.14 k Bearing Length Req'd 4.459 in r1 Max. Right Reaction 6.68 k Bearing Length Req'd 2.937 in • LEE ENGINEERING, INC Title : Hutcheson Residence Job # 2497 1300 JOHN ADAMS ST Dsgnr: SWE Date: 1:06PM, 10 NOV 00 OREGON CITY, OR Description : Scope : . Structural design for removed bearing wall s1 °302 Use G Timber Beam P 1 User: KW-0603240, Ver 5.1.3, 22.Jun� 1999, Win32 g (c) 198399 ENERCALC h: \my documents \projects \hutch \hutch.cw:Calc Description Beam at Removed 'Bearing Wall W/ Ceiling Live Load [Full Length Uniform Loads Center ' DL 195.00 #/ft LL 520.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft • Sketch & Diagram 1 i' I�i� i I I l llllll Ines„ '180 2.70 X 3.60 14.50 5.40 3 7.20 g.10 _ .00 71�+ � jljjl�jlj 715 'i/n I IIIIIIIIIII 1 1 1 1111 I I 1 1 6i i 1 11111111111111111111111111IIII :11111111111111111 1111111 i I 11111;1 III IIIII11 111111! 1111111 %Ip'IIIIIIIUI I!li!i11, !IU11! - ! - ~ I ICII! IIII' III 1111111 111II�I II II l cal 1 1 1 !11!!11 I I I 111111llll!!II!Ill l lllil'IPI19 II II111 1111111 11;1111!1 I I I III 1111 I 11!1 III 1111II11r, I� 11 1 1111 # 111111111 I V . l li i i1. I. !IP CI II IIICIiIIiI II 11111111I1 l 3.33 I I ;!II11! 111 , i�!Iill 11 l!1111!1i V 0 = 27.21,11 4.99 I I I I 1 :;r.l 1 19 i � ��I JJ Dmar = 0.142in Shear Load (k) Location Along Member (ft) '7.16 ..90 1.80 121[ll'd13 .60 0.50 x 5.40 ..30 ' .20 :.10 -.00 Rma■ = 10.1k Rman = 6.7k 1011111111111111.11r . 111f11111111911111111 11f f1�1 11t•Iiii11111111 i�� vman ® left = 10.1k Vman 0 rt =6.7k � 4111111,111 I11JIII 1' 111111':111111111 VI1111!ti11!!1�fi�i�f� ��r111111d11. 1111! 11J11a111IIIJ1I111i !1911'1.11i1111i 11�,. ��� LLIMI 11' 111111111 '1111111111111111111111! 111111111 1111i11111191111,111 1•∎∎ • LEMIWiJl'IMIlllilii111E lot111111.11: 1111111111' dl11 1Elillil '111:•Iit111111111111111111l1■11111M �Isl 'IJI1111!II]I 1111 liik!dIll,il' 111111 il!1IIIileIJJll1 Illi. X111111 1 111-1:1111 II 113 lall'161111111111111 1111111: 1111' 1111 1111'11111GI1111!C111 • 1119111111 ! 1 11.11 IJ 1111, 11111I1i11a1111111111 !111111111i1191111Ii 111111111 1Wi9'1111111111M 3-, { 111.iiIMMililillI1111111iliG1l 1:111' ilk111111111,11Ma 111111111 „111i8i111111111011111'!ilel Be ' • Moment .ft Location Alon: Member ft 2L':1111111110 11.Iai1liNEIII191 "111111 1111111. 11111 1 m11 1a1111alfi1111111! 11! x316111111 111ihtil1i111111 lr..4111111..It11111�' .00 fii l'1111Ei'alrl,!11'1 11111.1x, ! 111llIfI111�1111111 hP11 11!1 r� ' IiINIR 11111,111 ilili1111111111111i 1111111119i111111i1111 1?1i11111111'' ��LCI ;I'11111111111a11'111iE'Isl €1:111 il31II111lii1I11111111111111111 I111141111111I! 1I! 11111'IJI11;L,1111'1111111'1i'� i 1111 111 1111 "111111111'1111111111114111 191911111111111 ]II111E111511'.1:11 ∎ OL=I ` 111111119111'.' 111111111E11111111111111111Jllilil91111 !111'1111111111111M111liM11 • Mill•1111111•►t llil11i19I?I111111111 1911111111'" 111PI lilili111111111i11111111 °IT 1■■11 ��`11 IIII N 1 191. 111 "i1n1111 11111: "_;111111111111111a!L ∎t•=MI 211111111I11MMEMII■L''1 9 1 1 1111111, 1111 '111111111 11=Mi-- Local y Deflection (m) Location Along Member (ft) • • • • 1 • • 'ov11t4U :TZEwo • w) . CEJL , J6 L∎ve..1 44 S,Jo ' L04o REaL'1Lo4 gout GEiL.miv lets • R Z 3ou8' R" = C3124, 480 1(())!F' o) I / Z = 7383 0- ' l 3 4) ises vq_= t5s LL= s-E.o' /t A. Q ' ���c. T b J Ii re c.-ROnI To FB4 SEE 5 KETt1} PAc&e 6 t F 7ocr Y�b/nir kenos 52.01 F&(6. Ei pL Z K �9 NEW F.oce 5v'+M U e • Ix.= 2.A t1... _ 7. 3K FE54 --;■ Ofix 260c004 = D om = /.554 REo.`10 LL = 3:.C9 S�Z Z p_ " 3..145 �"r us scsF 15 Z v 5 e oeteZ q L EE ENGINEERING, TIVC. MADE BY "° DATE _G SHT NO C IVIL •STRUCTURAL •ENVIRONMENTAL CLIENT No FILE NO f 0 300 Jahn Adems S treet O 'office: 0 OR 97045 PROJECT NV T C H E S 0/I offi«:503.655.1342 fax: 503.655.1360 J • LEE ENGINEERING, INC • Title : Hutcheson Residence Job # 2497 1300 JOHN ADAMS ST Dsgnr: SWE Date: 11:33AM, 10 NOV 00 OREGON CITY, OR Description : Scope : Structural design for removed bearing wall Rev: 510302 Page 1 User: KW-0603240, Ver 5.1.3. 22•Jun -1999. Win32 General Timber Beam (c) 1983 99 ENERCALC h: \my documents \projects \hutch \hutch.ecw:Calc Description New FLoor Beam FB4 'General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 1 Section Name PrIlm: 3.5x16.0 Center Span 3.00 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 16.000 in Right Cantilever ft Lu 0.00 ft Member Type Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Load Dur. Factor .1.150 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi E 2,000.0 ksi 'Point Loads Dead Load 3,063.0 lbs lbs lbs lbs lbs lbs lbs Live Load 7,300.0 lbs lbs lbs lbs lbs lbs lbs ...distance 1.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft ' Summary I Beam Design OK Span= 3.00ft, Beam Width = 3.500in x Depth = 16.in, Ends are Pin -Pin Max Stress Ratio 0.416 : 1 Maximum Moment . 7.8 k -ft Maximum Shear • 1.5 7.8 k • Allowable 41.5 k -ft Allowable 18.7 k Max. Positive Moment 7.77 k -ft at 1.500 ft Shear. @ Left 5.18 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 5.18 k Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.002 in Max. M allow 41.50 Reactions... @ Right 0.000 in lb 624.56 psi fv 138.79 psi Left DL 1.53 k Max 5.18 k Fb 3,335.00 psi Fv 333.50 psi Right DL 1.53 k Max 5.18 k 'Deflections 1 • Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.001 in -0.004 in Deflection 0.000 in 0.000 in ...Location 1.500 ft 1.500 ft ... Length/Defl 0.0 0.0 . ...Length/Defl 28,891.7 8,539.54 Right Cantilever... Deflection 0.000 in 0.000 in ... Length/Defl 0.0 0.0 • 'Stress Calcs Bending Analysis Ck 19.860 Le 0.000 ft Sxx 149.333 in3 Area 56.000 in2 1.000 Rb 0.000 CI 0.000 Max Moment Sxx Redd Allowable lb @ Center 7.77 k -ft 27.97 in3 . 3,335.00 psi. @ Left Support 0.00 k -ft 0.00 in3 3,335.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,335.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 7.77 k 7.77 k • Area Required 23.305 in2 23.305 in2 Fv: Allowable 333.50 psi 333.50 psi Bearing @ Supports Max. Left Reaction 5.18 k Bearing Length Req'd 2.278 in Max. Right Reaction 5.18 k Bearing Length Req'd 2.278 in 'Query Values • 0 M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 5.18 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in I S ' • • LEE ENGINEERING, INC • . • • Title : -Hutcheson Residence Job # 2497 1300 JOHN ADAMS ST Dsgnr: SWE • Date: 1:06PM, 10 NOV 00 OREGON CITY, OR Description : • Scope : Structural design for removed bearing wall • Rev: KW General Timber Beam Page 1 User: KW-066 03240, Ver 5.1.3, 22.Jun.1999, Win32 (c) 198399 ENERCALC h: \my documents \protects \hutch \hutch.ecw:Calc Description New FLoor Beam FB4 Sketch & Diagram 911 11111111111116191111111111 d1911111111111,119�I1111!If1C 11111111 •50 • ,1.80 .10 2.40 , .70 '.00 • 03631b5 � 11111111 1111 1 1i 11111111111111.1111 1111111111 I I I t II I�9I �I IIIIIli11'llllll Illli 1911111 I IIIIIIIII 1 1191911111111111111111, Ii1191111111 I I • 111 ili11111111111111111! 11111111111111111111111111111111111 1 12,, 11111111111 ! 11111111111111111111111111111111111! 11 1 ..00 • ! ! 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I III II 1'911 Shear Load (k) Location Along Member (R) Rmax= 5.2k Rmax= 5.2k ' x.30 0. 60 Q.90 1 .20 : 1. •.10 •.40 •.70 '.00 Vmax ® left = 5.2k Vmax f� rt = 5.2k .00 ! 1!u1911191919129' II1919191 it — � 221111111101',111101:100111 LillIll1=IIIIIIIIM111111111191110111112 1=K■1 11111 :111€ 1911111 11111991111111111111211111 11111111111191 i9111.i111iommomm miumli1111111111;11111111111;1111111E1111 '1:11M II 011111111111MINIIIIMII fM151111191' 111 191111111111111111 19111111111941191919199911121911111 %11fINI2121191r19!91 ANEN Lifr9U 111 12! 91111111191111112111911111111111111191199111212111 11111111119111 ':'11211119129131'PJ 1 3[11111111111.1' 191111919!11] M11121111121111 919121GI9191i1119 9IhIJl2 9il1212191!19'11IJ19 1921 :I;IIV:912191911911fti11191211 Ben: Moment k. ft Location Alan Member ft 7112- 1111 kN4 ,ll'ai 1119 €111919111 1 11111 1 ,1,A 119 19 10 1f13191..I11191111911911111ii91 :1111 111;!1911 IIIIN191 °191119 211211111111111 IJ1° 11 9 11 11111 1 11 1 9 111111111 'i11111111t!11111411 1 111 IPI'111JJi X 111!1' 111111111111111E19I1IJ119111111121 Id11111119 211191;111111. 111111 !111111'=,11101J9I "9!:'i1I 2LIIN\11P119!! 111111111112iMII uIIIJIEI VIII € 1911190,11120 91gIt1911111N11111 111111191 1 INIgg 1111018191!11 IM!lln1110111 IMI12 iJ'1 UIIIIMI191E1911 1114a1=• ELIMM1111: 1 9 /1 91911 9 1111 !11191111111 @II 9191 11191911 9 9 19 '0101,199111.19119191a!J1i11=11 01-.;mm 1111{ 11911111111121112 .I91 1 11911211211111111911!19 {J I11111=1r ZMI MIII1191 -I11911 11111111101 11 1 111` 111111 : 11111 1 1112'11 'ha 1191J19 __ ____ ULM :k 11111191 Local y Deflection (in) Location Along Member (ft) • • • 10 /1 9 • Plain Concrete Isolated Footing Design f c := 2000-psi F y := 36 •ksi f y := 60000-psi E s := 29.10 •ksi f m : =1500 -psi Y conc :=150 -pcf y soil : =100 •pcf q all := 1500•psf Loading 5.182 P di : =1532 -LB P 11 := 3650 - LB P tl := P dl + P 11 P tl = 5182oib assume footing thickness... t f := 3.5 -in d • q net := q all t fY conc q net = 14560psf ` 6 x A rea := P tl A req = 3.558"ft b reqd := regd b reqd = 1.886"ft z' - - p " gnet t if b: = 2 ft A: =b A =4°ft Ultimate Loads: P di :=P dl + t f •Y conc P u :=1.4•P dl + 1.7-P11 P u = 8.59501cips qu:_— Pu qu= 2.149oksf A Beam Shear: d : =t f` 0 -in b col : =12 -in (12" SQ PIER BLOCK) := 0.85 V n :_ 4 4• f c •psi •b •d V n = 4.257akips V q b — b CO l _ d •b V u = 0.895°cips < V n = 4.257"kips OK " u u 2 • • • LEE ENGINEERING, INC. MADE BY SWE DATE: 11/10/00 SHT NO I712 1300 JOHN ADAMS ST. CLIENT CCC JOB NO 2497 OREGON CITY, OR 97045 (503) 655 -1342 FAX (503) 655 -1360 PROJECT J-IUTCHENSON RESIDENCE - BEARING WALL REMOVAL Two -Way Shear dl:= t -0.in dl= 3.5°in b =12-in b =12•in 13: =1.0 b 0 : =2.(b S -t- dl) - 2 •(b 0-d1) b 0 = 62°in V =4). 4 + 8 • f 3 3 V nmax := 4.2.66 f c •psi •b •d V nmax = 8.494 °kips V u : = u 1 1 3 2 – ( col + d) V u = 5.01 kips < V nmax = 8.494.Icips OK 2 • M u = q u b– col .(2) M u 0.537oft•kips • 2 S := 1)4:112 S = 0.028.ft 4 := 0.65 6 F t := 5.0 • f •psi F t = 145.344 .psi • Flexure: M f :_ — ° f = 131.553apsi < Ft, OK LEE ENGINEERING, INC. MADE BY SWE DATE: 11/10/00 SHT NO ie /LD 1300 JOHN ADAMS ST. CLIENT CCC JOB NO 2497 OREGON CITY, OR 97045 (503) 655 -1342 FAX (503) 655 -1360 PROJECT HUTCHENSON RESIDENCE - BEARING WALL REMOVAL EXISTugc, • i N-- /Vo GAF e • Nevi 3 Ilrg EXt�TIPJc� Pj4RALLAM PS (2.0 E) fPff 6601 g EAM. No STO RAGE A E iY.44 LOAD FROM A -r - r IG .) 1.P. EA. Ow of VERM Neu 4x4 pbsT i4eui 1x4 Posi (D. E. No . i) (D. F. No, i) —� Si Mp50' 5CA NM.* BASE 1 Ex►S•C►nJ U 4x6 • to E t�si . , Su1PSON EPG44 . I i NEW P5L EX1ST1�4 � 1�lEvl P.T Poo $_.... NEW PbsT 4x4 pivst ...6‘ q . Kew Co/41C, _. F Cr I / I P tE2- - s,MaSON I J� Go/JG BC4 BASE �' r AIX El-Ewa1e:0 . ° - 1-- I lay ars w / LEE ENGINEERING, INC. MADE BY S ►UE DATE -— SHT NO II «• CIVIL • STRUCTURAL • ENVIRONMENTAL CVEIsJT CU- FILE NO 2. '7 El 1300 John Adams Suva Oregon Qry. OR 97045 • office: 503.655.1342 fax: 503.655.1360 PROJECT UTCtfE <CW RES, I • • Nev.) 4 Qom 6i M bca �'xl , i /417 4x8 mt. Base piSL To NATC41 M 1 364 N c"� 136 M (IR.) 3 =6" Abotl e l MAX 4x4 Pos- As Reams (NP) PP Cb' W I Pe CrYR) ME • 4x4 Wz.oxw2.� Z I ' • d " K Z x 3 /2 NI JN. GEM E Rice PREGAYr CDn PAD. FORM pN G fT E OR PO cc= 2SW psi 44 IN. C W i FOUNDATION DCTA Il LEI S E A • b LEE ENGINEERING, INC. , CIVIL • STRUCTURAL • ENVIRONMENTAL CLIENT CC FILE NO 1300 John Adams Street ' I Oregon City, OR 97045 t� uT F GQN SHT NO JUT' Res , office: (ax:503.655.1360 MADE BY W PROJECT W