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011-13H-- 60 +02- . • t -?7-"" I 151°2 sck) 50446 C* , • 't A a RECEIVED OCT 2 1 2019 PO BOX 1965 Estacada Oregon 97023 CITY OF TIGARD BUILDING DIVISION yron to4,,ipira ;02m2A° P8'9 „). - ' VERTICAL ANALYSISOFFICE COPY - t s'arCT NAME: „. . . Crri1CT rt - — 0 0 ,et‘ -•— , _ _ _ "```°"-f' - U C t —VI ICI L VERTICAL l L..CAP TAF3ULATION SEAN B 'AM 61 '/AN IN[E31.17'ARy 1, N0/h' PJ P. POINT !REACTION BEAN! 91Z L.ErrER LOCATION (L.) ROOF FLOQR !GALL. LOCATION 1 /O I C� /' � C. ' ° Vitx 12 - '�"! ' aXe i ;� r 15-,5-�"" i 0 L "' 0 :, c 3909 it dc} 7 J.t P' l a x =tee / i VAL.UES LcAL29 PIACtRAMS a..b. = 24P-v4 ITEM L.t,. al_ TOtAL F' 'OINT L.©Ab UNIPORM LC'Ar) 6X = OF 02 cor .R00P 25 15 4r -„(N 4X a OF 42 �`i1.1r'('W ' :_... 25 25 50 1 1..dAT1ON '� f'LF. 1 'AF ALLAH: 2.0 1-5_L.. GAP.f r�rf s0 W v 50 �V 1 WALLS X Hat., O W� 10 10 x Pot 4, d A .+ c;)Eci< 40 20 " 6 rL.� _ ' r1.,> gr :: tz Ry BearnChek v2016 licensed to:zed design Reg#7756-66222 SEINE ST DECK DECK JOIST A Date: 10/14119 Selection PT 2x 12 DF-L#2©16 in oc Lu=0.0 Ft Conditions NDS 2012, Repetitive Use, Incised Min Bearing Area R1=0.9 in2 R2=0.9 in2 (1.5) DL Deft= 0.38 in Data Beam Span 14.0 ft Beam Wt per ft 0# Reaction 1 TL 560# Reaction 2 IL 560# Sm Wt included 0# Maximum V 560# Max Moment 1960'# Max V(Reduced) 485# TL Max Defl LI 360 TL Actual Defi L/439 Attributes Section(in3) Shear(in2) TL Defl(in) Actual ' 31.64 16.88 0_38 Critical 28.41 5.05 0.47 Status I OK OK OK Ratio 90% 30% 82% Fb(psi) Fv(psi) E(psi x mil) Fol.(psi) Values I Reference Values 900 180 1.6 625 Adjusted Values 828 144 1.5 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL 80 =A Uniform Load A R1 = 560 R2=560 SPAN= 14 1-1 Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2016 licensed to:zed design Reg#7756-68222 SEINE ST DECK DECK BEAM B Date: 10/14/19 Selection PT 6x 12 DF-L#2 Lu 0,0 Ft Conditions NDS 2012, Incised Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5)DL Defl= 0.24 in Data Beam Span 10.5 ft Beam Wt per ft 15.37# Reaction 1 TL 2601 # Reaction 2 TL 2601 # Brn Wt Included 161 # Maximum V 2601 # Max Moment 6827 It Max V(Reduced) 2126# TL Max Defl L/360 TL Actual Deft L/535 Attributes Section(in3) Shear(in2) IL Defl(in) Actual 121_23 63.25 0.24 Critical 1 117.03 23.45 0.35 Status OK OK OK Ratio 97% 37% 67% Fb(psi) Fv(psi) E (psi x mil) Fc_I(psi) Values I Reference Values 875 170 1.3 625 I Adjusted Values 700 136 1.2 625 Adjustments I CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 ft Loads Uniform TL: 480 =A Uniform Load A R1 =2601 R2=2601 SPAN= 10.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2016 licensed to:zed design Reg#7756-68222 SEINE ST DECK ROOF BEAM C Date: 10/16/19 Selection 6x 12 DF-L#2 Lu=0.0 Ft Lu @OH= 1.5 Ft 1 Conditions NOS 2012, Overhang Min Bearing Area R1=2.6 in2 R2=32 in2 (1.5)DL Deft= 0.33 in. Data Beam Span 14.0 ft Beam Wt per ft 15.37# Reaction 1 TL 1629# Reaction 2 TL 2020# Bm Wt Included 238# Maximum V 1667# Overhang Length 1.5 ft Max Moment 5629 If Max V(Reduced) 1441 # Total Beam Length 15.5 ft TL Max Defi L/180 TL Actual Deft L/514 OH IL Actual Defl LI 316 Attributes Section (ire) Shear(in2) TL Deli(in) OH IL Defl Actual ; 121.23 63.25 0.33 -0.11 Critical 1 77.25 12.71 0.93 020 Status OK OK OK OK Ratio 64% 20% 35% 57% Fb(psi) Fv(psi) E(psi x mil) FcI(psi) Values Reference Values 875 170 1.3 625 I 1 Adjusted Values 874 170 1.3 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A i Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Cl Stability @ OH 0.9993 Rb=3.02 Le=2_00 Ft Loads Uniform TL: 220 =A (Uniform Ld on Backspan) Par Unif TL Start End 1 1 K=220 (OH) 0 1.5 Uniform Load A l K /\ /\ R1 = 1629 R2=2020 BACKSPAN= 14 FT OH=1.5 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. =MOM BeamChek v2016 licensed to:zed design Reg#7756-68222 SEINE ST DECK LOWER DECK D Date: 10/14/19 Selection PT 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012, Incised Min Bearing Area R1=1.3 in2 R2=1.3 in2 (1.5)DL Deft= 0.05 in Data Beam Span 4.0 ft Beam Wt per ft 4.68# Reaction 1 TL 789# Reaction 2 TL 789# Bm Wt Included 19# Maximum V 789# Max Moment 789'# Max V(Reduced) 608# TL Max Defl L/360 TL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Deli(in) Actual 17.65 19.25 0.05 Critical 10.12 6.34 0.13 Status OK OK OK Ratio 57% 33% 35% Fb(psi) Fv(psi) E(psi x mil) (psi) Values I Reference Values 900 180 1.6 625 Adjusted Values 936 144 1.5 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Ci Incised 0.80 0.80 0,95 1.00 CI Stability 1.0000 Rb=000 Le=0.00 Ft Loads Uniform TL: 390 =A Uniform Load A R1 =789 R2=789 SPAN=4 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2016 licensed to:zed design Reg#7756-68222 SEINE ST DECK LOWER JOISTS E Date: 10/14/19 Selection PT 2x 12 DF-L#2 @ 16 in oc Lu=0.0 Ft Conditions NDS 2012, Repetitive Use, incised Min Bearing Area R1=0.8 in2 R2=0.8 in2 (1.5)DL Defl= 0.28 in Data Beam Span 13.0 ft Beam Wt per ft 0# Reaction 1 IL 520# Reaction 2 IL 520# Bm Wt included 0# Maximum V 520 Max Moment 1690 W Max V(Reduced) 445# TL Max Deft L/360 TL Actual Deft L/548 Attributes Section (ins) Shear(in2) TL Deft(in) Actual 31.64 16.88 0.28 Critical 24.49 4.64 0.43 Status OK OK OK Ratio 77% 27% 66% Fb(psi) Fv(psi) E(psi x Fel.(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 828 144 1.5 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform IL: 80 =A Uniform Load A R1 =520 R2=520 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2016 licensed to:zed design Reg#7756-68222 SEINE ST DECK RIDGE BEAM G Date: 10/16/19 Selection 6x 14 DF-L#2 Lu=0.0 Ft Lu @OH= 1.5 Ft Conditions NDS 2012, Overhang Min Bearing Area R1=4.8 in2 R2=6.0 in2 (1.5)DL Defl= 0.38 in. Data Beam Span 14.0 ft Beam Wt per ft 18.04# Reaction 1 TL 3031 # Reaction 2 TL 3759# ! Bm Wt Included 280# Maximum V 3101 # Overhang Length 1.5 ft Max Moment 10480'# Max V(Reduced) 2609# Total Beam Length 15.5 ft TL Max Defl L/180 TL Actual Dell Li 447 OH TL Actual Dell L/274 1 Attributes Section(in3) Shear(in2) TL Defl(in) OH TL Dell Actual 1 167.06 74.25 0.38 -0.13 Critical 146.33 23.02 0.93 0.20 Status OK OK OK OK Ratio 88% 31% 40% 66% Fb(psi) Fv(psi) E(psi x mil) Fc.....(psi) Values Reference Values 875 170 13 625 Adjusted Values 859 170 1.3 625 Adjustments CF Size Factor 0.983 Cd Duration 1.00 '1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Gm Wet Use 1.00 1.00 1.00 1.00 iCl Stability 1 0000 Rb=0.00 Le=0.00 Ft 1 CI Stability @ OH 0.9992 Rb=3.27 Le=2.00 Ft Loads Uniform TL: 420 =.A (Uniform Ld on Backspan) Par Unif TL Start End K=420 (OH) 0 1.5 Uniform Load A K . ...- /\ R1 =3031 R2 =3759 BACKSPAN = 14 FT OH= 1$FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. BeamChek v2016 licensed to:zed design Reg#7756-68222 SEINE ST DECK FRONT BEAM y Date: 10/16/19 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.1 int R2=3:1 in2 (1.5)DL Defl= 0.92 in Recom Camber=1.38 in Data I Beam Span 18.0 ft Beam Wt per ft 14.94# Reaction 1 TL 2014# Reaction 2 TL 2014# Bm Wt Included 269# Maximum V 2014# Max Moment 17521'# Max V(Reduced) 1999# TL Max Defl L t 180 TL Actual Defl L/234 Attributes Section(in3) Shear(ire) TL Defl(in) Actual 123.00 61.50 0.92 Critical 87.60 12.49 1.20 Status OK OK OK Ratio 71% 20% 77% Fb(psi) Fv(psi) E(psi x mil) Fc I {psi) Values Reference Valu.es 2400 240 1.8 650 Adjusted Values 2400 240 18 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point TL Distance B=3759 9.0 Pt loads: (g'; R1 =2014 R2=2014 SPAN= 18 FT Uniform and partial uniform loads are lbs per lineal ft. • BeamChek v2016 licensed to zed design Peg#7756-68222 SEINE ST DECK RAFTERS J Date: 10/16/19 Selection 2x 8 DF-L#2 @ 24 in oc Lu=0.0 Ft Conditions NDS 2012,Repetitive Use Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5) DL Deft= 0.43 in Data Beam Span 10.5 ft Beam Wt per ft 0# Reaction 1 TL 420# Reaction 2 TL 420# Bm Wt Included 0# Maximum V 420# Max Moment 1103'# Max V(Reduced) 372# TL Max Defl L/180 TL Actual Defl L/293 Attributes Section(in3) Shear(ml TL Defl (in) Actual 13.14 10.88 0.43 Critical 10.65 3.10 0.70 Status OK OK OK Ratio 81% 28% 61% Fb(psi) Fv(psi) E(psi x mil) Fci(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1242 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 80 =A Uniform Load A Z\ R1 =420 R2=420 SPAN=10.5 FT Uniform and partial uniform loads are lbs per lineal ft. • . . . 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