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REVIEWED BLD-BLD2021-1548+GRAVITY CALCS+11.12.2021_2.33.29_PM+2518216RECEIVED BLD2021-1548 Nov 22 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ............................................ REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT GRAVITY GALGULATIONS 5EE15E RE5IDENGE DE510N LOADS FLOOR: LIVE: 40 PSF DEAD: 10 PSF ROOF: LIVE: 25 PSF DEAD: 15 PSF DECK: LIVE: 60PSF DEAD: 10 PSF SOIL 15EARING: 1500 PSF 8985 REGISTERED ARCHITECT NN '0" ATE DFGTON PREPARED RYs J3 ARCHITECTS LLC ZO&-412-OJZO(a 10-28-ZI SECTION I N O Kl LL O � � O YI c� 0 i 3-2x6 J 'co — Q u� EX. RIDGE PELOW TO REMAIN N v- 2-2x6 N r, r 0 o I �1 2-2x6 NEW FLR EX, FRAMING @ OPNG BM PER PLAN TYP. PONY WALL 15ELOW <. HD OK Zxlo TOP -5D5 @ I& @ I& GL� EX CO ER 1 STUDS K Qxlo P1,07, EX. rN � ro L� iL v _ N -----E:::��----F— EX. MN. WALL 9. FOOTING I � I I I I I I I I I I I I I I I I I u I o I I � 24" SQ.x10" -? FTG MIN. N � 2791 d _ 1560 it N lu r----r r----- 2841 # 1968# W O + EX. 6EAf� JI� EX NEW TRUSS - - T #®- 1 # - -- BEARING WALL io#_--io# ABOVE- 2x12 JST. OK I X. EX. r----r r----r r----r 1463#--_------ �55UM R PAM I 2-2x4 t rtrt I I, � I l i I I I 3242 # �� L J j 3242/1500 I I I I I - I ADI I nnI I z I 1269# tU 1$36 rr� - L-- 2 2x4 z i t 18—Li L--- _ 2-2x4 — ------- --- — -- F J >( 18n .SQ. Ul N MIN. w I 11� < I LNJ I Q --------------- -------------------- I I I, - 2-2x4III -1 18 \ / L—L WALL LINE A15V. TYP. I I I I ---------------- I I I I J I I L A API ---� II I 1 BEEBE BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 UFF-AT CANT Date: 10/14/21 Selection 4x 10 DF-L #2 Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 3.0 in R2= 3.0 in (1.5) DL Defl= 0.06 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 9.0 ft Reaction 1 LL 1395 # Reaction 2 LL 1395 # Beam Wt per ft 7.87 # Reaction 1 TL 1858 # Reaction 2 TL 1858 # Bm Wt Included 71 # Maximum V 1858 # Max Moment 4180 '# Max V (Reduced) 1540 # TL Max Defl L / 240 TL Actual Defl L / 576 LL Max Defl L / 360 LL Actual Defl L / 865 Section (in') Shear (W) TL Defl (in) LL DO 49.91 32.38 0.19 0.12 46.45 12.83 0.45 0.30 OK OK OK OK 93% 40% 42% 42% Fb psi Fv psi E psi x mil Fc! psi Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 CIF Size Factor 1.200 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 Uniform LL: 260 Uniform TL: 325 = A Par Unif LL Par Unif TL Start End 50 H = 80 0 9.0 H Uniform Load A R1 = 1858 R2 = 1858 SPAN =9FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 BEEBE UFF-FB-FRONT Date: 10/14/21 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 4.4 in R2= 4.4 in (1.5) DL Defl= 0.14 in Recom Camber= 0.20 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 14.0 ft Reaction 1 LL 2240 # Reaction 2 LL 2240 # Beam Wt per ft 13.08 # Reaction 1 TL 2892 # Reaction 2 TL 2892 # Bm Wt Included 183 # Maximum V 2892 # Max Moment 10120 '# Max V (Reduced) 2530 # TL Max Defl L / 240 TL Actual Defl L / 377 LL Max Defl L / 360 LL Actual Defl L / 541 Section (in') Shear (W) TL Defl (in) LL DO 94.17 53.81 0.45 0.31 50.60 15.81 0.70 0.47 OK OK OK OK 54% 29% 64% 66% ro (psi) ry (psi) t (psi x mu) rc L Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 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 Uniform LL: 320 Uniform TL: 400 = A Uniform Load A R1 = 2892 R2 = 2892 SPAN =14FT Uniform and partial uniform loads are Ibs per lineal ft. r►: 3 Beam Chek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 BEEBE UFF-FB-REAR Date: 10/14/21 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 5.0 in R2= 5.0 in (1.5) DL Defl= 0.15 in Recom Camber= 0.22 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 14.0 ft Reaction 1 LL 2520 # Reaction 2 LL 2520 # Beam Wt per ft 13.08 # Reaction 1 TL 3242 # Reaction 2 TL 3242 # Bm Wt Included 183 # Maximum V 3242 # Max Moment 11345 '# Max V (Reduced) 2836 # TL Max Defl L / 240 TL Actual Defl L / 337 LL Max Defl L / 360 LL Actual Defl L / 481 Section (in') Shear (W) TL Defl (in) LL DO 94.17 53.81 0.50 0.35 56.73 17.73 0.70 0.47 OK OK OK OK 60% 33% 71% 75% ro (psi) ry (psi) t (psi x mu) rc L Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 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 Uniform LL: 360 Uniform TL: 450 = A Uniform Load A R 1 = 3242 R2 = 3242 SPAN =14FT Uniform and partial uniform loads are Ibs per lineal ft. 4 BEEBE BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 ENTRY OPNG Date: 10/14/21 Selection 1-3/4x 7-1/4 1.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 2.4 in R2= 2.4 in (1.5) DL Defl= 0.07 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 5.8 ft Reaction 1 LL 1269 # Reaction 2 LL 1269 # Beam Wt per ft 3.26 # Reaction 1 TL 1836 # Reaction 2 TL 1836 # Bm Wt Included 19 # Maximum V 1836 # Max Moment 2663 '# Max V (Reduced) 1454 # TL Max Defl L / 240 TL Actual Defl L / 382 LL Max Defl L / 360 LL Actual Defl L / 641 Section (in') Shear (W) TL Defl (in) LL DO 15.33 12.69 0.18 0.11 9.98 6.65 0.29 0.19 OK OK OK OK 65% 52% 63% 56% Fb psi Fv psi E psi x mil Fc! psi Reference Values 2600 285 1.9 750 Adjusted Values 3202 328 1.9 750 CIF Size Factor 1.071 Cd Duration 1.15 1.15 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 Uniform LL: 200 Uniform TL: 250 = A Par Unif LL Par Unif TL Start End 238 H = 380 0 5.8 H Uniform Load A R1 = 1836 R2 = 1836 SPAN =5.8FT Uniform and partial uniform loads are Ibs per lineal ft. 5 BEEBE BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 UFF-WALL Date: 10/14/21 Selection 1-3/4x 9-1/4 1.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 0.6 in R2= 3.8 in (1.5) DL Defl= 0.13 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 11.5 ft Reaction 1 LL 329 # Reaction 2 LL 2191 # Beam Wt per ft 4.16 # Reaction 1 TL 447 # Reaction 2 TL 2841 # Bm Wt Included 48 # Maximum V 2841 # Max Moment 4281 '# Max V (Reduced) 2838 # TL Max Defl L / 240 TL Actual Defl L / 332 LL Max Defl L / 360 LL Actual Defl L / 488 Section (in') Shear (W) TL Defl (in) LL DO 24.96 16.19 0.42 0.28 19.07 14.94 0.58 0.38 OK OK OK OK 76% 92% 72% 74% ro (psi) ry (psi) t (psi x mu) rc L Reference Values 2600 285 1.9 750 Adjusted Values 2694 285 1.9 750 CIF Size Factor 1.036 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 LL Point TL Distance 2520 B = 3240 10.0 Pt loads: R1 = 447 R2 = 2841 SPAN =11.5FT Uniform and partial uniform loads are Ibs per lineal ft. C:i BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 BEEBE UFF-FB-WALL-ROOF Date: 10/14/21 Selection 1-3/4x 11-7/8 1.9E TJ Microllam LVL Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 3.2 in R2= 3.2 in (1.5) DL Defl= 0.29 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 13.0 ft Reaction 1 LL 1463 # Reaction 2 LL 1463 # Beam Wt per ft 5.34 # Reaction 1 TL 2375 # Reaction 2 TL 2375 # Bm Wt Included 69 # Maximum V 2375 # Max Moment 7718 '# Max V (Reduced) 2013 # TL Max Defl L / 240 TL Actual Defl L / 259 LL Max Defl L / 360 LL Actual Defl L / 501 Section (in') Shear (W) TL Defl (in) LL DO 41.13 20.78 0.60 0.31 30.93 9.21 0.65 0.43 OK OK OK OK 75% 44% 93% 72% ro (psi) ry (psi) t (psi x mu) rc L Reference Values 2600 285 1.9 750 Adjusted Values 2994 328 1.9 750 CIF Size Factor 1.001 Cd Duration 1.15 1.15 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 Uniform LL: 225 Uniform TL: 360 = A Uniform Load A R1 = 2375 R2 = 2375 SPAN =13FT Uniform and partial uniform loads are Ibs per lineal ft. 7 BEEBE BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 UFF-FP Date: 10/14/21 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 3.5 in R2= 5.2 in (1.5) DL Defl= 0.04 in Recom Camber= 0.06 in Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 5.5 ft Reaction 1 LL 1380 # Reaction 2 LL 2235 # Beam Wt per ft 6.83 # Reaction 1 TL 2288 # Reaction 2 TL 3392 # Bm Wt Included 38 # Maximum V 3392 # Max Moment 5036'# Max V (Reduced) 3012 # TL Max Defl L / 240 TL Actual Defl L / 762 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section (in') Shear (W) TL Defl (in) LL DO 42.19 28.13 0.09 0.05 25.18 18.82 0.28 0.18 OK OK OK OK 60% 67% 32% 26% Fb psi Fv psi E psi x mil Fc! psi Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 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 Uniform LL: 225 Uniform TL: 360 = A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2240 B = 2892 3.8 25 H = 140 0 5.5 H Uniform Load A Pt loads: R1 = 2288 R2 = 3392 SPAN =5.5FT Uniform and partial uniform loads are Ibs per lineal ft. 8 BEEBE BeamChek v2020 licensed to: J3 Architects LLC Reg # 5234-65730 DINING Date: 10/14/21 Selection 2x 10 HF #2 Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 1.5 in R2= 1.5 in (1.5) DL Defl= <0.01 in. Data Attributes Actual Critical Status Ratio Values Adiustments Beam Span 3.0 ft Reaction 1 LL 398 # Reaction 2 LL 398 # Beam Wt per ft 3.37 # Reaction 1 TL 620 # Reaction 2 TL 620 # Bm Wt Included 10 # Maximum V 620 # Max Moment 465'# Max V (Reduced) 301 # TL Max Defl L / 240 TL Actual Defl L / > 1000 LL Max Defl L / 360 LL Actual Defl L / > 1000 Section (in') Shear (W) TL Defl (in) LL DO 21.39 13.88 0.01 <0.01 5.97 3.01 0.15 0.10 OK OK OK OK 28% 22% 5% 4% Fb psi Fv psi E psi x mil Fc! psi Reference Values 850 150 1.3 405 Adjusted Values 935 150 1.3 405 CIF Size Factor 1.100 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 Uniform LL: 225 Uniform TL: 360 = A Par Unif LL Par Unif TL Start End 40 H = 50 0 3.0 H Uniform Load A R1 = 620 R2 = 620 SPAN =3FT Uniform and partial uniform loads are Ibs per lineal ft.