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BLD2018-1622 Approved WC3 Hwy 99 Edmonds - Sup Structural Calcs 1STRUCTURAL CALCULATIONS EDMONDS HIGHWAY 99 APARTMENTS SUPPORTING STRUCTURAL CALCULATIONS DECEMBER 30, 2019 EDMONDS, WASHINGTON JOB No. 1853 PLAN REVIEW ACCEPTANCE FOR COMPLIANCE WITH THE APPLICABLE CONSTRUCTION CODES IDENTIFIED BELOW. BUILDING STRUCTURAL MECHANICAL PLUMBING Ej ELECTRICAL ENERGY [g] ACCESSIBILITY FIRE PLAN REVIEW ACCEPTANCE OF DOCUMENTS DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF ANY FEDERAL, STATE, OR LOCAL REGULATIONS. 02/03/2020 BY: DATE: WEST COASf'CODE CONSULTANTS, INC. EXPIRES: 06-20-20 Cary Kopczynski & Company 10500 NE 8th Street, SUite 800 Belle%Ale, VVA 98004-4351 Phone: (A.15) 455-21144 mAvAcps.com STRUCTURAL ENGiNCER,'� Job Title: Edmonds Highway 99 Job No.: 1853 Subject: Wood Frame Deflections & Drift Designer: JK Sheet: 1of3 Date: 12/30/2019 STRUCTURAL ENGMEERS Bldg Separation Calculation Wood Frame Diaphragm Deflections (AWC SDPWS Chapter 4.2.2) Y Lx • All design loads are at working (ASD) Level, typical unless noted otherwise • Evaluation is for condition at North end of building Case 1 6 5 4 3 2 1 Ga Win) 9.0 9.0 8.5 8.5 8.5 8.5 Cases 2-61 6 1 5 1 4 1 3 1 2 1 1 (5DIA � SvL 3 + 0.25A + E(xA,) (SIDDWS § 4.2.2) Ga Win) 1 6.0 6.0 5.5 1 5.5 5.5 1 5.5 8EAw 1000G, 2W A = 16.50 in' nNAILS = 16 (16d Common) E = 1,600,000 psi YNIII= 11,736.7 lb/in/nail X-Direction Diaphragm Type LVL ( L ) ft I W (ft) plf (v) Case (x ft) Ga Ac (k/in) (i n) 5vL/8EAW (in) YWL/1000G, (i n) 2(xA,)/2W (h 6DIA 6STORY I (in) Simple Span 6 0.00 0.00 0.0 Case 2-6 0.00 6.0 0.0000 0.0000 0.0000 0.00000 0.000 0.000 Simple Span 5 44.00 30.00 199.3 Case 2-6 14.67 6.0 0.0152 0.0134 0.3653 0.00372 0.382 1.629 Simple Span 4 44.00 30.00 239.2 Case 2-6 14.67 5.5 0.0183 0.0161 0.4783 0.00446 0.499 1.247 Simple Span 3 44.00 30.00 179.5 Case 2-6 14.67 5.5 0.0137 0.0121 0.3589 0.00335 0.374 0.748 Simple Span 2 44.00 30.00 119.4 ase - 1 14.67 5.5 0.0091 0.0080 0.2389 1 0.00223 1 0.249 0.374 Simple Span 1 1 44.00 1 30.00 1 59.7 Case 2-61 14.67 5.5 0.0046 1 0.0040 0.1194 0.00111 0.125 1 0.125 - I Base I - I - I - - I - - - I - - - - I - Y-Direction Diaphragm Type LVL L ft ( ) I (ft) ( plf) I Case x (ft) Ga ac (k/in) , (i n) 9.6vL 3 /EAW (in) %VL/1000Ga (in) I(xAc)/2W (ii 6DIA 6STORY (in) Cantilever/Open 6 0.00 0.00 0.0 Case 1 0.00 9.0 0.0000 0.0000 0.0000 0.00000 0.000 0.000 Cantilever/Open 5 30.00 44.00 135.9 Case 1 10.00 9.0 0.0033 0.0303 0.2264 0.00037 0.257 1.068 Cantilever/Open 4 30.00 44.00 163.1 Case 1 10.00 8.5 0.0039 0.0364 0.2878 0.00045 0.325 0.811 Cantilever/Open 3 30.00 44.00 122.4 Case 1 10.00 8.5 0.0030 0.0273 0.2159 0.00034 0.244 0.487 Cantilever/Open 2 30.00 44.00 81.4 Case 1 10.00 8.5 0.0020 0.0182 1 0.00022 0.162 0.243 Cantilever/Open 1 1 30.00 1 44.00 1 40.7 1 Case 1 10.00 85 0.0010 0.0091 .0.1437 1 0.0718 0.000 0.081 Basel - I - I - I - I - - - I - - - Date Printed: 12/30/2019 \\ckc-storage0I\procIuctIon\0pen Projects\1853 - 23326 H�y 99 Apartments\Engineering Data\Engineering Spreadsheets\1853 - Edmonds 99 - Wood Frame Deflections & Drift - 10-10-2019 Job Title: Edmonds Highway 99 Job No.: 1853 Subject: Wood Frame Deflections & Drift Designer: JK Sheet: 2 of 3 Date: 12/30/2019 STRUCTURAL ENGJNEERS Bldg Separation Calculation Wood Frame Shear Wall Deflections (AWC SDPWS Chapter 4.3.2) 4�_ 1-12 4, PRUMV-1 M1 b 4 • All design loads are at working (ASD) Level, typical unless noted otherwise • Evaluation is for condition at North end of building LVL 6 5 4 3 2 1 Aa (in) 0.000 0.050 0.100 0.125 0.150 0.175 8vh3 vh hA, CONSERVATIVE HD MFR DESIGN VALUES DERIVED FROM PREVIOUS COMPARABLE PROJECTS 15SW = + + (SPDWS § 4.3.2) EAb 1000G, b SW 131 P2 P3 P4 P5 PIS G. (k/in) 22 30 37 52 51 51 E = 1,300,000 psi X-Direction Wall Type LVL SW h (ft) b (ft) I v (plf) A 2) (in Ga k/in Aa (in) 8vh 3 /Ea b (i vh/1000G. (in) hAa/b (i n) 5sw (in) 6STORY (in) Party Wall 6 131 0 30 0.0 21 22 0.00 0.00000 0.0000 0.0000 0.000 0.000 Wall 5 Pi 10 30 156.0 21 22 0.05 0.00152 0.0709 0.0167 0.089 0.803 -Party Wa I 1 4 P2 10 30 344.0 31.5 30 0.10 0.00224 0.1147 0.0333 0.150 0.714 -Party Party Wall 3 P3 10 30 484.0 44.625 37 0.13 0.00222 0.1308 0.0417 0.175 0.564 Wa I 1 2 P3 10 30 578.0 50.75 37 0.1 0.00234 0.1562 0.0500 0.209 0.389 -Party Party Wall I I P4 1 10 1 30 1 625.0 64.75 52 0.18 1 0.00198 1 0.1202 0.0583 0.181 0.181 Basel - I - I - I - - - I - I - I - I - I - I - Y-Direction Wall Type LVL SW h (ft) b (ft) I v (plf) A 2) (in Ga k/in Aa (in) 8vh 3 /Eab vh/1000G, hA,/b (i n) (i n) (i n) 6,W (in) 6'ToRY (in) Corridor Wall 6 P1 0 18 0.0 24.75 22 0.00 0.00000 1 0.0000 0.0000 0.000 0.000 Corridor Wall 5 131 10 18 208.0 24.75 22 0.05 0.00287 0.0945 0.0278 0.125 1.013 Corridor Wall 4 P3 10 18 458.0 33 37 0.10 0.00474 0.1238 0.0556 0.184 0.888 Corridor Wall 3 P4 10 18 645.0 41.25 52 0.13 0.00535 0.1240 0.0694 0.199 0.704 Corridor Wall 2 P5 10 18 770.0 49.5 51 0.15 0.00532 0.1510 0.0833 0.240 0.505 Corridor Wall I I IDS 10 18 832.0 60.5 51 0.18 0.00470 0.1631 0.0972 1 0.265 0.265 Basel Date Printed: 12/30/2019 \\ckc-storage01\proc1uct1on\0pen Projects\1853 - 23326 H�y 99 Apart.ents\Engineering Data\Engineering Spreadsheets\1853 - Edmonds 99 - Wood Frame Deflections & Drift - 10-10-2019 Job Title: Edmonds Highway 99 Job No.: 1853 Subject: Wood Frame Deflections & Drift Designer: JK Sheet: 3 of 3 Date: 12/30/2019 STRUCTURAL ENGMEERS Bldg Separation Calculation Wood Frame Story Drift (ASCE 7 Chapter 12.8.6 & 12.12) (ASCE 7 Chapter 12.3.1.3 & SDPWS Chapter 4.2.5) 62 14 0 F2 - 42 L9 61 F1 - LI Structural Separation (ASCE 7 Chapter 12.12.3) 8M - Cd(5.ax IE 6M, = �(6M,)2 + (.SM,)2 * Evaluation is for condition at North end of building le = 1-00 ASCE 7 Table 12.12-1 Allowable Story Drift Category: Cd = 4.0 All other structures A-11 -1- 1 J- Y - I I L %­11 1PIc jp-, 1- LY --) LVL L (ft) x 6e,DIA (ft) 6e,SW (6e,.)ASD (6e,x)LRFD 6� A� A, YAX Drift (%) Status 6 10 60.00 0.000 0.000 0.000 0.000 0.000 0.000 14.40 11.80 0.0% OK 5 10 50.00 1.629 0.803 2.107 2.949 11.797 2.212 12.00 11.80 2.0% OK 4 10 40.00 1.247 0.714 1.712 2.396 9.584 3.076 9.60 9.58 2.0% OK 3 1 10 1 30.00 0.564 1.162 1 1.627 1 6.508 2.655 7.20 6.51 1.8% 1 OK 2 10 20.00 0.374 1 0.389 0.688 0.963 3.853 2.284 4.80 3.85 1.6% OK 1 10 10.00 0.125 1 0.181 0.280 0.392 1.569 1.569 2.40 1.57 1.3% OK Y-Direction Story Drift (Cantilever/Open, Corridor Wall) LVIL L (ft) x (ft) 6e,DIA (in) 6e,SW (in) (6e,x)ASD (in) (6e,x)LRFD (in) 6� (in) A� (in) Aa (in) IA� (in) Drift M Status 6 10 60.00 0.000 0.000 0.000 0.000 0.000 0.000 14.40 11.65 0.0% OK 5 10 50.00 1.068 1.013 2.081 2.914 11.655 2.141 12.00 11.65 1.9% OK 4 10 40.00 0.811 0.888 1.699 2.378 9.514 2.849 9.60 9.51 2.0% OK 3 10 30.00 0.487 0.704 1.190 1.666 6.665 2.477 1 7.20 6.67 1 1.9% 1 OK 2 10 20.00 0.243 0.505 0.748 1.047 4.188 2.250 4.80 4.19 1.7% 0 K 1 10 10.00 0.081 0.265 0.346 0.485 1.938 1.938 2.40 1.94 1.6% 0 K LVIL (6.,x)ASD (6e,x)LRFD I (in) 6M (in) 61VIT I (in) 6 0.000 0.000 0.000 0.000 5 2.107 2.949 11.797 16.683 4 1.712 2.396 9.584 13.554 3 1.190 1.666 6.665 9.426 2 0.748 1.047 4.188 5.923 1 0.346 0.485 1.938 2.741 W Date Printed: 12/30/2019 \\ckc-storage0I\procIuction\0pen Projects\1853 - 23326 H�y 99 Apart.ents\Engineering Data\Engineering Spreadsheets\1853 - Edmonds 99 - Wood Frame Deflections & Drift - 10-10-2019