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Specifications (25) ' tiiLd; y\ rev,,, it # MST 2-01 (1 ©c ErEiV JUL 2 2 2019 CITY OF T IGARD uivIsION Structural Calculations Le BRUN RAISED HEADER 7350 SW Landmark Lane Tigard, OR. Creative Home Remodeling DESIGN LOADS: Roof Load = 31 psf (25 psf SL) Attic Load = 14 psf (10 psf LL) Max Soil Bearing Pressure = 1500 psf , ucTc Rq PROp%6's • Q 9381 pr OREGON xv(i4x22,19 DEC 3 1 20t9 Job 6848 TIM COVERT P.E. STRUCTURAL ENGINEER 1750 SW Skyline Blvd Rm 221 Portland, Oregon 97221 Phone: (503) 228-0426 68 8 ct !Y ST0..) 'ROOF- -141k,c sJC� +1(2 = r2._ -1 iq--3`t (fit 3k 419 / i—-J tf 5 i 2�t 4ito ' e, - to« yc 2_ (4 . cc 4i0 IL- +3.53` -3 3 .1. .53 I.-. tt_ � to q�yu + i.Sg _didge -I-10 _ A -F t O 14111libm... • 51 6,t, ilt, 4.10" 2f .-I Cs, " (2.1-- " 4 -3L(°4 it- / 00F_ g_o0p( tJC -3 PL - (af(oW4Kcc ) ck co, fc-c- (1-- ) ---/ 6 :31-'e . Get(A(1- � = z 167 `t o f c, ( R:1:1 (03.c0LAT ° D_2) (��� o0-) /,(,Y<'. c,381 r iF54-- ----t. OREGI,JN.,, , 144 o a 1 m„) = 50..S41, 4- 1. )23. S (5'oz) -' (5' z.)CC)k.,)(®)) + (g,W(-174- x`49) - + - spa, -----)-v_1.03_ ,', -,5-,,,�� _0_. __ Li VH,\'',3, ,.„,) ,/,:=;:;---) j 0,4 9,grl.----1 11./) 47 00 ,...',.,L.--..:2-1--- ag2, 0q� Ogg 0g? 7 , 0 0 02 , q) coe L-17 . L-12 .. (-.25, (.2.19 ) ► ) a Uz i,'"i x-1-4 5 -10' _6o0 ' + o i o ' - .i'l t'� 3'x,1 1 Q ” =d goo ! + ._z0 ' = V) 5 -37/E ± --3+/i. ± a .4,, -0 61,,10,) , . --.)->i 500 .0 0,7o -) --3.-)61 b l = ( )3 )(+ + a)) 11---)01 ( b i.0') d 2-17 _- cc),p 7c.c'', + SZ) IN f _ t') $oa .0 (.- )° `;') ) ) 12 -ti ) C I--V 01 V 5rd, : x Z-- J - - . , ) -z- \A21. 0__ c God s __ w Company July 19, 2019 Designer 9:15 AM Job Number 6848 Le Brun Remodel Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) 1 .12 ;P-Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th 1, Cold Formed Steel Code [AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature L< 100F ;Concrete Code ;ACI 2002 Number of Shear Regions ?4 'Region Spacing Increment(Jn) '4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No I Unused Force Warnings i Yes Wood Material Propedier's Label Species Grade Cm Emod Nu Therm(\1 E... Dens[k/ft"3] 1 DF Larch _j Douglas Fir-Larch No.1 1 .3 .3 .035 (// Wood Section Se _, / _____ LabelShape Type , Design List Material Design Rules , A[in2] 1(90,270)[i.,. 1(0,180)[in4] 1 WOOD1 2X4 , Beam RectangularDF Larch Typical 5.25 .984 5.359 Wood Design r; - -ters Label Shape Length[ft] Le-out[ftl Le-in[ft] le_bendto_.._le-bend bo .. K-out K-in CH Cr Out sway In sway M1 WOOD1 1 2 1- M2 -WOOD1 8.75 1 — — 1 1 r Yes 3 M3 WOOD1 [ 1 1 / Yes I4 1 M4 ;WOOD1 8.75 F 1 I 1 (/ [ 1 Yes i I , 5 M5 WOOD1 3.5 M6 1 I Yes -j C� 1 6 �WOOD1 14.538 � 1 � 1 I [ ( Yes l I 7 M7 WOOD1 5.522 11 � Yes 8 C M8 1 WOOD1 [5.158 -1---7[7-F-----__ I 1 1 --- I Yes [ 9 M9 WOOD1 5.1581 1 _ Yes 10 ! M10 I WOOD1 15.522 1 f t 1 i Yes j 111 M11 4.538 1 1 Yes [ 1.758 — — l V I ! Yesalliiiiilliria WOOD1 ` 12 ( M12 WOOD1 1.3 I M13 4.524 � Yes WOOD1 -I _ 14 M14 I WOOD1_1,4.524 l 1 1 �` T T I Yes t 15 M15 iWOOD1 1.758 I1 I I- I. I Yes Member Primary Data Label I Joint J Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 FM1 N1 i N2 WOOD1 Beam Rectangular DF Larch , Typical L 2 M2 j N2 1 N3 1 WOOD1 i Beam Rectangular DF Larch%Ty_pical 3 1 M3 N3 N4 1WOOD1 Beam Rectangular 1 DF Larch ' Typical 4 F M4 L. N4 I N5 Y I WOOD1 1 Beam I Rectangular DF Larch [ Typical 5 . M5 ! N5 , N6 WOOD1 Beam Rectangular DF Larch , Typical RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 1 Company July 19, 2019 Designer 9:15 AM Job Number 6848 Le Brun Remodel Checked By: Member Primary Data (Continued) Label Joint J Joint Rotate(deq) Section/Shape Type Design List Material Design Rules 6 i M6 L N6 1 N7 _L WOOD1 LBeam Rectangular DF Larch Typical 7 M7 N7 N8 WOOD1 Beam Rectangular DF Larch Typical 8 M8 : N8 N9 I WOOD1 Beam Rectangular ; DF Larch Typical 9M9 N9 , N10 WOOD1 Beam Rectangular DF Larch Typical 10 4 M10: j N10 N11 WOOD1 Beam Rectangular , DF Larch Typical 11 M11 N11 N1 WOOD1 Beam . Rectangular DF Larch Typical 1 12 M12 C N2 _ , N11 ! WOOD1 . Beam ! Rectangular ' DF Larch ,_ Typical__j 13 l M13 N3 N10 WOOD1 Beam Rectangular DF Larch Typical 14 M14 1 N4 Na WOOD1 Beam 1 Rectangular DF_Larch I Typical _L 15 , M15 N5 N7 WOOD1 Beam Rectangular 1 DF Larch_ Typical Member Advanced Data Label I Release J Release I Offset[ini J Offset[in] T/C Only Physical TOM Inactive 1 M1 Yes 2 M2 j PIN 1 . Yes 3 M3 1 PIN � Yes 14 L- M4 1 Yes i. 5 M5 PIN 1 Yes 6 M6 t — -_ - ------ --- -- � Yes 7 M7 Yes L8 M8 i PIN t Yes 1 9 M9 Yes t110 M 10Yes j L 1 11 M11PIN Yes '`12 M12 l PIN I PIN 1 I Yes 13 M13 1 PIN PIN I- Yes t 14 M14 t PIN PIN i Yes I _ 15 1 M15 1 PIN PIN Yes , Joint Coordinates and Temperatures Label X[ft] Y[ft] Temp[F] 1 0 0 0 2 N23,5 L 0 0 � --- 3 N3 -- 12.25 0 0 !,---4 N4 1 16.25 0 ] 0 N5 25 0 0 1 6 N6 28.5 _ 0 I 0 1 7 N7 24.25 1.59 0 8 N8 19.08. 3.53 0 9 N9 14.25 5.34 0 j 10 N10 9.42 — ' 3.53 _ 0 11 N11 4.25 1.59 0 r . Joint Boundary Conditions Joint Label X[k/in] Y[k/in] Rotation[k-ft/rad] Footing 1Reaction t- N3 Reaction Reaction 1 3N4 Reaction r 4. i N6 1 f Reaction I 1 i RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 2 1 Company July 19, 2019 Designer 9:15 AM ' Job Number 6848 Le Brun Remodel Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 _dead None , 11 2 live 1 None - I 1 3 3 snow None 6 Load Combination Design Descriptionr_ASIF CD ABIF Service Hot Rolled Cold Formed Wood Concrete Footings 1 , D + L ' ' _ — Yes Yes Yes Yes Yes 2 I D + S f_ 1 Yes Yes Yes Yes Yes L 1.15 Yes Yes Yes Yes Yes 3 , COMBO4 � Load Combinations Description Solve PD...SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 2 i D + L Yes E r 1 . 1 , 2 1 - _ D+ S Yes f 1 1 I t 1 j1 ! j 3 COMBO 4 !Yes, ; 1 1 _L 2 i .75 1 3 75 V Joint Reactions (By Combination) LC --__-- Joint Label X[k] Y[k] MZ[k-ft] T - -- 1 1 Ni , 0 .111 i _ 0 2 1 1 1 N3 0 .233 0 3 1 N4 0 .233 i 0 I 4 L- 1 N6 T__ .111 0 -- 5 1 Totals. 0 .687 6 I 1 1 COG (ft): X: 14.25 Y946 7 ' 2 N1 0 .318 0 8 I 2 N3 0 .347 0 9 1 2 N4 0 .347 - — 0 10 I 2 E N6 - I 0 F .318 _ 0 11 2 Totals: 0 1.329 112 2 COG (ftp._-- X 14.25 ( Y: 2:383 13- 3 r-- , Ni --- -- - -.-._- 0 .28 \ 0 14 3 I N3 - 11 ---- 0 .38 i 0 l i 15 3 N4 0 3.8 T 0 16 I 3 N6 ! 0 - - .28 0 17 3 Totals: 0 .319 18 3 i COG (ft)_: , X: 14.25 Y: 1.924 Member Distributed Loads (BLC 9 : dead) Member Label_- Direction Start Magnitude[k/ft,d...End Magnitude[k/ft,d... Start Location[ft,%o]-_ End Location[ft,%o] 1 M1 Y 005 ' -.005 0 0 2 1 M2 r Y ,__C______-.005 -.005 1 0 I 0 3 M3 - Y -.005 -.005 ---_ 0-_ -- 0 - - i 4 I M4 I Y' -.005 i -.005 r 0 0 M5 5 Y -.005 -.005 0 0 J 6 M6 Y -.008 .008 1 0 0 7 M7 Y -.008 -.008 0- 0 8 ! M8 ( Y -.008 ! -.008 -1 0 0 i 9 M9 - Y 008 -.008 F 0 0 l 10 I M10 Y 1 ce ..008 j -.008 I 0 0 11 M11 _, Y -.008 -.008 0 0 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 3 Company July 19, 2019 Designer 9:15 AM ` Job Number 6848 Le Brun Remodel Checked By: te _ Member Distributed Loads (BLC 2 : live) Member Label Direction Start Magnitude[k/ft,d...End Magnitude[k/ft,d Start Location[ft,%J End Location[ft%] 1 M2 r Y -.014 -.014 0 0 2 I M3 i Y -i -.014�Y__ 014 0 0 I - 3 M4 Y -.014 v -.014 0 0 Member Distributed Loads (BLC 3 : snow) Member Label Direction Start Magnitude[k/ft,d...End Magnitude[k/ft,d... Start Location[ft,%%] End Location[ft,%] 1 M6 - Y -.031 -.031 I 0 0 2 M7 Y -.031 I -.031 1 0 I- 0 3 M8 _ Y -.031 -.031 0 L 0 4 M9 T Y ; -.031 LT _ -.031 0 I 0 5 i M 10Y -.031 .031 0 0 6 Ml1 1 . Y -.031 l _031 l 0 I 0 1 Joint Loads and Enforced Displacements Joint Label _ L,D,M Direction Magnitude[k,k-ft in,rad k`s^2/ft] No Data to Print ... Member Point Loads Member Label Direction Magnitude[k k-ft] Location[ft,%] No Data to Print ... Member Section Deflections LC - Member Label Sec x[in] y[in] (n)L/y Ratio 11 M1 1 0 0 NC 2 0 I -.058 t NC 3 - I _ - 3 0 ' .116 41;r NC 4 4 0 -.174 I NC 5 I 5 0 _ -.232 NC 6 1 1 M2 1 0 i -.232 1 NC 7 - - 2 0 _i -.36 - 563.85 8 _ 3 0 1 -.38r- 397.874 9 4 0 -.247 555.539 10 l 5 .001 0 NC 12 1 M3 1NC .001 -_009- ;.001 0 5608A56 13 3 .001 -.012 3996.025 - , 14 - 4 .001 -.009 5608.456- 15 5 0 0 1 NC 16 I 1 I M4 1 0 I 0 I NC 1 2 001 -.247 ' 555.444 '�'� 18 ( .001 -.38 397.796 3 1 - 19 ! 4 .001 -.36 563.712 20 j I 5 .002 .232 - - NC _I 21 1 M5 1 .002 -.232 NC ; 22 i [ - 2 L .002-_ ; -.174 I NC 23 3 .002I__ _1NC 8 - _ [[ C � 4 .002 _ 0558 r - 24 25 5 .002NC 26 1 M6 1 -.002 0 NC 27 2 .002 .111. 1462.799 28 3 _ -.002 .207 931.425 __I 1091.693 30 5 I -.003 - .299 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 4 Company July 19, 2019 Designer 9:15 AM Job Number 6848 Le Brun Remodel Checked By: Member Section Deflections (Continued) LC - Member Label Sec x[in] y[in]_ (n)L!y Ratio 312 1 , M7- - ----1 1 -.003 .299 NC 2 _003 .266 -1` 1595 342 33 • 3 -.003 :, .184. 1945.113 34 r 4 C -.003 (' .084 1` 8008.157 35 5 -.003 .001 NC 36_ 1 ( M8 1 -.003 - .001 NC 372 -.003 -.033 1767.583 38 l 3 -.003 -.034 1646.701 39 4 -.003 _i -.018 2769 814_ 40 ! I 5 -.003 .005 NC 41 1 _ M9 1 .001 .006 !_ NC 42 ! 2 .001 -.017 J 2769.606 43 j - - 43 .001 T 44 001 -.032 ' 1767.464 _ 45 � 5 .001 .002 NC 46 1 M10 1 001 002 NC_ 47 2 .001 .085 8001.996 48 3 I .001 .185 1944.461 49 4 .001 .267 I 1594.928 50 -5 -- .001 .299- ' NC ' 51 1 M11 21 0 52 ,274 1091.506 53 3 0 .208 - ! - 931.269 -54 40 j; .112 1462.558 1 55 _ 5 (I 0 0 NC t__56 1 M12 1 -.21 - -.099 NC 57 2 -.21 -.128 NC 58 3 -.21 _.157 NC � 59 4 -.21 1 -.185 - NC 60 i 5 T -.209 -.214 NC 61 1 - M13 _ 1 - 0 0 NC _62 - - - 3 -.001 0 NC 63-f 2 0 0 NC 64 I j 4 001 .001 NC 666 65 ' i r 5 -.002 .002 _ .. , . _---- -- - ----___ I -._._ --. � _1 M14 1 0 0 NC 68 2 0 -.001 NC i 3 0 -.002_ NC 69 - 1 4 0 -.003 NC 70 � 5 -.004 _--- NC -_I 71 1 M15 1 -.211 .097 NC 72 I I - 2 �_ -.21 .126 736.834__. 733 � -.21 .155 368.417 74 I 4 j -.21 1 .183 i 245.611 5 -.21 i .212 184.209 75 i 76 2 M1 1 00 C 0 NC -.104 1 2850.186 78 ( 1 277 0 r -.202 1801.184 79 4 .001 -.288 2089.33 - F 80 5 .001 -.357 NC 81 2 M2 - 1 .001 -.357 NC 82 _ 2 .002 -.437 621.456 83 3 .003 -.385 i 508.383 84 - 4 .004 !_; -.225 ! 775.371_ 85 5 .005 - 0 NC 86 2 M3 1 .005 0 - NC 87 ' y-._2 .005 -.002 NC RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 5 Company July 19, 2019 Designer 9:15 AM ' Job Number 6848 Le Brun Remodel Checked By: Member Section Deflections (Continued) LC Member Label Sec x(in] y(in]-- (n)L/y Ratio 88 , 3 1 .006 _ -.003 NC 89 - 4 .006 -.002 NC 90 1 5006 0- NC ' 91 2 M4 , 1 .006 ---_..... 0NC 92 2 .007 -.225 775.604 93 3 .008 -.385 508.543 `94 i = - 4 f .009 - L -.437 1 621.665 95 I _ 5 .01 -.357 NC 96 1T 2 MS -_1 .01 -.357 NC 972 .01 -.288 2090.276 1 98 - I 3 I 01 =.202 1 1801.988 99 4 .011 -.104 2.851.444. 1001 .011 J 0 I NC I 101 2 M6 1 -.01 -.004 1 NC II 1021 2 ,-- -.011 - I! --.178 818.702 11033 -.012 .327 538.798 104 1 ( 4 -.012 .423 662.317 . 105 1 5 ' -.013 .456 NC H11061 _2 M7 1 1 -.013 .456 NC ' 107 , - 2 ' ..-.014 .411 976.619 1108 I 3 I -.014 .289 . 11.11.579 I10gI 4 -.015 .132 4336.609 `110 5 r -.015` .004 _ I.; -_-NC , 111 2 M8 1 -.015 .004 NC I. 112 I, 2 I -.016 -.034 1405.64 J 113 1 3 -.016 ( -.023 1608.981 114 4 1 -.016 .003 3353.454 1115 I 5 -.016 .027 NC 1 116 1 2 C M9 1 .006 .031 I 2611.056 117 2 .006 _007 NC 118 1 3 I .005 -.019 2327.879 119 4 _.. .005 -.03 -. 1625.261 120 I 5 _ .005 I .008 NC 1.21 2 M10 1 I .005 .008 NC 122 - -- 2 1 .004 T .136 4329.844 123k 3 .004 294 1111.101 124 4 I .003 I, .415 976.409 1251 -__ 5 .003 1 .46 NC - C126 ( 2 M11 1 .002 .46 NC 127 2 .002 .427 662.345 1128 1 3 .001 .331 538.819 ., 1 129 40 .182 , _ 818.732 '130( 5 j -0 -- 0 NC'1 131 1 2 1 M12 1 -.323 -.154NC 1 ( 132 I ! Z+ •r+Y" I -.323 -.197 NC 133 3 -.323 _ -.241 NC 1134 1 r 4 C -.323 I -.285 NC 135 _- , 5 -.323 -.328 NC I136 - -.003 1 -.004 _ NC 1136 2 � M13 1 � _ 1 2 ._- _--.004 1 -.001 -__NC I138I I 3 t_ 005 .001 ' 9670.365 J L 139 5 L' -.006 .007 4835 82 � 1 140 1 141 ;_ 2 M14 1 .004 -.005 t 1142T � r NC 2 1 - .003 -.007 NC ' 143 - 3 002-__-_-- -.013 9669.776 1441 I 4 i 002 6446.517 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 6 • Company July 19, 2019 Designer 9:15 AM Job Number 6848 Le Brun Remodel Checked By: _ Member Section Deflections (Continued) LC Member Label Sec x[in] y[in] (n)L/y Ratio ___-5 .001 -.016_-_ 4834.888 1461 2 M 15 1 - .327 144 NC -I 147 , 2 -.327 _ .187 484.047 I 148.1 3 -.327 .231 I 242.023 149 4 -.327 .274 y 161.349 150' 5 .327-- 1- - 318 121.012 1513 M1 1 0 0 NC _ 152 1 I 2 [ 0 1 -.106 4423.127 153. - 3 0 --.207 _ 2812.476 ., 1541 - 4 0 - -.301 3290.073. 1.55 1 5 - .001 -.384 - NC 156 1 3 --- -M2- -- 1 I:. :_.001 ''_.- .__ -.384 '. NC 157 , 2 .002 52 453.751 158� - 3 - I .003 - p_ -.498 342.988 159 4 .004 -.307 497.71 - 1 ------ -- 160 I - I 5 r .004 0 NC �-161 3 M3 i 1 .004 0 L NC 1621 , 2 .004 _ -.007 6874.882 163 1 3 .004 I -.01 4898.353 164 I 4 t 004 -.007 6874.882 1 1.65 1 - 5 .005 0 NC I 16 167 ! 3 � M4 -- - 1 � .005 � 0 NC 2 .005 -.307 497.722 11681 3 .006 I -.498 342.997 I, 169 4 .007 -.52 453.764 .008 -.384 I NC X170_ 5 �' 171 3 M5 1 .008 -.384 NC I 172 1 .n,. - s,_ 2 008 :_ I -.301 ` 3290.358 173 _ _-- 3 .008 -.207 2812.714 r174_- 4 .009_ j -.106 4423.494 1.75 5 009. - _ - 0 _ � NC 176 3 I M6 1 -.008 -.003 NC 1 177 2 -.009 .189------- 802.499 . 178 i__ I i 3 -.009 .349 I 522.198 1_179 - 4 -.01 „4„„ .454----- 631.251 --- ---11' I .492 F 181 3 r M7 5 -.011.01 0111 .492 NC 182 L 2 -_011 ; .441- 927,818 _. _ = -=. .309 T 1081.859 183 , i 3 -.012 184 r. 4 012 _.141 I 4298.013 J !_185 5 -.012 .003 NC J X186 3 M8 _ " 1 -.012 . 003 NC 187 . 2 -.013 -.043 1205.911 188 13 -.013 -.037 ! 1259.072 189 4 -.013 -.009 2358.012 190 -- 5 -.013 _ _ _022 NC J 1191 3 M9 1 .005 .025 NC 192 2 .004 � -.006 2358.929 -� 193 3 .004 -.033 1259.49 1194 1 ! 4 I .004 -.04 1 1206.246 95 5 004 .006 NC 196 3 M10 -__-- 1 .004 .006 NC __ 197 2 .004 .144 , 4292.409 198 - 3 .003 .312 I 1081.423 jL 199 ;200 I 4 .003 .445 927.597 .002 .495 NC - I201 3 M11 . 1 1 .002 1 .495 1 NC RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 7 Company July 19, 2019 Designer 9:15 AM 10 ' Job Number 6848 Le Brun Remodel Checked By: . Member Section Deflections (Continued) LC Member Label Sec x fin] v fin] (n) L/y Ratio _202 i 2 .001 .458- 631.225 I 203 3 0 .352 522.178 204 4 0 .192 802.469 206 i -- -- 5 _. T 0 0 NC 206 3 1 M12 1 347 _-i ---- __ -.165 - --- NC --1 207 2 -.347 _212 447.893 208 3 T -.347 �' -.259 223.946 209 4 -.347 _ -.306 149.298 210 i 5 _4_ -.347 -.354 111.973 2.11 3 M13 1 ! -.003 -.003NC , _212 2 -.003 ' -.001 NC 213 31 -.004 .001 _ NC 214 1 - r 4 1 -.004 .004 J 7764.97 2155 -.005 ! .006 5823.727 2161 3 M14 1 ' .003 -.004 NC 217 2 h- .002 -.006 NC 218 3 -_:002_ [ -.008 NC 219 I 4 .001 -.011 7764.855 1 220 ir 5 0 -.013 5823.641 221 222 1 3 ( M15 1 -.351 .157_� ' NC 2 -.351 .204 ' 448.095 1 ,,7123 ! -.351 .251 224.047 224 I I - 4 _.- , -.351 .298 149.365_ 225 -_ --. ... 5 -- ---- -.351 .345 112.024 Joint Deflections (By Combination) LC Joint Label X[in] Y[in] Rotation[rad] l 1 1 f N10 0 -5.555e-3 2 1 N2 0 -.232 -5.613e-3 J N3__- .001 0 -8.041e-4 4. i -'1 j 0 N4 -0. _.. -1.031e-2� , 5.609e-3 651 -.232 I I N6 =002 8.422e-3 7 1 N7 -.102 : _281 6.324e-5 8 1 1 1 N8 .003 -.002 3.634e-3 9 . 1 N9 .001 _ , -.006 -1.561e-3 10 1 1 ( N10 I Q _ -.002 1 3.636e-3 11 1 . N11 .104 -.281 -6.272e-5 12 2 i N1 0 _- 0 -9.996e-3 13 2 N2 .001 -.357 -5.625e-3 14 2 I N3 .005 0 I 2.116e-4 16 2. N5 .006 0 1 .9 007e 3 I 1 .01: -.357 5.622e-3 17 2 N6 .011 0 1.375e-2 18 1 2 ] N7 .148 1 -.432 2.703e-5 . 19 2 N8 .013 -.009 -5.145e-3 20 1 2 N9 -__-- _006 031 I -1.468e-3 21 2 N10 -.002 -.009 5.151e-3 22 i 2' N11 - .159 -.432 2.443e-5 23 3 N1 0 0 -1.011e-2 24 3 I N2 .001 i -.384 -7.34e-3 L 25 3i N3 -_- .004 0 -6.559e-4 26 C 3 7 N4 .005 ( 0 -1.257e-2 [ 27 3 [ N5 .008 -.384 7.335e-3 28 3 N6 ; .009 -_ 0 1.448e-2 29 3 N7 163 -.464 i 5.728e-5 -_ RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 8 , Company July 19, 2019 Designer 9:15 AM � ' Job Number 6848 Le Brun Remodel Checked By: Joint Deflections (By Combination) (Continued) LC Joint Label X[in] Y fin] Rotation fradl 30 3 I N8 .01 I -.007 -5.715e-3 [ 31 . --3 N9004 1 - -.025 -1.954e-3 32 1 3 N10 I -.002 [ --007 5.72e-3 _ - I 33 3 I N11 _ ---------- -- .172 -.465 -5.521e-5 Member Section Forces (By Combination) LC Member Label_ Sec Axial[k] Shea r[k] Moment[k-ft] 1 1 M 1 1 -.103 .005 � 0 2 2 -.103 0 -.003 3 3 -.103 -.004 -.002 4 4 -.103 -.008 .003 5 5 -.103 -.012 .012 6 1 M2 I 1 -.057 - 'rr� .085 l-- :01.2 7 2 -.057 .043 - -.127 _ i 8 - 3 _ -057 001 -.176 9 4 -.057 -- .04 � -.133 10 1 i 5 -.057 { -.082 0 11 , 1 M3 L 1 .034 � .0380 12 ,_ 2 .034 ! .019 -.028 13 3 .034 _� 0 -.038 4 4 `1 .034 ' -.019 -.028 � 16 1 M4 034 1--- -.038 0 j r --_ __-- ______ - -r `-.057 > .082 _ 0 -- -_I 17 2 -.057 .04 -.133 18 3 I -.057 _ I -.001 -.176 19 ' 4 -.057 -.043 -.127 20 1 5 1 -.057 -.085 .012 21 1 M5 1 I -.103 .012 .012 22 I ._._2 -.103 .008 .003 23 r 3 ! -.103 .003_ -.002 24 24 L 4 -.103 0 -.003 25 5 -.103 -.005 0 _ 26 1 M6 T 1 .133i -.063 0 27 2 .13 -.054 .066 28 3 1 .127 '_ -.046 .123 29 ! 4 .123 -.037 .17 30 - 5 .12 .029 .207 31 1 M7 1 .044 .046 .207 32 2 .04 - :056 ' .137 33 3 rr .036 .067 .052 -_ 34 4 .032 077 I -.047 355 .028 .087 -.161 366 1 M8 1 I -.017 05 -1 -.161 � ----1 --- 37 2 -.021 -.041 -.102 38 1 - 3 -.024 _ 031 =.055 , 39 4 -.028 , -.021 -.021 40 i 5 -.032 -.012 I 0 41 1 M9 1 -.032 .012 0 42 L 2 --028 .021 -.021 43 _. 3 -.024 .031 -.055 44 4 -.021 .041 -.102 45 - 5 I_ -.017 .05 -.161 46 -_1 M10 r 1 .028 T -.087 , -.161 472 .032 -.077 -.047 _48 I L 3 .036 -.067 I .052 49 , i 4 .04 -.056 I _ .137 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 9 Company July 19, 2019 Designer 9:15 AM Job Number 6848 Le Brun Remodel Checked By: 1 _ Member Section Forces (By Combination) (Continued) LC Member Label Sec Axial(ki Shear(k] Momentfk-ftp `50.I 5 1 .044 I -.046 .207 -j - 51 1 M11 1 .12 .029 .207_ 52 I - 2 .124 .037 .17 53 3 .127 .046 .123 54 4_._ .13 .054 .066 55 5 .133 .063 0 56 ' 1 M12 1 -.107 0 0 57 ] ;, 2 1071. 0 fi 0 58 3 - -.107 0 0 59 4 -.107 0 0 60 --- -_----- 5 -.107 .107 0 0 61 1 M13 1 .145 + 0 0 62 2 1 .145 0 0 . 633 .145 ,_ 0 r 0 64 f i- _ 4 .145 0 , 0 6.5 - M14 -- 5 .145 0 0 66 ] 1_ l 1 .145 0 I 0 , 67 I --- -- 2 .145 0 0 I668 - - 3 .145 I 0 0 69 4 .145 0 0 70 5 I .145 1 0 i _ 0 71 1 M15 1 -.107 ' 0 0 _72 I- ; 2 I -.107 0 ! 0 73 ; 3 I -.107 0 0 L74_I j _ 4 -.107 0 0 , 755 -.107 0 0 ' 76 2 1 M 1 1 - -.315 - .051 0 177 ! 2 -.315 .047 I. -.043 - 7$ 3 _.._ -.315 i .042 -.082 794 315 038 117 80 5 -.315 -- .033 -.148 81 2 M2 1 -.328 _ .005 -.148 82 2 -.328 I -.006 i - -.147 83 3 -.328 -.017 -.122 L84� - _ 4 -.328 -.028 ' -.073 J 85 5 -.328 -.039 4__ 0 86 2 M3 1 I' -.089 - I .01 ' 0 87 _.. ... 2 ._ _.-.089 �.-. _.._-..005 - -.007 - ' 88 3 .089- - - 0 -. -.01_ - u 89 4 --.089 -.005 -.007 90 ! I 5 -.089 -.01 0 91 2 M4 1 1 -.328 1 .039 0 92 . ,- 2 - --328 .028 073 93 3 ! -.328 .017 -.122 94___I_--""'"111,1"1"k ,-'411."1„," ,,' I 4 -.328 I .006 - "" -.147 95 ' 5 -.328 -.005 -.148 96 2 M5 T- 1 -.315 I -.033 I _ -.148 1 97 2 -.315 -.038 _ -.117 98 3 i -.315 -.042 _-.082 ----- ------ ---- - 99i 4 -.315 -.047 -.043 _ 1100 C 5 ! - -.315 -.051 ! 0 10.1 . 2 M6 1 .388 -.14 0 1 102 I - -- 1 2 1 .373 . -.098 .135 103 3 .357 -.057 j .223 L104 I - 4 .342 -.015 .264 J 105 5 I__ .326 __ - ___ .026 IL .257 106 1 2 M7 1 1 i : .349 .005 I .257 __I RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 10 •Company July 19, 2019 Designer 9:15 AM I Job Number 6848 Le Brun Remodel Checked By: ` Member Section Forces (By Combination) (Continued) LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 1.07 2 .33 .055 216 -_ 108 T ' �,.. 3 --I .106 .311 -.105"�."`�"`' ° - 11.09 4 _1__ .292 156 -.075 `110 1 - i 5 _ I .273 C .206 I` -.324 , 111 2 M8 1 i .154 -.157 -.324 112 I I 2 I .136 -.11 -.152 ' 113 , 3 .119 -.063 -.041 114 4 1 .101 ; -.016 .01 1 115 - 5 '1. .084 .031 _ 0 1 116 L 2 M9 ! 1 1 .084 j -.031 ( 0 117 2 1 .101 .016 .01 t 118 1 3 I .119 i; .063 L =.041 119 -_ _ 4 .136 .11 -.152 --- j 120 I 5 .154_ .157 I -.324 121 2 M10 I1 .273 -.206 -.324 1122 i 1 _ I -- -2 .292 I -.156 - 075 123 1 3 .311 -.105 .106 24 4_ - 4 33 _ 055 216_ 125 5 i .349 -_ -.005 -- - L .257 ---- ' 126 1 2 I M11 --.1 .326 ' -.026 .257 r 12.7 i - 2 ...__.._.342 � .015 .264 4128 ! J , 129 3 1 .357 .057 .223 4 .373 .098 _135 130 i - -- -- - � 5 .388 --- i ` .14 , 0 131 l 2 - M12 1 . .032 0 132 -- 2 032 S 0 _ 0 133 3 032 0 134I' . . 4 I .032 0 0 , 135 } 5 / 1 0 I 0 ' 136 1 2 r M13 1 382 1 0 0 1 137 2 .382 0 0 p138 ! - - - 3 .382 0 ; 0 1394 .382 - 0 11401 i0 r � - -- -- S `.382 ---- 0 0 141_ 2_ M14 1 .382 0 0 142 I 2 .382 0 1 0 ' 143 3 .382 0 0 144 4 382 - 0 ! 0 145 5 382 _. 0 0 . 146 2 I M15 - 1 .03 0 8 -\ 147 j 2 131 0 f 148 3 -031 I 0 r 0 j 1 1 149 4 .031 0 0 1150 5 p _0 0 �., 151 I 3 - - M1 ' 1 76 __ 034 0 152 2 i- -.276 _03 -.028 r 153 3 -.276 ._026 -.053 154 I ' 4 I, -.276 .021 j =.073 155 , 5 -.276 ,017 - 09 - _.156 1 3 M2 1 -257 ' .058 -.09 157 2 -.257 .024 -.179 158 �- 3 -.257 -- - -.01 -.193 159 . r , ._4 -.257 1 -_044 -.134 160 I 5 -.257 -.078 I 0 161 l 3 I M3 1 i_ -.039 .031 1 0 162 2 -.039 016 -.023 i 1.163 1 3 -.039 0 -.031 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 11 Company July 19, 2019 Designer 9:15 AM Job Number 6848 Le Brun Remodel Checked By. Member Section Forces (By Combination) (Continued) • LC C Member Label Sec Axial[kl Shear[k] Moment[k-ftl 164 1 11 4 - -.039_ I -.016 __ - -.023 165 5 -.039 -.031 ()- - ' 166 f 3 M4 1 -.257 1 .078 0 167 1 1 2 -.257 .044 -.134 168 1 - 3- ' -.257 .01 -.193 169 r 4 -.257 -.024 _ -.179 170 1 5 -.257 i -.058 -.09 171 3 M5 1 1 -.276 ! -.017 -.09 1172 1 f 2 -.276 -.021 -.073 173 3 -.276 -.026 -.053 - - = -.028 174 , I 4 -.276 03 _ i ' 175 5 -.276 -.034 I 0 176 ' 3 M6 1 .344 -.133 ' 0 177 2 .332 -.1 1 .132 178 1 1 3 .319 _.066 LT .226 179 4 .307 -.033 .283 180 i 5 , .294_ - 0 .302 1813 M7 .262 .031 .302 182 i - 2 - -247- - .072 1 .23 183 3 .232 .112 .103 184 1 4 _; .217 .153 ------ - -.08 -- --� 185 5 .202 .193 -.318 186 3 C M8 ( 1 1 .093, -.137 -.318 187 2 .079 -.099 -.166 ._188 .065 � -.062 -.062 -- -_ -_ - 3 __ :_ 189 T,- 4 .051 , -.024 -.007 190i- 5 .037 .014 0 J 191 . 3 M9 1 .037 -.014 0 192 1 2 I .051 .024 _ -.007 193 3 .065 .062 -.062 1944 .079 .099 -.166 1.95 ; 5 .093 .137 I -.318 3 M10 1 I 1 1 .202 I -.193 1 ' -.318 196 197 � 2 .217 -.153 -.079 198 ' [ 3 .232 -.112 .103 J 199 --- 4 .247 -.072 .23 T 200 1 5 .262 _ -.031 C .302 2013 M11 1 _ . 294 . _ _ 0 .302 202 T r 2 .307 .033 .283 203 ; 3 .319 .066 .226 2041 - -.- 4 '.332 .1 .132 5 .344 .133 0 - ', 205 � - L206 1 3 I M12 L 1 1 -=-.045 1 0 0 207 2 -.045 0 0 -208 -L 3 L -.045 - 1 0 0 209 1 1 4 -.045 0 0 - 210 1 5 -.045 0 0 211 3 M13 1 .347 ' ^ 0 _. 0 212 2 .347 1 0 1 0 213 1 3 .3470 0 1214 1 --- 4 ' . .347 .------ 0 --- -- ---.-0 _. ... J 215 5 r +,.347 0 0 X216 3 M14 1 1, .347 , 0 = 0 - 217 r 2 .347 0 0 218 I 3 .347 ' 0------ 4219 4 .347 0 0 220 I I 5 .347 0 1 0 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 12 Company July 19, 2019 Designer 9:15 AMV ' Job Number 6848 Le Brun Remodel Checked By: ( 7 Member Section Forces (By Combination) (Continued) - LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 221 3 M15 - 1 1 -.045. 0 0 222 1 r 2 1 -.045 0 - -- 0 - 223 3 -.045 __ 0 2241 4 -.045 0 0 225 15 ' -.045 ] 0 0 - -- --- Member Section Stresses LC Member Label Sec Axial[ksi] Shear[ksi] Top Bending[ksi] Bot Bending[ksi] 1 1 M1 1 1 -.02 .001 0 0 2 1 2 l -.02 0 1 .01 .01 3 3 -.02 -.001 i- .006 -.006 4 4 _02 _ 002 ` 5 5 -.02 -.004 -.048 .048 6 I 1' M2 - 1 -I._.. -.011 T .024 -.048 ' .048 7 2 -.011 .012 .498 -.498 8 -- - 3 J -_011 1 0 1 .688 -.688 9 4 -.011 -.011 .522 -.522 10 5 -_011 -_, f -.023 l 0 0 11 1 �- M3 _ - 1 .006 4 .011 . 0 0 2 .006 I 12 .005 .112 -.112 I , 13 3 .006 1 0 j .149 -.149 14 - 4 I _006 1 -.005 -11112 ( -.112 15 i 5 .006 -.011 _0 0 M4 1 16 1 1 -.011 f -023 i 0 1 0 17 L 2 -.011 .011 .522 -.522 18 '3 y- =.011 1 - 0 -- .689 -.689 J 1.9 4 -.011 -.012 .498 _ -.498 20 5 -.011 1 -.024 ; -.048 .048 21 1 M5 1 -.02 .003 -.048 .048 j .002 _.013 _.013 22 i � 2 02 i ' I- 23- 3 -.02 0 .006 006_ `24 4 -.02..__. 0 _011 � � 1 ---- -.011 255 -.02 -.002 0 0 - 26 1 I M. 1 1 _.025 J -.018 0 - 0_ 27 ! 2 .025 -.015 -.26 26____ 1: 28 3 1 .024 -.013 -.482 .482 29 4 .024 011 -.666 .666 1 30 5 - .023 00.8 I -.813 .813 J k 31 1- M7 -- 1 .008 .013 -.813 813_: 321 2 .008 .016___--1 -.536 .536_ I 33 - 3 .007 .019 -.203 .203 35 I 5 .005 025 .63 -.63 36 -1 M8 1 t -.003 -.014 I _ .63 r _63 37 2 -.004 -.012 1 .399 -.399 38 - - 3 -.005 .009 .217 - I -.217 1 40 4 -.005 -.006 .084 -.084 � i - I 5 J_ -.006 .003 1 0 I 0 41 1 _ M9 1 .006 .003 0 0 ' 42 -}-- I - -- 2 -.005 i 1 --- 11- .006_ :084 -.084 43 3 005 .009 .217 -.217 ' 44 4 -.004 - .012 .399 1 -.399 45 - - -- _ 5 I _ .003 I .014 ; .63 -.63 46 J 1 I M10 I 1 1 .005 -.025 ! .63 1 -.63 47 2 .006 -.022 .185 -.185 ' 48 r _ 3 1 .007 -.019 1 -.203 ! 203 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 13 Company July 19, 2019 Designer 9:15 AM A ' Job Number 6848 Le Brun Remodel Checked By: 1 l!/ Member Section Stresses (Continued) LC Member Label Sec Axial[ksi] Shear[ksil Top Bending[ksi] Bot Bending[ksi] 49 I 4 .008 -.016 -.536 .536 50 1 1 -'a '' 5 1 .008 -' ! -.013 -I -.813 f------- .813_ 51 1_ M11 __ 023 .008 -.813 .813 52 1 __ 2 I .024 .011 -.666 I .666 53 3 .024 .013 i -.482 .482 �- .025 .015 ' -.26 - _1 54 I � 4 .26 55 5 .025 .018 0 0 56 1 I M12 1 -.02 0 j 0 0 57 2 -.02 0 0 j 0 58 1 3 I'' _-_02 0 0 1 0 4 -.02 0 0 0 60 r- T_ r 5 .02 0 I 0 0 61 1 M13 1 .028 ! 0 0 0 62 2 [ .028 0 0 0 64 4 r .028 ! 0 -0 0 -1 65 5 .028 0 0 0 66 i 1 ! M14 I 1 i- .028 0 0 0 6.7 f2 ,028 1 0 00 0 68 C 3 0 .28 1 69 , 4 i .028 _ ++ 0 0 - - -- 0 I 70 ...I -- 5 1- .028 0 0 -0 0 i 71 1 I M15 2 1 -.02 - - � -- { 0 �- -- -� -.02 0 0 74 1 _ - 4 _L_ --_02 0 ( 0 0 755 - 02 0 0 0 M1 1 1 7• 6 2_, =,06 i .015- ` ' 0 0 72 -.06 r__ 013 _ _ .167 - -.167 78 � i � _3 � -.06_ - ' .012 F; .32 - i -.32 J 79 4 -.06 .011 ! .457 .457_ 80 5 _.06 1 .01 j .579 I .579 8.1 2 M2 1 -_ -.063 .001 .579 .579_ _82 2 -_063 E -.002 ' .575 ( -.575 83 3 -.063 -.005 .477 -.477 84 4 063 1 _ 008 r .285 -285 85. 5 063 -.011 0 0 86 2 M3 1 -.017 .003 - 0 8• 7 2 -.017 .001 .029 -.029 , 1 88 I 3 I-- -_017 0 .039 - -.039 89 4 .017 -.001 .029 -.029 90 5 -.017 -.003 1 0 ! 0 91 2 M4 1 -.063 .011 ! 92 � i 2 L 0 ---- - 0 -.063 1 .008 I .285 -.285 93 3 -.063 .005 1 .477 -.477 94 4 -.063 .002 .575 _- -.575 -- J 9• 5 5 -.063 -.001 .579 -.579 96 1 2 M5 1 -.06 - -.01 .579 -.579 97 2 - .3-19 -.319 9� � I 3 a -.06 -.012 ' 99 4 06 -.013 --167 - -.167 .. 10001 2 M6 5 !1 .074-.06 ( -.04 = 0 0 r 102 2 C .071 -.028 -.528 r .528 103 3 .068 -_ -.016 -.873 .873 C 104 I 4065 -.004 -1.033 1.033 105 L 5 062 .007 -1.008 1.008 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 14 Company July 19, 2019 Designer 9:15 AM ' Job Number 6848 Le Brun Remodel Checked By: ke./ Member Section Stresses (Continued) LC Member Label Sec Axial[ksit_ Shear[ksil Top Bending[ksii Bot Bending[ksi] 106 ; 2 M7 i 1 L .066 _ I .001 _._ -1.008 1 1.008 1.107 2 063 .016 -.848 .848 . 1 108 3 ( .059 1 .03 -.414 1 .414 109 . 4 .056 .045 .292 -.292 110 I 5 i- .052 ! .059 1.271 1 -1.271 _ 111 2 M8 1 .029 -.045 1.271 -1.271 _112 2 .026 1 -.031 i .596 -.596 , 113 ' 3 . .023 -.018 i .16 -.16 I 1144 .019 I _ I _005 -.039 .039 115 5 .016 _ _ .009 0 0 ^1161 2 M9 [ 1 .016 1 -.009 0 0 11 1:18 i 3 .019 f .005 -.039 .039 .018.023 119 I 4 .026 .031 .596 -.596 120 I 5 I - .029 -I .045 1.271 -1.271__ 121 2 M10 1 .052 -.059 1.271 -1.271 122 _2 .056 I -.044 .292 -.292 __ 1 123 1 3 _059 -.03 -.414 .414 124 i _ 4 11 :063 _-- , .016.-- -.848 _-- _ 848 125 5 .066 -.001 1 -1.008 1.008 126 I 2 M11 1 I .062 i .007_ -1.008 ---1.008 127 2 .065 _ .004 I -1.033 1.033__ 128 L - I _ 3 .068 .016 ' -.873 .873 129 4 .071 .028 -.528 .528 1 130 ; 5 j .074 _ _,04 0 0 131_1 2 M12 1 .006 0 0 0 132 r - 2 L .006 0 0 { 0 133 _ _ 3 .006 0 i 0 - 0 134 I 4 .006 0 I 0 j 0 135 5 .006 0 0 0 136 1 2_ [ M13 1 .073 I 0 0 0 137 2 .073 0 0 - 0 138 ' 3 .073 1 139 4 .073 0 0 0 140 5 .073 0 0 0 141 2 M14 1 .073 2 f 073 - 0 00 • 142 - 143 3 .073 0 0 __i 0 144 4 .073 0 0 0 145 5 II .073 00 0 _146 12 - M15 _ - -1 f - .006 1 0 0 0 1.47 2 .006 r 3 .006 0 148 , 0 0 149 , 4 .006 0 1, 150 L - 1 5 C .006 j 0 1 0 , '111-1- O. 151 3 M1 1 -.053 .01 0 0 152 j ' 2 =.053 .009 1 -- .111 -.111 154 1 3 -.053 .006 .286 -.206 J 154 ___ _ i '4 � -.053 _ r .006.... -.28 .287 � 155 5 -.053 .005 .353 -.353 156 ' 3 M2 1 -.049 .016 .353 -.353 . 157 2 -.049 .007 .701 .701 158 T 3 -.049 r -.002 .758 -.758 159 . - 4 -.049 -.013 .524 -.524 _1 1601 5 -.049 -.022 I 0 I 0 161 1 3 M3 T. 1 -.007 .009 1 0 0 162 I 1 2 i - -.007 I .004__ _ 1 .091 ..091 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 15 Company July 19, 2019 Designer 9:15 AM ' Job Number 6848 Le Brun Remodel Checked By: t v Member Section Stresses (Continued) ' , LC Member Label Sec Axial[ksil Shear[ksi] Top Bending[ksi] Bot Bending[ksi] r 1633 -.007 0 .121 -.121 164 i .__4 -.007 -.004 _091 -.091 - i 165 , 5 -.007 -.009 00 166i 3 I M4 1 _i-._ .049 .022 _0 f 0 I 167 1 2 .049 .013 .524 -.524 168 _ l 3 1 .049 .003 .758__- -.758 1 1.69 I 4 -.049 007. L .701 -.701 [1701 L_ i 5 --049 -,016 I < .353 -.353 171 i 3 M5 1 .053 -.005 .353 -- -.353 - 172 _ _ 2 .053 ( -_006 .287 1 -.287 173 3 -.053 -.007 .206 -.206 174 4 -.053 -_009 .111 -_111 175 __- } 053 038 0 - _1761 3 M6 1 f 066 l 177 2 .063 -.028 -.517 ! .517 178 r 1 3 _061 _019 -886 .886 _ 179 , 4 I_ .058 -.01 -1.108 1.108 180 I - - 5 t __056 ---0 i -1.182 1182' 1.81 1 3 M7 1 :_-- .05 .009 i -1.182 1 1.182 182 I f- 2 ..047 1 .021 ' 1 ` -.903 .903 183 r. 3 .044 , .032 -.405 : .405 184 4 041 .044 I .312 -.312 185 5 .038 .055 1.246 -1.246 ^1_86 1 3 f _ M8 1 1 _.018 -.039 1.246 1 -1.246 187 2 .015 -.028 .649 -.649 188 F 3- r .012 -.018 .242 -.242 189 4 .01 -.007 .026 -.026 190 I _ -L 5 - .007 .004_ 191 r 3 M9 1 .007 -.004 0 0 J 192 , ' 2 i _01 .007 .026-- -.026 . 193 . 3 .012 .018 .242 -.242 1944 I :015 .028 l ' :649 _.-- _649 195 , 5 ; .018 .039 1.246 -1.246 _196 ' 3_ 1 M10 I 1 [ .038 .055 1.246 1 1,246 197 2 .041 -.044 .311 -.311 ' 198 _ _3 r .044 -.032 -.405 .405 j_199 t 4 .0.47 -.021 .903 ,903 200 - _ 5 .05 1 -.009 -1.182 1.182 201 3 M11 1 .0560 -1.182 1.182 202 2 .058 � i - _ , �_ �_ - ---.01- -1_108--- r- 1.108 .� � 2.03 3 .061 .019 -.886 .886 - 204 i 4 IrL .063 .028 -.517 .517_ i 205 5 --- .066 .038__ i 0 0 206 3 I M12 1 _-L_ -.009 i 0 1 0 ( 0 , 207 2 -.009 0 0 0 .. �I 208 1 Yom--- 3 I -.009 -'-L �-_-. 0 0 -- 0 209 4 -.009 0 r 0 ` 0 210 I ( 1 5 I - -.009 F 0 0 0 X211 3-_ M13 1 .066 0 0 0 2121 ( 2 l .066 1 _ 0 I 0 T 0 2.133 .066 0 0 ____I214 Ir r 4 .066 _- 5 .066 00 0 2116 I 3 _M 14 I -_1 L_ .066 i - 0 0 r 0 218 ( 3 1 .066 I 0 . 0 1 0 121.99 i L 4 -L .066 0 0- ' 0 RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2d] Page 16 Company July 19, 2019 Designer 9:15 AM Job Number 6848 Le Brun Remodel Checked By: Member Section Stresses (Continued) LC Member Label Sec Axial[ksi] Shear[ksil Top Bendinq[ksil Bot Bendinq[ksi] ._220 1 1 5 1 _ .066 1 0 1 0 1 0 -I - 221 3 M15__ 1 -.009 0 __ 0 0 ' 222 ; 2 i -.009 1 0 1 0 ' 0 -I 223 3 -.009 0 0 0_-- 224 1 + 4 : -.009 0 i 0 1 0 J 2.25 5 -,009 0 0 0 Member Wood Code Ch•cks v Combination) LC Member Shape C Max c[ftj Shear.. Loc ft Fc'ksi Ft'[ksi] Fb'[ksi] Fv'[ksi] RB CL CP Eqn 1 1 M1 2X4 .047 56 .254 05] 1.503. 1.013 1.725 .095 4.32 1 _; .871 3.9-1 ' 2 1 1 ; M2 � 2X4 .410 �4;.4 � ' 1.013 ; 1.725 .095 1 4.32 j 1 .33 1 M3 2X4 .087 2 .114 0 1.416 1.013 1.725 .095 4.32 1 .8221 1 3.9-3 4 , 1 M4 L 2X4 .410 284_ .254 1 8.75 .521 1 1.013 1 1.725 _095 4.32_L_ 1 __302L3.9-1 5 1 M5 2X4 .047 0 , .037 0 1.503 1.013 , 1.725 .095 4.32 1 .871 3.9-1 9-3 7 11 r M7 .474 �` 5381.183 I1 022 1.07101.013 ' 1.725 _ .095 9.203 _ 1 .621 3.9-3 li 6 1� M6__. � 2X4755_ 2X4i_ .152 �, 1 1.013 1.725 .095 10.153 1 1 8 1 1 M8 2X4 .368 00 I 1.158 ' 1.013 1 1.725 0951 4.32� 1 1 .671 3.9-1 9 1 1 M9 2X4 .368 .158, .152 ,5.158 1.158 1.013 1.725 .095 4.32 1 .671 3.9-1 H10 1 1 1 M10_ 2X4 .474 _,', 522 _,263 1 0 ; 1.071 11.1.013 1 1.725 1 .095 10.1531 1 ;___621 1 3.9-3 11 1 , M11 2X4 .477 0 .189 .4.538._1.303 1.013 , 1.725 .095 9.203 1 .755 3.9-3 112 1 1 1 M12 2X4 1 .020 1' 0 .000 0 1 1.396 1 1.013 11.725 .095i5.729 1 .809 1'3.9-1 13 j 1 I M 13 2X4 .0 0 , .000 0 .369 1.013 1.725 .095 9.19 1 .214 , 3.6.3 1 M15 2X4 021 0 .000 0 1 396 � L.725 .095 9.19 � 1 � .214 ; 3.6.3 14 1 1 M14 2X4 1 1.013 15 ' 1.013 1.725 .095 5.729 1 .809 3.9-1 16 1 2 1 M1 2X4 .343 . 5 ! .133 I 0 1.68 1.164 ; 1.984 ! .109 1 4.32 1_ 847 3.9-11 , 17 2 M2 2X4 .351 `.003; .101 8.75 7 .528 ', 1.164 1.984 .109 . 4.32 1 . .266 ; 3.9-1 _18 12L M3 2X4 .034 l 2 . .026 4 1.561 ! 1.164_ 1.984 .109 4.32 1 .787 3.9-1 1.9 .2 , M4 2X4 .350 '.747, .101 0 .528 1.164 1.984 .109 4.32 1 .266 3.9-1 I 2X4 .343 !' 0 .133 13 5 1 1.68 1 1.164 � 1.984 .109 4.32 1 .847 3.9-1 20 l2 i M5 [ i 21 2 i_ M6 2X4 .545 829 .365 0 1.411 1.164 1.984 .109 9.203 1 .711 3.9-3 22 2X4 .653 022, .411 15 022 11.23 1: 1.164. 1.984 .109 4.32 1 .62 3.9-3 2 1 M7 1 2X4 .667 ,. 11.984 109 4.32 1 1 .568 13.9-3 23 2 M8 �' 1 24 i2 1 M9 _J_ 2X4 .653 1"!.158 .411 15.1581 :1.23 l 1.164 1 1.984 _109 1 4.32 1 1 .62 1 3.9-3_J 25 2 M10 2X4 .667 ' .539 0 1.127 1.164' 1.984 .109 4.32 .568 3.9-3 .__ 0 � 1 T 26 12 ! M11 1 2X4 .545 .709 ' .365 14.538 1.411 I 1.1641 1.984 .109 1 9.203 1 1 1.711 3.9-3 27 '27 , 2 2 I M12 2X4 .004 0 .000 0 1.534 . 1.164 1.984 .109 5.729 1 .773 3.6.3 M13 2X4 •.. 1 0 .000 1 0 1 .372 11 1.164 _1 984,. .109_1 9.19H! 1_ .__188 i 3.6.3 29 2 M14 2X4 .196 0 .000 0 .372 1 164 1.984 .109 9.19 1 .188 3.6.3 = 1 30 12 1 _ M15 2X4 .114 1. 0 .000 1 0 1.534 1 1 164 j 1.984 .109 ! 5.729 , 1 ! .773!3.6.3 T-31 3 M1 2X4 .256 3.5 , .104 0 1.503 _1 013 , 1.725 .095 4.32 1 .871 3.9-1 1 32 1 3 M2 ' I 2X4 .495 11..7371 .235 1.8.75 1 .521 1 1.013_1.1.725 .095 1 4.32 1 1 I .302 3.9-1 1.013 1.725 1 .302 3.9-1 34 13 � M4 � 2X4 .495 1' 0131 .235 [. 0 j- .52 1.416 I � 1.725 .095 4.32 '_ 2 .093 11.013 - � .095 1 4.32 i 1 35 3 M5 ! 2X4 .256 0 .104 3.511 1.013 1.725 .095 4.32 1 .871 3_9-1 1 36 13 T' M6 2X4 ; 1.503 11.013 1.725 1 .095 1 9.203 1__1_ L_755 13_9-3_J .706 I r.538 .400 0 37 3 M7 2X4 : .744 522 .580 5.522 1.071 1.013 1 1.725 .095 4.32 1 .621 3.9-3 ' 38 1 3 1 M8 2X4 .731 0 1 .412 ! 0 ' 1.158 ' 1.013 L1.725 1 .095-_.x 4.32 1 .671 13;9-3 39 3 M9 . 2X4 .731 " 58 1.158 , 1.013 1.725 .095 4.32 , 1 .671 3.9-3 40 1 3 1 M10 2X4 , .744 1 , 0 .580 5 58 01 071 1_1_013 11/25 .095 ! 4.32 1 I ,621 ! 3.9-3J 41 3 ; M11 2X4 .706 0 1 .400 4.538'.1_.303 1.013 1.725 .095 9.203 14 .755 3.9-3 1 42 13 1 M12 2X4 .008 0 .000 0 1.396 1 1.013 1 1.725 .095 ' 5.729 1 1 .809 ; 3.9-1 43 3M13 2X4 . ti0 .000 0 .369 1.013 1.725 .095 9.19 1 i .214 3.6.3 144 1 31 M14 2X4 .179 I0 0 1 .369 1 1.013 1 1.725 1 5.7 9 I 1 .214 14 3.6.3 45 3 M15 2X4 . 0. 0 , .000 0 1.396 .095 1.013 � 1.725 3.9-1 '' (------) RISA-2D Version 7.0.0.6 [C:\RISA2\le brun roof 1.r2T Page 17 ,e-1,40 (4 4.1,) „._, - 1 Le Brun Remodel July 19, 2019 at 9:16 AM 6848 ; le brun roof 1.r2d (off ' (,2,� r R(( 9 _L i_ R -2( k)eU J rz, L = 9.5& t (q 6 + 1 rI .L (AJ (60,,t b o 4- ) ` � ---- 1 a, — 14,6 0 rLE2 (.... ehe-__ t✓lt-( 0 b� cc cl - Ac-v*- Go t r) : ( uc3)(M3( v14.) AM( aX( l = --P-1,-.7 31 it 78 * (306 lc c 4-2-0“01e_ it. = 1OS2it NGds �D'n � 1082 C14 g6'1 ) ei 1 t .1, I, If t --- G fLc, (4x5) 'Ift1oq 0 , 109 (°1 (01 to► (A) = 87 P (822220 Z__,.. 4 x (0 OF t 2.. L. ftr ,,,, ,,, a'- `a, y�r7 r A 9381 1 6...... ce,,, K.... , ...__ \ ---v.,:RE,,,,, ,,,,,/ i __-_,L17 ,... b ( i; R -Zz- BEAM SPAN = 9 . 560001 FT. V NEW HEADER (LE BRUN) LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 285 PLF. LOAD CASE : 1 V SAWN BEAM USED: FB= 1000 PSI . FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 1135 M = 3256 D = 33 . 5 /Ix REACTION (LEFT) = 1362 . 3 LBS . BEARING AREA REQ 'D = 2 . 17968 IN2 . REACTION (RIGHT) = 1362 . 3 LBS . BEARING AREA REQ 'D = 2 . 17968 IN2 . SX = 39 . 072 IN3 . AV (MIN) = 9 . 458333 IN2 . MINIMUM BEAM SIZE = 3 . 5 X 7 . 25 (4-Kb) lif MAX. DEFLECTION = . 3014005 INCHES = L/ 380 . 6231 A(PROVIDED) = 25 . 375 IN2 . SX (PROVIDED) = 30 . 66146 IN3 . D. F. = 1 . 057587 IX (PROVIDED) = 111 . 1478 IN4 . BRG LENGTH REQD (LEFT) = . 6227658 IN. BRG LENGTH REQD (RIGHT) = . 6227658 IN. fb = 1274 . 303 psi . ? ( 170 <± 9 70 60° c- D PI ' ,p is-v:_i_ 7/ 9381 OREGON 7 OVCt; f�� O -'- BEAM SPAN = 9 . 560001 FT. NEW HEADER (LE BRUN) LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 285 PLF. LOAD CASE : 1 SAWN BEAM USED: FB= 1000 PSI . FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 1135 M = 3256 D = 33 . 47 /Ix REACTION (LEFT) = 1362 . 3 LBS . BEARING AREA REQ 'D = 2 . 17968 IN2 . REACTION (RIGHT) = 1362 . 3 LBS . BEARING AREA REQ 'D = 2 . 17968 IN2 . SX = 39 . 072 IN3 . AV (MIN) = 9 . 458333 IN2 . MINIMUM BEAM SIZE = 3 . 5 X 9 .25 C4Ex (0) MAX. DEFLECTION = . 1449919 INCHES = L/ 791 . 2166 A(PROVIDED) = 32 . 375 IN2 . SX (PROVIDED) = 49 . 91146 IN3 . D . F. = 1 . 029343 IX (PROVIDED) = 230 . 8405 IN4 . BRG LENGTH REQD (LEFT) = . 6227658 IN. BRG LENGTH REQD (RIGHT) = . 6227658 IN. fb = 782 . 8263 psi . �1, ,uCT;) 9381 j- OREGON BEAM SPAN = 9 . 560001 FT. NEW HEADER (ACTUAL) LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 87 PLF. LOAD CASE 2 POINT LOAD AT ANY POINT LOAD = 1082 LBS . A = 1 . 33 FT. FROM LEFT SUPPORT. LOAD CASE 3 POINT LOAD AT ANY POINT LOAD = 1082 LBS . A = 5 . 33 FT. FROM LEFT SUPPORT. LOAD CASE 4 POINT LOAD AT ANY POINT LOAD = 1082 LBS . A = 9 . 33 FT. FROM LEFT SUPPORT. LOAD CASE : 1 LOAD CASE: 2 LOAD CASE : 3 LOAD CASE : 4 SAWN BEAM USED : FB= 1000 PSI . FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 1783 M = 4126 D = 41 . 2 /Ix REACTION (LEFT) = 1852 . 113 LBS . BEARING AREA REQ 'D = 2 . 963381 IN2 . REACTION (RIGHT) = 2225 . 607 LBS . BEARING AREA REQ 'D = 3 . 560971 IN2 . SX = 49 . 512 IN3 . AV (MIN) = 14 . 85833 IN2 . MINIMUM BEAM SIZE = 3 . 5 X 9 . 25 ( 4o -) MAX. DEFLECTION = . 1784782 INCHES = L/ 642 . 7675 A (PROVIDED) = 32 . 375 IN2 . SX (PROVIDED) = 49 . 91146 IN3 . D. F. = 1 . 029343 IX (PROVIDED) = 230 . 8405 IN4 . BRG LENGTH REQD (LEFT) = . 8466803 IN. BRG LENGTH REQD (RIGHT) = 1 . 01742 IN. fb = 991 . 9966 psi . ift • 9381 ' % OREGON, EGO:.LvUI� '.-._`•--- y 2 �� `_° BEAM SPAN = 9 . 560001 FT. NEW HEADER (ACTUAL W/ HELP) LOAD CASE 1 UNIFORM LOAD ON FULL SPAN LOAD = 87 PLF. LOAD CASE 2 POINT LOAD AT ANY POINT LOAD = 1082 LBS . A = 1 . 33 FT. FROM LEFT SUPPORT. LOAD CASE 3 POINT LOAD AT ANY POINT LOAD = 1082 LBS . A = 5 . 33 FT. FROM LEFT SUPPORT. LOAD CASE 4 POINT LOAD AT ANY POINT LOAD = 1082 LBS . A = 9 . 33 FT. FROM LEFT SUPPORT. . LOAD CASE: 1 LOAD CASE : 2 LOAD CASE : 3 LOAD CASE : 4 SAWN BEAM USED : FB= 1000 PSI . FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 1783 M = 4126 D = 41 . 2 /Ix REACTION (LEFT) = 1852 . 113 LBS . BEARING AREA REQ 'D = 2 . 963381 IN2 . REACTION (RIGHT) = 2225 . 607 LBS . BEARING AREA REQ 'D = 3 . 560971 IN2 . e'n7 -7o;® it SX = 49 . 512 IN3 . ii>e3®, = (Z.V3 AV (MIN) = 14 . 85833 IN2 . MINIMUM BEAM SIZE = 5+` X 7 . 25I\ . 25` l l x ± 2-- 8> MAX. DEFLECTION = . 2594744 INCHES = L/ 442 . 1246 V- A(PROVIDED) A(PROVIDED) = 36 . 25 IN2 . )(A apt. SX (PROVIDED) = 43 . 80208 IN3 . D. F. = 1 . 057587 IX (PROVIDED) = 158 . 7826 IN4 . BRG LENGTH REQD (LEFT) = . 5926763 IN. BRG LENGTH REQD (RIGHT) = . 7121941 IN. fb = 1130 . 357 psi . 'S F t f T U r �O e- ( 1 70 rPR isj yy�� (O O (±' ,5-70)0, — �8 I 9381 '- OREGON ."--,i' ' a \ , 1 L . /1\r'-)=ani V.__...,, I. ?E6 =`-7 y -C : .S .(1,(1-1-5 (3 -1-5/114 •ap9 1 (wa®.a oM ) .4--) e'r 1:1"92 C /)Z.- i 7 7 0—Ce °-9 h c i-ih (VA2zei\) L .,I ,121,� (a i 1 -) J 82-5\ (7,--Y2) (---&8 -)C .i7) ---:- )( i'l ‘ 1, -10 o 4 -- oaM1• V1O c11Q (q 0 h sw2 ) )9 I asi�js --171.)lw o09 -7 . ( I - D-3 ) (210 ) ° I) -7- --20:41! "--e1 4..0 '9 @ : 5 7021-3 (-1N09 1 _j7L(1 ((1._ ia, D - I cc-tri -i -2x + Q 4"g " oto Install new 2x4 studs under each rafter at 16" olc. DF-L "Stud". Existing 4x8 DF-L No.2 New 2x8 "sister" DF-L No.2 j ' Existing Simpson ® f6L50" angle, f , as shown. I / iY 16d com nails ¢t a' at 8" o/c (stag- 4x4' gered) \ t'(r� G \i 1 ' , ' a , ..1 E , 4,- ( . • a _ J Add Simpson "L50" i - Existing Simpson "H2.5A" angles BOTH sides, inverted hurricane tie at typical. Fully nailed. each 2x4 ceiling joist. 1 Nail 2x4-to-2x4 w/ (3) 16d com nails. ,-,---,-,--,--, Typical. '- l£ .. Le O'rc4i-vi, Note: Provide SOLID BLOCKING or posts below new attic header and the concrete foundation below. _ A ------4 r——---- -- 1 1 1 II I II 1 XFJ = Existing Floor Joists 2x10 at 16" o/c. 1 1 I ly'r I 1 1 1 I i I LIZAli t, /"...- X1 H, I 1 IH I 1 i 1 I 1 1 New header: 4x8 DF-L No.2 I Provide P.T. 4x6 11 i • btwn joists, as shown. I' I I I"spreader block', i 1 -- , — --1 under new 4x4 post. 1 3 11 C I I 1 4 I 1 I 1 \ 1 i 1 .4 1,, i \ 4 U 4 I I i ' 1 / I 1 A f-A $ I I— ' 7 i i 1 11 4 ii 1 \ , ,3 i ! I ...4 , I I / . i , / ' 1 \ / i 1 1 \ I I1 1 , t ; f i 1 i Provide 4x4 posts 1 1 I under each end, on 1 existing concrete stem \ i I 21 / wail and footing. I \ 1 i . I / \ 1 i \ 1 . 74 \I 1 i i I I 1 1 Cra41.4 t.,- I 1 I i TIJI (I r { , 1 i e _ _, Partial MAIN FLOOR --;-,-17-:-Tils--- .4.-- -::-'------ 1 "'I - FRAIVI1NG PLAN : -', 5381 \• __I ,------‘ LCC'i jr----1 ,,/ j \ -" , '',filLi-,:‘,-., •,;-..'-'," Le'r ctL Note: Provide SOLID BLOCKING or posts below new attic header and the concrete foundation below. . ( II 1 ( I ! XFJ = Existing Floor Joists 2x10 at 16" o/c. 14' I C.-12, fz U L- I 1113 a i 'xi I I 1 New h•ader: 4x8 DF-L No.2 Provide P.T. 4x6 I I I btwn oists, as shown. "spreader block" ' under new 4x4 post. - I � 07 liirmr 4 4 { 1 a.14.0 1 2226 ( I 1111100.71 6 i ifs rI -- -f { 1I ; ( .9(2, — r I (HIr II Provide 4x4 posts 0 under each end, on texisting concrete stem \ I wall and footing. \ ---1 ,, , 1 , (ii . a i IL I j I4 Partial MAIN FLOODcTu 4 FRAMING PLA � � I ( � � pli 9351 BEAM SPAN = 4 FT. NEW MAIN FLR HDR LOAD CASE 1 POINT LOAD AT ANY POINT LOAD = 2225 LBS . A = 2 FT. FROM LEFT SUPPORT. LOAD CASE : 1 SAWN BEAM USED : FB= 1000 PSI . FV= 180 PSI . FC PERP = 625 PSI . E= 1600000 PSI . MAXIMUM SHEARS, MOMENTS, AND DEFLECTIONS : V = 1113 M = 2225 D = 3 . 2 /Ix REACTION (LEFT) = 1112 . 5 LBS . BEARING AREA REQ 'D = 1 . 78 IN2 . REACTION (RIGHT) = 1112 . 5 LBS . BEARING AREA REQ 'D = 1 . 78 IN2 . SX = 26 . 7 IN3 . AV (MIN) = 9 . 274999 IN2 . MINIMUM BEAM SIZE = 3 . 5 X 7 . 25 (/ 4-x S) MAX. DEFLECTION = . 0287905 INCHES = L/ 1667 . 217 A(PROVIDED) = 25 . 375 IN2 . SX (PROVIDED) = 30 . 66146 IN3 . D. F. = 1 . 057587 IX (PROVIDED) = 111 . 1478 IN4 . BRG LENGTH REQD (LEFT) = . 5085715 IN. BRG LENGTH REQD (RIGHT) = . 5085715 IN. fb = 870 . 8001 psi . i /v- 9381 ' fir _ 71Lel lC 4 L\ 5 -5 L Note: Provide SOLID BLOCKING or poses below new attic header and the concrete foundation below. (--- New 4x4 post. 1 P P` 1 Simpson "TP37" tie plate w/ (3) 8d 7 nails into each member. Provide P.T. 4x6 "spreader block" --� - —_ under new 4x4 post. k — -- fe4,,-'-- Existing 3" (min) �" ` - - - - _ concrete slab-on-grade. 3 / / Z / ZZ / ..,/ ,/ 7 ,/ I [i( ‘'S c '( If l 52I3fz21 a f 1 `/ I' I 1 , 1 ___,.. i.„.._ 1 1 . i it- 4). 43 .----,-r.:777---- <-_.„---1------- ---7 1b52_, A (c5 s L24. - ( ? � . t 0� i -� ( )C ik ) y-- 1 Z., L. ,rte z� :- 1 g. \- M rt, LC. 10 1W.:� C _ �� t _ }�/ t1. _�,-)�