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Sherman Engineering, Inc. (503) 230-oo7G rh 3 15 I NE Sandy Blvd. Ste. 100, Portland, OR 97232 (503) 22G-4745 =ax SEI Job#:14-MSJN-02-064 . . 4 PLAN 2747L OF(' ‘,"/, ? `Y PLANTATION TERRACE SW 121st Ave * Gaarde St. Tigard, OR .t June 5, 2015 �•� ;;, ��'• Westwood Homes, LLC 12700 NW Cornell Rd I~r N ,J Portland, OR 97229 ` .,, (503) 715-2383 '''r P, 's;40'9" w.- EXPIRES: 6/30/ Subject: Sheet No. Foundation: FD I Framing: Roof Beam RBI -RB2 Girder Loading GT I -GT5 Floor Beams FBI -FB I Headers HD I Deck Beam DB I Beam Loading: FL I -FL5 Lateral: Loading LL I -LL2 Seismic Breakdown LL2A Diaphragm/Wind Shears LL3-LLC Shearwalls LL7-LL8 Overturning LL9 Schedule LL I 0 Details D I -D28 i t Sherman Engineering, Inc. (503) 230-8876 Ph 3 15 I NE Sandy Blvd. Ste. 100, Portland, OR 97232 (503) 226-4745 Fax SEI Job#:14-MSJN-02-064 PLAN 2747L PLANTATION TERRACE SW 121st Ave t Gaarde St. Tigard, OR c5• PFIUFps June 5, 2015 4iNe. � 186 IP Westwood homes, LLC p12700 NW Cornell Rd r' RE eN Portland, OR 97229 `'i °h�' X CY 10. � P (503) 715-2383 04,p. 8140 EXPIRES: 6/30/ ar Subject: Sheet No. Foundation: FD Framing: Roof Beam RBI -R52 Girder Loading GT I -GT5 Floor Beams F5 I -F5 I I headers 1-ID I Deck Beam DB I Beam Loading: FL J -FL5 Lateral: Loading LL I -LL2 Seismic Breakdown LL2A Diaphragm/Wind Shears LL3-LL6 Shearwalls LL7-LL8 Overturning LLS Schedule LL I 0 Details DI -D28 BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#75.92-G6413 FRAMING RBI Prepared by:JDM Date: 6/05/15 Selection PT 5-I/8x 15 GIB 24F-V4 DF/DF Lu = 0.0 Ft _ Conditions NDS 2005 Min Bearing Area RI = 7.7 in2R2= 7.7 in2 (1.5) DL Defl= 0.53 in Recom Camber=0.80 in Data Beam Span 2 I .75 ft Reaction 1 LL 299 I # Reaction 2 LL 2991 # Beam Wt per ft 18.68# Reaction I TL 4988# Reaction 2 TL 4988# Bm Wt Included 406# Maximum V 4988# Max Moment 27123 W Max V(Reduced) 4415 # TL Max Defl L/240 TL Actual Defl L/245 LL Max Defl L/360 LL Actual Defl L/490 Attributes Section (ins) Shear(in2) TL Defl (in) LL Defl Actual 192.19 76.88 1 .07 0.53 Critical 139.16 27.59 I .09 0.73 Status Ol( OK OK OK. Ratio 72% 36% 95% 73% Fb(psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 2400 240 1 .8 650 Adiusted Values 2339 240 I .8 650 Adjustments Cv Volume 0.975 Cd Duration 1.00 1 .00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use I .00 1 .00 1 .00 1.00 CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 275 Uniform IL: 440 = A Uniform Load A R I = 4988 R2 = 4988 SPAN = 21 .75 FT Uniform and partial uniform loads are lbs per lineal ft. e � SHERMAN ENGINEERING, INC. 12177 3 15 I NE SANDY BLVD BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#79.92-664/3 PIAN 2784 FRAMING RD Prepared by: JDM Date: 6/03/15 Selection Gx 10 HF#2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area RI= 2.6 m2 R2= 2.6 m2 (1.5) DL Defl= 0.08 in Data Beam Span 10.75 ft Reaction I LL 605 # Reaction 2 LL 605 # Beam Wt per ft 12.7# Reaction 1 TL 1036# Reaction 2 TL 1036# Bm Wt Included 136# Maximum V 1036# Max Moment 2784'# Max V(Reduced) 883 # TL Max Defl L/240 TL Actual Defl L/798 L/806 II Max Defl L/360 LL Actual Defl L/ >1000 Attributes Section (ins) Shear(in2) TL Defl (in) LL Defl Actual 82.73 52.25 0.16 0.08 Critical 43.03 8.23 0.54 0.36 Status OK OK OK OK Ratio 52% I6% 30% 22% Fb (psi) Fv(psi) E(psi x mil) Fc_i_(psi) Values Reference Values 675 140 I .I 405 Adjusted Values 776 161 I .I 405 Adjustments CF Size Factor I.000 Cd Duration 1.15 1 .15 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use 1.00 I.00 1 .00 I.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: '1 13 Uniform TL: 180 = A Uniform Load A RI = 1036 R2 = 1036 SPAN = 10.75 FT Uniform and partial uniform loads are lbs per lineal ft. • 6111 BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7932-66413 2747L FRAMING GTI Prepared by: JDM Date: Q04/15 Selection (2) 2x 14 DF-L#I Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area RI = 9.8 in2R2= 7.5 in2 (1.5) DL Defl= 1.03 in Data Beam Span 16.0 ft Reaction I LL 301 6# Reaction 2 LL 1934# Beam Wt per ft 9.66# Reaction I TL 6 113 # Reaction 2 TL 4662 # Bm Wt Included 155 # Maximum V GI 13 # Max Moment 25519'# Max V(Reduced) 5373 # TL Max Defl L/240 TL Actual Defl L/ 125 LL Max Defl L/360 LL Actual Defl L/375 Attributes Section (ins) Shear(int) TL Defl (in) LL Def! Actual 87.78 39.75 I .54 0.5 I Critical 340.25. 44.78 0.80 0.53 Status Fails Fads Fails OK Ratio 388% 113% 193% 96% Pb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 1000 180 I.7 625 Adjusted Values 900 I80 I .7 625 _ Adjustments CF Size Factor 0.900 Cd Duration I .00 1 .00 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1 .00 CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 113 Uniform TL: 180 = A Point TL Distance Par Unif LL Par Unif TL Start End B = 1000 6.0 300 li = 480 0 10.5 C = 1700 10.5 li Uniform Load A Pt loads: RI = 61 1 3 R2 = 4662 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7992-664/3 2747L FRAMING GT2 Prepared by:JDM Date: G/04/15 Selection (2) 2x 14 DF-L#1 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area RI = 6.8 in2R2= 6.2 in2 (I .5) DL Defl= 4.61 in Data Beam Span 23.5 ft Reaction I LL 588.# Reaction 2 LL 588# Beam Wt per ft 9.66# Reaction I TL 4245 # Reaction 2 TL 3862 # Bm Wt Included 227# Maximum V 4245 # Max Moment 4I 149'# Max V(Reduced) 4 146# TL Max Defl L/240 TL Actual Defl L/ 57 LL Max Defl L/360 LL Actual Defl L/814 Attributes Section (ins) Shear(in2) TL Deft (in) LL Defl _ Actual 87.78 39.75 4.95 0.35 Critical 548.66 34.55 I .18 0.78 Status Fails OK Fails OK Ratio 625% 87% 422% 44% Fb(psi) Fv(psi) E (psi x mil) Fc I (psi) Values Reference Values 1000 180 I .7 625 Adjusted Values 900 180 I .7 625 Adjustments CF Size Factor 0.900 Cd Duration 1 .00 1.00 Cr Repetitive I.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 Uniform LL: 50 Uniform TL: 80 = A Point TL Distance B = 6000 1 1.0 Uniform Load A Pt loads: El RI = 4245 R2 = 3862 SPAN = 23.5 FT Uniform and partial uniform loads are lbs per lineal ft. G13 6eamChek v2007 hcensed to:Sherman Engineering, Inc. Reg#7992-66413 2747L FRAMING GT3 Prepared by: JDM Date: 6/04/15 Selection (2) 2x 14 DF-L#1 Lu = 0.0 Ft Conditions ND5 2005 Min Bearing Area R I= 1 1.7 irR2= 12.6 in2 (I .5)DL Defl= 5.64 in Data Beam Span 23.5 ft Reaction ! LL 2497# Reaction 2 LL 2497# Beam Wt per ft 9.66# Reaction I TL 732 I # Reaction 2 IL 7896# Bm Wt Included 227#. Maximum V 7896# Max Moment 55543'# Max V(Reduced) 7510# TL Max Defl L/240 TL Actual Deft L/40 LL Max Defl L/360 LL Actual Defl L/ 191 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 87.78 39.75 7.I I 1 .47 Critical 740.58 62.58 1 .18 0.78 Status Fads Fails Fads Fails Ratio 844% I57% 605% 188% Pb (psi) Fv(psi) E (psi x mil) Fc I(psi) Values Reference Values 1000 180 I.7 625 Adjusted Values 900 180 I .7 625 Adjustments CF Size Factor 0.900 Cd Duration I.00 I .00 Cr Repetitive I.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 Uniform LL: 213 Uniform TL: 340 = A Point TL Distance B = 1000 3.0 C = 4000 13.0 D = 2000 17.0 Uniform Load A Pt loads: El R I = 7321 R2 = 78% SPAN = 23.5FT Uniform and partial uniform loads are lbs per lineal ft. �/1 1 5eamChek v2007 licensed to:Sherman Engmeermg, Inc. Reg#7992-664 13 2747L FRAMING GT4 Prepared by: JDM Date: 6/04/15 Selection (2) 2x 12 HF#2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing AreaRl= I 1.6 m2R2= 8.2 in2 (I .5) DL Defl= 1.47 in Data Beam Span 16.0 ft Reaction I LL 2573 # Reaction 2 LL 1457# Beam Wt per ft 8.2 # Reaction I TL 47 13 # Reaction 2 TL 3338# Bm Wt Included 131 # Maximum V 4713 # Max Moment 18882'# Max V(Reduced) 4162 # TL Max Defl L/240 TL Actual Deft L/81 LL Max Defl L/360 LL Actual Defl L/ 214 _ Attributes Section (ins) Shear(in2) TL Deft (in) LL Deft Actual 63.28 33.75 2.37 0.90 Critical 266.58 41 .62 0.80 0.53 Status Fads Fads Fails Fails Ratio 421% 123% 256% 168% _ Fb (psi) Fv(psi) E (psi x mil) Fc I(psi) Values Reference Values 850 150 I .3 405 Adjusted Values 850 150 I.3 405 Adjustments CF Size Factor I.000 Cd Duration I.00 I .00 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 I .00 1.00 CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 75 Uniform IL: 120 = A Point TL Distance Par Umf LL Par Unif TL Start End B = 1400 10.0 287 H = 460 0 10.0 I-1 Uniform Load A Pt loads: I RI = 4713 R2 = 3338 SPAN = 16 FT Uniform and partial uniform loads are lbs per lineal ft. . . 6-r BeamChek v2OO7 licensed to:Sherman Engineering, Inc. Reg#79.92- 'G4/3 2747L FRAMING GT5 Prepared by: JDM Date: G/04/15 Selection (2) 2x 14 DF-L#1 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area RI = 2.9 m2R2= 7.6 in2 (1.5) DL Defl= 1.72 in Data Beam Span 21.0 ft Reaction I LL 525 # Reaction 2 LL 525 # Beam Wt per ft 9.66# Reaction I TL 1837# Reaction 2 TL 4746 # Bm Wt Included 203 # Maximum V 4746 # Max Moment 18436'# Max V(Reduced) 4647# TL Max Defl L/240 TL Actual Defl L/ 130 LL Max Defl L/360 LL Actual Defl L/ >1000 Attributes Section (Ina) Shear(in2) TL Defl (in) LL Defl Actual 87.78 39.75 1 .94 0.22 Critical 245.81 38.73 1 .05 0.70 Status Falls OK Fads OK , Ratio 280% 97% 184% 32% Fb(psi) Fv(psi) E(psi x mil) Fci_(psi) Values Reference Values 1000 180 1 .7 625 Adjusted Values 900 180 1.7 625 Adjustments CF Size Factor 0.900 Cd Duration I.00 I .00 Cr Repetitive I .00 Ch Shear Stress N/A Cm Wet Use 1.00 I .00 1.00 1.00 . CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 50 Uniform TL: 80 = A Point IL Distance B = 4700 17.0 Uniform Load A Pt loads: C z . RI = 1837 R2 = 4746 SPAN = 21 FT Uniform and partial uniform loads are lbs per lineal ft. fib( DeamChek v2OO7 licensed to:Sherman Engineering, Inc. Reg#7.992-6G4/3 2747L FRAMING FBI Prepared by: JDM Date: 6/03/15 Selection 5-1/8x I G-1/2 GLS 24r4/4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Min Bearing AreaRl = I 1.3 it 2= I I.3 in2 (I .5) DL Defl= 0.18 in Recom Camber=0.27 in Data Beam Span 16.25 ft Reaction I LL 5200# Reaction 2 LL 5200# Beam Wt per ft 20.55 # Reaction I TL 7317# Reaction 2 IL 7317# Bm Wt Included 334# Maximum V 7317# Max Moment 29725'# Max V(Reduced) N/A TL Max Dell L/240 TL Actual Dell L/417 LL Max Defl L/360 LL Actual Defl L/672 Attributes Section (ins) Shear(in2) TL Defl (in) LL Dell Actual 232.55 84.56 0.47 0.29 Critical 149.55 45.73 0.81 0.54 Status OK OK OK OK Ratio 64% 54% 58% 54% Fb (psi) Fv(psi) E (psi x mil) Fci.(psi) Values Reference Values 2400 240 I.8 650 Adjusted Values 2385 240 I .8 650 Adjustments Cv Volume 0.994 Cd Duration I.00 I.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1 .00 1 .00 CI Stability 1.0000 Kb = 0.00 Le = 0.00 Ft Loads Uniform LL: 640 Uniform TL: 880 = A Uniform Load A 0 RI = 7317 R2 = 7317 SPAN = 16.25 FT Uniform and partial uniform loads are lbs per lineal ft. F165 5eamChek v2007 licensed to:Sherman Engineering, Inc. Reg#79.92-66413 2747L FRAMING FB3 Prepared by: JDM Date: G/03/15 Selection I-3/4x I I-7/8 I.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area RI= 0.4 m2 R.2= 0.4 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 2.25 ft Reaction 1 LL 225 # Reaction 2 LL 225 # Beam Wt per ft 5.34# Reaction 1 TL 3 15 # Reaction 2 TL 315 # Bm Wt Included 12 # Maximum V 315 # Max Moment 177 W Max V(Reduced) 38# TL Max Defl L/240 TL Actual Defl L/ >1000 IL Max Defl L/360 LL Actual Deft L/ >1000 Attributes Section (in3) Shear 012) TL Deft (in) LL Defl Actual 41.13 20.78 0.00 <0.01 Critical 0.82 0.20 0.1 1 0.08 Status OK OK OK OK Ratio 2% I% 0% 0% Fb(psi) Fv(psi) E(psi x mil) Fel(psi) Values Reference Values 2600 285 1.5 750 Adjusted Values 2604 285 I .9 750 Adjustments CF Size Factor I .001 Cd Duration 1 .00 I.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use I.00 1.00 1 .00 1 .00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform IJ_: 200 Uniform TL: 275 = A Uniform Load A RI = 315 R2 = 315 SPAN = 2.25 FT Uniform and partial uniform loads are lbs per lineal ft. Fa4 BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7592-66413 2747L FRAMING FB4 Prepared by: JDM Date: 6/04/15 Selection 7x 14 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft Conditions NDS 2005 Min Bearing AreaRl = 12.3 in2R2= 9.5 in2 (1.5) DL Defl= 0.73 in Data Beam.Span 16.5 ft Reaction I LL 990# Reaction 2 LL 990# Beam Wt per ft 30.63 # Reaction I TL 926 I # Reaction 2 TL 7 142 # Bm Wt Included 505 # Maximum V 9261 # Max Moment 40010'# Max V(Reduced) 9033 # TL Max Defl L/240 TL Actual Defl L/253 LL Max Defl L/360 LL Actual Defl L/ >1000 Attributes Section(ins) Shear(int) TL Deft (in) • LL Defl Actual 228.67 98.00 0.78 0.06 Critical 168.42 46.72 0.83 0.55 Status OK OK OK OK Ratio 74% 48% 95% 10% Fb (psi) Fv(psi) E(psi x mu) Fc L (psi) Values Reference Values 2900 290 2.2 750 Adjusted Values 285 I 290 2.2 750 Adjustments CF Size Factor 0.983 Cd Duration I.00 I.00 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use 1.00 I .00 1.00 1 .00 CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft _Loads Uniform LL: 120 Uniform IL: 165 = A Point TL Distance Par Unif IL Start End B = 7900 4.5 11 = 500 4.5 7.0 C = 1200 7.0 I = 500 13.25 16.5 D = 1200 13.25 11 Uniform Load A Pt loads: © © ❑D RI = 9261 R2 = 7142 SPAN = 16.5 FT Uniform and partial uniform loads are lbs per lineal ft. � R res BeamChek v2O07 licensed to:Sherman Engineering, Inc. Reg#7992-664/3 2747L FRAMING F55 Prepared by: JDM Date: G/03/1 5 Selection I-3/4x I 1-7/8 1.9E TJ Microllam LVL Lu = 0.0 Ft Condrtons NDS 2005 Mm Bearing Area RI= 0.6 m2R2= 0.6 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 4.0 ft Reaction ILL 320# Reaction 2 LL 320# Beam Wt per ft 5.34# Reaction 1 TL 45 I # Reaction 2 TL 451 # Bm Wt Included 21 # Maximum V 451 # Max Moment 45 I '# Max V(Reduced) 228# TL Max Defl L/ 240 TL Actual Defl L/ >1000 LL Max Defl L/360 LL Actual Defl L/ >1000 Attrrbutes Section (ins) Shear(m2) TL Defl (in) LL Defl Actual 41.13 20.78 0.00 <0.01 Critical 2.08 I.20 0.20 0.13 Status OK OK OK OK Ratio 5% G% 2% I% Fb (psi) Fv(psi) E(psi x mil) Fc±(psi) Values Reference Values 2600 285 I.9 750 Adjusted Values 2604 285 I .9 750 Adjustments CF Size Factor I .001 Cd Duration 1.00 1.00 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use I.00 1 .00 1 .00 1 .00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: I GO Uniform IL: 220 = A Uniform Load A /\ /\ R I = 451 R2 = 451 SPAN = 4 FT Uniform and partial uniform loads are lbs per lineal ft. fe)C0 BeamChek v2OO7 licensed to:Sherman Engineering, Inc. Reg#7992-664/3 2747L FRAMING FB6 Prepared by: JDM Date: G/03/15 Selection 1-3/4x I I-7/8 I.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area RI = 0.3 in2R2= 0.5 in2 (1 .5) DL Defl= <0.01 in, Data Beam Span 2.5 ft Reaction 1 LL 50# Reaction 2 LL 50# Beam Wt per ft 5.34# Reaction I TL 256# Reaction 2 TL 346 # Bm Wt Included 13# Maximum V 346 # Max Moment 3 I G'# Max V(Reduced) 286 # TL Max Defl L/ 240 TL Actual Deft L/ >1000 11 Max Defl L/360 LL Actual Deft L/ >1000 Attributes Section (ins) Shear(mz) TL Defl (in) LL Defl Actual 41.13 20.78 0.00 <0.01 Critical I.46 I.5 I 0.13 0.08 Status OK OK OK OK Ratio 4% 7% 1% 0% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 2600 285 I .9 750 Adjusted Values 2604 285 I.9 750 Adjustments CF Size Factor I.001 Cd Duration I .00 I.00 Cr Repetitive 1 .00 Ch Shear Stress N/A Cm Wet Use 1 .00 1.00 1 .00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 40 Uniform TL: 55 = A Point TL Distance 5 = 451 1.5 Uniform Load A Pt loads: C RI = 256 R2 = 346 SPAN = 2,5 FT Uniform and partial uniform loads are lbs per lineal ft. r t r-se7 6eamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7992-664/3 2747L FRAMING FB7 Prepared by: JDM Date: G/03/15 Selection I-3/4x I I-7/8 I.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2005 Mm Bearing Area R,1= 0.7 m2 R2= 0.9 in2 (1.5) DL Defl= 0.08 in Data Beam Span 12.0 ft Reaction 1 LL 3 19# Reaction 2 LL 319 # Beam Wt per ft 5.34 # Reaction I TL 556# Reaction 2 TL 642 # Bm Wt Included 64# Maximum V 642 # Max Moment 1975'# Max V(Reduced) 564# TL Max Defl L/ 240 TL Actual Defl L/ >1000 LL Max Deft L/360 LL Actual Defl L/>1000 Attributes Section (ins) Shear(m2) TL Defl (in) LL Deft Actual 41.13 20.78 0.14 0.05 Critical 9.10 2.97 0.60 0.40 Status OK OK OK OK Ratio 22% 14% 23% 13% Fb (psi) Fv(psi) E (psi x mil) Fc I (psi) Values Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 I .9 750 Adjustments CF Size Factor 1.001 Cd Duration I .00 I .00 Cr Repetitive I .00 Ch Shear Stress N/A Cm Wet Use 1 .00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft _Loads Uniform LL: 53 Uniform TL: 73 = A Point TL Distance 8 = 256 8.0 Uniform Load A Pt loads: C RI = 556 R2 = 642 SPAN = 12 FT Uniform and partial uniform bads are lbs per lineal ft. rt) Re Inc,lnc.Engineering,v2007 licensed to:Sherman #7952-66413 r, 2747L FRAMING FB8 Prepared by:JDM Date: 6/03/15 5e%tion I-3/4x I I-7/8 I.9E TJ Microllam LVL Lu = 0.0 Ft Conditions ND5 2005 Min Bearing Area RI = 0.4 m2R2= 0.4 in2 (I .5) DL Defl= <0.01 in. Data Beam Span 2.0 ft Reaction I LL 200# Reaction 2 LL 200# Beam Wt per ft 5.34# Reaction 1 TL 325 # Reaction 2 TL 325 # Bm Wt Included I I # Maximum V 325 # Max Moment 163'# Max V(Reduced) 3 # TL Max Deli L/ 240 TL Actual Defl L/ > 1000 ,LL Max Defl L/360 LL Actual Defl L/ >1000 Attrbutes Section (in3) Shear(m2) TL Defl (in) LL Dell Actual 41.13 20.78 0.00 <0.01 Critical 0.75 0.02 0.10 0.07 Status OK OK OK OK Ratio 2% 0% 0% 0% Pb (psi) Fv(psi) E(psi x mil) Fc Vii) Values Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1 .9 750 Adjustments CF Size Factor I.001 Cd Duration I.00 I.00 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use I .00 1.00 1.00 1 .00 CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 200 Uniform IL: 320 = A Uniform Load A Z RI = 325 R2 = 325 SPAN = 2FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7992-664/3 2747L FRAMING FB9 Prepared by: JDM Date: 6/04/15 Selection 6-3/4x 19-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2005 Mm Bearing Area RI= 11.6 m12,2= I I .9 in2 (I .5) DL Defl= 0.58 in Recom Camber=0.87 in Data Beam Span 21 .75 ft Reaction 1 LL 2610# Reaction 2 LL 2610# Beam Wt per ft 31.98# Reaction 1 TL 7509 # Reaction 2 TL 7764# Bm Wt Included 696# Maximum V 7764# Max Moment 45942'# Max V(Reduced) 7176# TL Max Defl L/240 TL Actual Defl L/352 LL Max Defl L/360 LL Actual Defl L/ >1000 Attnbutes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 427.78 131.63 0.74 0.16 Critical 248.74 44.85 I .09 0.73 Status OK OK OK OK Ratio 58% 34% 68% 22% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) - Values Reference Values 2400 240 I .8 650 Adjusted Values 221 6 240 I .8 650 Adjustments Cv Volume 0.923 Cd Duration I.00 I .00 Cr Repetitive I.00 Ch Shear Stress WA Cm Wet Use I .00 1.00 I.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 240 Uniform IL: 330 = A Point TL Distance B = 3700 7.0 C = 3700 15.5 Uniform Load A Pt loads: R I = 7509 R2 = 7764 SPAN = 21.75 FT Uniform and partial uniform loads are lbs per lineal ft. • Flo BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7992-664 l3 2747L FRAMING FBI 0 Prepared by: JDM Date: 6/03/15 Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu = O.0 Ft Conditions NDS 2005 Min Bearing Area RI = 9.7 in2R2= 9.7 int (1 .5) DL Deft= 0.30 in Recom Camber=0.46 in Data Beam Span 22.0 ft Reaction I LL 4400# Reaction 2 LL 4400# Beam Wt per ft 22.42# Reaction I TL 6297# Reaction 2 TL 6297 # Dm Wt Included 493# Maximum V 6297# Max Moment 346311# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/34 I LL Max Defl L/360 LL Actual Defl L/562 Attributes Section (ins) Shear(int) TL Defl(in) LL Defl Actual 276.75 92.25 0.77 0.47 Critical 18 I .16 39.35 1.I 0 0.73 Status OK OK OK OK Ratio 65% 43% 70% 64% Fb (psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 2400 240 I .8 650 Adjusted Values 2294 240 I .8 G50 Adjustments Cv Volume 0.956 Cd Duration I.00 I.00 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use I .00 I .00 1.00 I .00 CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 400 Uniform TL: 550 = A Uniform Load A /\ RI = 6297 R2 = 6297 SPAN = 22 FT Uniform and partial uniform loads are lbs per lineal ft. rii BeamChek v2007 licensed to:Sherman Engineering, Inc. Reg#7992-664/3 2747L FRAMING FBI I Prepared by: JDM Date: G/03/15 .Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions ND5 2005 Min Bearing Area RI= 2.I m2 R2= 2.1 in2 (I.5) DL Deft= <0.01 irRecom Camber= <0.01 in. Data Beam Span 4.0 ft Reaction I LL 960# Reaction 2 LL 960# Beam Wt per ft 9.1 I # Reaction I TL 1378# Reaction 2 TL 1378# Bm Wt Included 3G# Maximum V 1378# Max Moment 1378'# Max V(Reduced) G89 # TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/ >1000 Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl Actual 75.00 37.50 0.01 <0.01 Critical 6.89 4.31 0.20 0.13 Status OK OK . OK OK Ratio 9% 1 I% . 3% 3% Fb (psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 2400 240 1 .8 650 • Adjusted Values 2400 240 1 .8 650 Adjustments Cv Volume I.000 Cd Duration 1.00 1.00 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use 1.00 1 .00 1 .00 1 .00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 320 Uniform TL: 440 = A C Par Unif LL Par Unif TL Start End 1GO 11 = 240 0 4.0 h Uniform Load A RI = 1378 R2 = 1378 SPAN = 4 FT Uniform and partial uniform loads are lbs per lineal ft. . , 14 Pi BeamChek v2007 licensed to:Sherman Engineenng, Inc. Reg#7992-664/3 Prepared by: JDM Date: 6104115 Selection 6x 12 NF#2 Lu = 0.0 Ft Conditions NDS 2005 Min Bearing Area RI= 3.6 in2R2= 3.6 in2 (1.5) DL Defi= 0.36 in Data Beam Span 16.75 ft Reaction I LL 670# Reaction 2 LL 670# Beam Wt per ft 15.37# Reaction I TL 1450# Reaction 2 TL 1450# Bm Wt Included 257# Maximum V 1450# Max Moment 60971# Max V(Reduced) 1330# TL Max Defl L/240 TL Actual Defl L/372 LL Max Defl L/360 LL Actual Defl L/ >1000 Attributes Section (m3) Shear(in2) TL Defl (in) 11 Defl Actual 121 .23 63.25 0.54 0.18 Critical 108.39 14.25 0.84 0.56 Status OK OK OK OK Ratio 89% 23% 64% 33% Fb (psi) Fv(psi) E (psi x mil) Fc_l_(psi) Values Reference Values 675 140 I.I 405 Adjusted Values 675 140 1.1 405 Adjustments CF Size Factor I.000 Cd Duration 1.00 1.00 Cr Repetitive I.00 Ch Shear Stress N/A Cm Wet Use I.00 1 .00 1 .00 I .00 CI Stability I .0000 Rb = 0.00 Le = 0.00 Ft _Loads Uniform LL: 80 Uniform TL: I '1 0 = A Point TL Distance 8 = 400 4.25 • C = 400 12.5 Uniform Load A Pt loads: RI = 1450 R2 = 1450 SPAN = 16.75 FT . Uniform and partial uniform loads are lbs per lineal ft. Sherman Engineering, Inc. LL2� 3151 NE Sandy Blvd. Portland,OR 97232 06/05/15 (503)230-8876 Phone (503)226-4745 Fax 17M 5IM/51nt LOVING g,122 VIAPJd Depth 85,0 ft. Width 27.0 ft. 'IOLA Area 2295 54, .ft. Lineal F1"wall 224 ft. partitions 179.2 ft. %I5MIG LOAI7 LINE I AKPOWN %15MIGC k) WOE MIL 4,8 (kips) 51-EAR LINA LOAf7 TAf3a LINE % 5e15mic.c k) AIZEA.5r I 0.26 1.24 594 2 0.13 0.62 297 5 0.55 1.69 810 4 0.26 1,24 594 5 0,00 0.00 o IO14.5 1.00 4,80 2295 . ., _ Sherman Engineering, Inc. LL7 3151 NE Sandy Blvd. Portland,OR 97232 P OJC1: 06/05/15 (503)230-8876 Phone (503)226-4745 Fax 27471.- JDM }PON17 BACK LOWING WIND(k) 5EI5MIC(k) VI 1.4 2.4 V2 1,4 2.4 ..0, ROOF I7IAPH, >7-:# t, 51fA�WA1.1,5 @ UPPtP PLP _ !` VI s 2.4 k 54 Lr - ( 45 #/') j_ 'I' w 1.4k + 54 LF .0 26 #/' f 1I Perf Wil: 45 - Co 0B2 .- 55 #/' ,, r;a li 14- V2 V2s 2.4k : 20 LU _ ( 120 #/') erg's Il :I w Lok - 20LF - 70 #/' 41 ' Perf Wall: 120 - Co 0,69 -. 174 #/' A... / ,,1 0 OCAS"ill.owl _ ,Kw p d I I ra I k VIWIND<k 2,2 5 ISM01 o k) r.! '.41"'=� V2 2.2 0,0 i - II - F1.- DIAPH, l 4 H AJWAI.1.5 a LOW FLPI : i: � . 1,E 7 ' I .. w 1.4 k + 2.2 k - 4 k - 63 I-r - 57.1 it, �` 14" s'tom ' ,� G Perf Wall: 57 + Co 1.00 - 57 #/' r ! �4 4'' I l 0 V2s 2.4k + 0,0k s 2k + 46H 52.2 iii, ,& All"-.:"7..- - - % ' . w 1,4 k + 22 k - 4 k - 46 W 78,3 i/. .` Pere Wall 18 + Co Oil - le "....,,:-.'s.#1' ! ;'' �r,'g '...i_ I. 38;.. i.l L:. __ .......11.. -67)( -; I iiiiiiii 11 Ili tit I Sherman Engineering, Inc. 1-L 3151 NE Sandy Blvd.Portland,OR 97232 P O CT: 06/05/15 (503)230-8876 Phone (503)226-4745 Fax 27471- JI7M 41PLAW . 1,0A7IN6 WIM7(k) 5�15MIC(k) VA 1.5 1,5 VC 2,6 2.5 ROOF tIAPN, VP 1,5 I.2 h 51-ARWAL1,5 @ UPP FIS .; VA s 1.5k + 15 LF = ( iO3 4t/1) ,r ". 1 i\: ‘ 1"41 VC 2.5k - 12 LP - ( 208 #/') 4, ,' ,;, w 2,6 k + 12 1-F - 217 #/' .. 0.4 N i IF -a �""""'" spar Id • N.1 VPs 1.2 k - I7 1-F - ( 7i #/'> i w i.3k - 17 LP - 76 #/' LLS.. II�Ire s moi.: -*ca. W1NP(k) %I MIC(k) :'--, . VA 1,6 0.6 I i i ' V13 2.1 0.8 5.: ,a FI,k, nlAt'N. VC 2.5 I.I t, 1 VP 33 1.3 • `ii . ' 0 5NEARWALL5 @ LOWR PLR . Vg 1.6 0.6 ��. ..�.�. • VA 5 1.3k + 0.6 k - 2k + 61.F 317 ,.r, n 1I w i.5k + 1.6k - 3k + 6V - 517 ur V .0 - ; 4 ,{ j V13 s 0.8 k - 1 k + 16 1-F .° 52.9 4r'Agbik ,.A ' ';. ! w 2.1 k - 2 k + 16 I-r - 135 +4/ •� t-!z� ;Tp• lir t3 to Perf Wall: 135 + Co 0.82 - 165 #/' � • I _11 111.I1 VCs 2.5k + 1.1k - 4k + 121-F - 315 nr. L �, �` 1 i1 0 17� - �1 _ � �;, w 2.6 k + 2.5 k - 5 k + 12 If - 443 it/ D m1I r ' € t� V17 s 1.2 k + 1.3 k = 3 k 12 I.F - 211 .r. II '.;► . .� .....:ILL =fns w 13 k + 3.3 k - 5 k + 12 LF - 383 iv 'a V{% s 0.6 k - 1 k + 14 12 - 40 1I,, w ' 1.6 k - 2k + 14I.F - 114 *r , L�d • SNEARWALL SCNEDULE WALL WALL FASTENER TYPE MOOD SILL PLATE MOOD SOLE PLATE SFEARWALL TO StEARWALL TO ROOF WOOD SILL TO MARK^() SHEATHING a(BUILDER'S PREFERENCE) (3) TO GONG CONN. (4) TO RIM JSTJELK6(3)BLKG/RIM D. (6) BIRD BLOCK CONN.(-i) EXISTING FOUND. (8) S\ 'APA RATEa 8D,0.131'X2-U2"PONE2 DRIVEN ° FASTENER OR 136AXI-1/2"STAPLE, _DIAXIO°A8.5 o Ibd o b"OL. 'A35'0 24"0.0. SIMPSON'L550'0 51MPSON UFP' MBA) `SHT&OM`SIDE SPACE O 6'OL.EDGES t 12"OL.FIELD 32"0.0. 24"O.G. SPACED o 60°O.G. A\ ri"APA RATep SD,0.131'X2-V2'POWER DRIVEN 5HT6 ONE SIDE FASTENER OR 136AXa-1/2"STAPLE, i"-12IAXI0'A.B.5 o I6d o 4"0L. 'A35'0 18"0L. 51MPSON'LSQO'o SINP50N 1.F12' (Bawl SPACE O 4'OL.ED6E5 t I2"OL.FIELD 24"OL. 24'O.G. SPACED 0 45'OL. �"APA RATED 8D 0.131"X2-1/2"POWER DRIVEL 5N115 ONE SIDE FASTENER OR 136AXI-1/2"STAPLE, i"-DIA.XIO"AB.S 0 204 0 3"0L. 'A35'012"O.G. SIMPSON 1580 SIMPSON 51h'51r-F"B05°) SPACE O 3'OL.EDGES t 12"OG.FIELD 16"OL. 24°OG. SPACED o 32"O.C. SD OR 0.131"X2-V2"POWER DRIVEN • �tf6 ONE SIDE FASTENER 4 SPACE 0 2'OA EDGES 4 3/4"-DIAX12"AS.5 20d 0 3"OG. 'A35'0 10'0L. O TNnberLOK 24' spAc SIMPSON ' (6704) 12"OL.FIELD 024"OG. 1/4X6'SCREW SPACED o 24°O.G. APA RATED BD OR 0.131'X2-I/2"POWER DRIVEN SIMPSON 1.59o.0 12" F S" FASTENER 4 SPACE 0 4"OL.EDGES t 3/4x_DIAXg2"AB.'S god o 3"O.G. 4 CMO4) SHT6 1/49 SIDE5 12"OG.FIELD o 20"OL. 'A35'0 5"OG. A35'0 5'0.0 OL.a ThdxrLOK WA U4X6"%RFW �"APA RATED 6D OR 0.131"X2-I/2"POWER DRIVEN n n u SIMPSON'L590'o 12" FASTENER 4 SPADE o 3'OL.EDS 4 3/4-DIA,X12 AB.S god••3 OL.a (Ips) 5141.6 1/10 SIDES 12"OL.FIELD 0 18"OL. 'A35'0 4"OL. 'o b"OL. OL.t ,LOK WA I/4X6"SCREABW in APA Rye SD OR 0.131"X2-I/2"POWER DRIVEN 3/4 A.13.5 20d o 3"OG.t SIMPSON L590'0 7" ` 5HT6 1110 SIDES FASTENER t SPACE 0 2.OL.ED6E5 4 0 12"0.0.C X READ) 'A35' "0 3O.G. 'A35'o 4"OG. OL.4 Tmberi0K WA ! ) 12 O.G.FIELDI/4X6"SCREW NOTES; U ALLOWABLE SHEAR CAPACITY FOR TYPE'5'WALLS MAY BE INCREASED TO 330-PL.F AND TYPE'C'WALLS MAY BE INCREASED TO 460-PLF FOR WIND LOADING 2)ALL PLYWOOD SHEATHING EDGES SHALL BE SUPPORTED AND NAILED BY 2X BLOCKING. MERE DOUBLE PLY WALLS ARE REQUIRED,STAGGER S11O5 THAT RECEIVE NAILING EACH SIDE OF MALL. FRAMING AT ADJOINING PALS EDGES SHALL BE 3X AND NAILS SHALL BE STAG6BRED(DBL 2X ACCEPTABLE HIEN SPIKED TOGETHER WITH Ibd SPACED TO MATCH SHEAIVIALL NAILING PATTERN).. WALL STUD SPACING SHALL BE SPACED AT A MAXIMUM OF 16"ON CENTER. 3J DO NOT PENETRATE THE SURFACE OF THE SHEATHING WITH THE NAL HEAD. LOCATE NAIL I"MIN.FROM PANG EDGE. FOR WALL TYPES'5,C 4 D'-STAPLES ARE ALLOYED IN WEU OF NAILING,USE 136A.X 1-1/2"STAPLES. 3X(OR DBL 2X)REWIRE AT PAID EDGES FOR WALL TYPES'D-H'. 11 4)ALL ANCHOR BOLTS SHALL HAVE A STEEL PLATE MASHER*(3"X3"INSTALLED(6ALVANIZED AT TREATED SILLS). LOCATE ANCHOR BOLT 50 THAT EDGE OF PLATE WASHER IS WITHIN k AWAY FROM FACE OF PLYWOOD SHEATHING,AT DEL SHEATHED MALLS USE A 5X4 PLATE MASHER TO MAINTAIN THE i"EDGE DISTANCE. IF BOLT SPACING 15 GREATER THAN WALL LENGTH INSTALL AN ANCHOR BOLT M4THIN 12°OF EACH END OF WALL. 5.)NAILING SHALL BE LOCATED IN THE CENTER O'F THE RIM OR BLOCKING MATERIAL 'A35'GLIM GAN BE REPLACED BY'LPTS.'INSTALL LPT5'OVER WALL PLYWOOD 14EN INSTALLED ON PLYWD.SIDE OF MALL. 6)SIMPSON CUPS AT TOP OF MALLS ARE NOT REQUIRED IF MALL SHEATHING IS LAPPED AND NAILED TO RIM BD.OR BLOCKING ABOVE. 'A35'CLIPS CAN BE REPLACED BY'EFTS.' 7)INSTALL LS'CUPS FRC*"l INSIDE OF BLOCKING TO SHEAR-WALL BELOW. HHERE VENT BLOCKS ARE LOCATED,ADD UP THE AMOUNT OF CLIPS REWIRED AT THE SHEAR-WALL LBISTH AND SPACE CUPS AT Nal-VENT BLOCK AREAS ALONG THE SANE LINE.TTmberLOK SCREWS ARE REQUIRED AT TRUSS ONLY SPACED AT 24"014 CENTER. S)SPECIAL INSPECTION IS REQUIRED FOR POST-INSTALLED CONCRETE ANCHORS ON SIMPSON UFP'BRACKETS. EACH ANCHOR REQIARES A STANDARD CUT WASHER SI-IEARU)ALL DETAILS: WOOD SOLE PLATE WOOD SOLE ',r TO RIM JST./3LK6 E A5 ° PLATE NAIL! , SFEARWALL TO ROOF WALL SHT6 BIRD BLOCK[ANN. EDGE ,; NAILING TO . .1 4WOOD SOLE '� PLATE'A35 oR 0 ,. /' I' LPT5 i " 4% 111 . . A BRACKET ..c 4-et Y1/(s) X3 �� UI ip\'111111111111111 at �",,,..,. 5D5 SCREWS ' \SEE MOTE . ,i`•;,• �1"�'�sI, Ij goat, '�4� SHEARVIALL TO -41W..- _, ./�"_ P11 )SILL PI ATE 4r--....,:,,„,.......___-__ N,�;. ELKS/RIM CLIPS TO GONG CONN. (2))j"-DIA.EXP. 111 BOLTS Pt/4-I/2" Ems' L(GIRD BLB14 D O FSHEATHING TT RS PER WOOD SILL TO EXISTING FOUND. SCHEDULE