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170623_Westgate Edmonds - Structural Calcs (Rev 1).pdf
June 23, 2017 STRUCTURAL CALCULATIONS PERMIT CORRECTIONS #1 (Permit Submittal) WESTGATE EDMONDS 10032 Edmonds Way Edmonds, WA 98020 Quantum Job Number: 16369.01 Prepared for: STUDIO MENG STRAZZARA 2001 Western Ave. Suite 200 Seattle, WA 98101 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 Company : Quantum Consulting Engineers June 20, 2017 12:17 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Load Combinations Description Sol...P... S...BLCFa... BLC Factor BLC Fa...BLC Factor BLC Factor B...F......... ... F... B...F... B...F... 1 ASCE ASD 1 Yes Y DL 1 2 ASCE ASD 2 Yes Y DL 1 LL 1 3 ASCE ASD 3 (b)Yes Y DL 1 SL 1 4 ASCE ASD 4 (b)Yes Y DL 1 LL .75 SL .75 5 ASCE ASD 5 (a) (a)Yes Y DL 1 WLX .6 6 ASCE ASD 5 (a) (b)Yes Y DL 1 WLXP1 .6 7 ASCE ASD 5 (a) (c)Yes Y DL 1 WLXP2 .6 8 ASCE ASD 5 (a) (d)Yes Y DL 1 WLZ .6 9 ASCE ASD 5 (a) (e)Yes Y DL 1 WLZP1 .6 10 ASCE ASD 5 (a) (f)Yes Y DL 1 WLZP2 .6 11 ASCE ASD 5 (a) (g)Yes Y DL 1 WLX -.6 12 ASCE ASD 5 (a) (h)Yes Y DL 1 WLXP1 -.6 13 ASCE ASD 5 (a) (i)Yes Y DL 1 WLXP2 -.6 14 ASCE ASD 5 (a) (j)Yes Y DL 1 WLZ -.6 15 ASCE ASD 5 (a) (k)Yes Y DL 1 WLZP1 -.6 16 ASCE ASD 5 (a) (l)Yes Y DL 1 WLZP2 -.6 17 ASCE ASD 6 (a) (a)Yes Y DL 1 WLX .45 LL .75 18 ASCE ASD 6 (a) (b)Yes Y DL 1 WLXP1 .45 LL .75 19 ASCE ASD 6 (a) (c)Yes Y DL 1 WLXP2 .45 LL .75 20 ASCE ASD 6 (a) (d)Yes Y DL 1 WLZ .45 LL .75 21 ASCE ASD 6 (a) (e)Yes Y DL 1 WLZP1 .45 LL .75 22 ASCE ASD 6 (a) (f)Yes Y DL 1 WLZP2 .45 LL .75 23 ASCE ASD 6 (a) (g)Yes Y DL 1 WLX -.45 LL .75 24 ASCE ASD 6 (a) (h)Yes Y DL 1 WLXP1 -.45 LL .75 25 ASCE ASD 6 (a) (i)Yes Y DL 1 WLXP2 -.45 LL .75 26 ASCE ASD 6 (a) (j)Yes Y DL 1 WLZ -.45 LL .75 27 ASCE ASD 6 (a) (k)Yes Y DL 1 WLZP1 -.45 LL .75 28 ASCE ASD 6 (a) (l)Yes Y DL 1 WLZP2 -.45 LL .75 29 ASCE ASD 6 (c) (a)Yes Y DL 1 WLX .45 LL .75 SL .75 30 ASCE ASD 6 (c) (b)Yes Y DL 1 WLXP1 .45 LL .75 SL .75 31 ASCE ASD 6 (c) (c)Yes Y DL 1 WLXP2 .45 LL .75 SL .75 32 ASCE ASD 6 (c) (d)Yes Y DL 1 WLZ .45 LL .75 SL .75 33 ASCE ASD 6 (c) (e)Yes Y DL 1 WLZP1 .45 LL .75 SL .75 34 ASCE ASD 6 (c) (f)Yes Y DL 1 WLZP2 .45 LL .75 SL .75 35 ASCE ASD 6 (c) (g)Yes Y DL 1 WLX -.45 LL .75 SL .75 36 ASCE ASD 6 (c) (h)Yes Y DL 1 WLXP1 -.45 LL .75 SL .75 37 ASCE ASD 6 (c) (i)Yes Y DL 1 WLXP2 -.45 LL .75 SL .75 38 ASCE ASD 6 (c) (j)Yes Y DL 1 WLZ -.45 LL .75 SL .75 39 ASCE ASD 6 (c) (k)Yes Y DL 1 WLZP1 -.45 LL .75 SL .75 40 ASCE ASD 6 (c) (l)Yes Y DL 1 WLZP2 -.45 LL .75 SL .75 41 ASCE ASD 7 (a)Yes Y DL .6 WLX .6 42 ASCE ASD 7 (b)Yes Y DL .6 WLXP1 .6 43 ASCE ASD 7 (c)Yes Y DL .6 WLXP2 .6 44 ASCE ASD 7 (d)Yes Y DL .6 WLZ .6 45 ASCE ASD 7 (e)Yes Y DL .6 WLZP1 .6 46 ASCE ASD 7 (f)Yes Y DL .6 WLZP2 .6 47 ASCE ASD 7 (g)Yes Y DL .6 WLX -.6 48 ASCE ASD 7 (h)Yes Y DL .6 WLXP1 -.6 49 ASCE ASD 7 (i)Yes Y DL .6 WLXP2 -.6 50 ASCE ASD 7 (j)Yes Y DL .6 WLZ -.6 51 ASCE ASD 7 (k)Yes Y DL .6 WLZP1 -.6 52 ASCE ASD 7 (l)Yes Y DL .6 WLZP2 -.6 53 ASCE ASD 5 (b) (a)Yes Y DL 1 Sds*DL .14 ELX .7 54 ASCE ASD 5 (b) (b)Yes Y DL 1 Sds*DL .14 ELX+Z .7 55 ASCE ASD 5 (b) (c)Yes Y DL 1 Sds*DL .14 ELX-Z .7 56 ASCE ASD 5 (b) (d)Yes Y DL 1 Sds*DL .14 ELZ .7 1 Company : Quantum Consulting Engineers June 20, 2017 12:17 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Load Combinations (Continued) Description Sol...P... S...BLCFa... BLC Factor BLC Fa...BLC Factor BLC Factor B...F......... ... F... B...F... B...F... 57 ASCE ASD 5 (b) (e)Yes Y DL 1 Sds*DL .14 ELZ+X .7 58 ASCE ASD 5 (b) (f)Yes Y DL 1 Sds*DL .14 ELZ-X .7 59 ASCE ASD 5 (b) (g)Yes Y DL 1 Sds*DL .14 ELX -.7 60 ASCE ASD 5 (b) (h)Yes Y DL 1 Sds*DL .14 ELX+Z -.7 61 ASCE ASD 5 (b) (i)Yes Y DL 1 Sds*DL .14 ELX-Z -.7 62 ASCE ASD 5 (b) (j)Yes Y DL 1 Sds*DL .14 ELZ -.7 63 ASCE ASD 5 (b) (k)Yes Y DL 1 Sds*DL .14 ELZ+X -.7 64 ASCE ASD 5 (b) (l)Yes Y DL 1 Sds*DL .14 ELZ-X -.7 65 ASCE ASD 6 (b) (a)Yes Y DL 1 Sds*DL .105 ELX .525 LL .75 66 ASCE ASD 6 (b) (b)Yes Y DL 1 Sds*DL .105 ELX+Z .525 LL .75 67 ASCE ASD 6 (b) (c)Yes Y DL 1 Sds*DL .105 ELX-Z .525 LL .75 68 ASCE ASD 6 (b) (d)Yes Y DL 1 Sds*DL .105 ELZ .525 LL .75 69 ASCE ASD 6 (b) (e)Yes Y DL 1 Sds*DL .105 ELZ+X .525 LL .75 70 ASCE ASD 6 (b) (f)Yes Y DL 1 Sds*DL .105 ELZ-X .525 LL .75 71 ASCE ASD 6 (b) (g)Yes Y DL 1 Sds*DL .105 ELX -.5...LL .75 72 ASCE ASD 6 (b) (h)Yes Y DL 1 Sds*DL .105 ELX+Z -.5...LL .75 73 ASCE ASD 6 (b) (i)Yes Y DL 1 Sds*DL .105 ELX-Z -.5...LL .75 74 ASCE ASD 6 (b) (j)Yes Y DL 1 Sds*DL .105 ELZ -.5...LL .75 75 ASCE ASD 6 (b) (k)Yes Y DL 1 Sds*DL .105 ELZ+X -.5...LL .75 76 ASCE ASD 6 (b) (l)Yes Y DL 1 Sds*DL .105 ELZ-X -.5...LL .75 77 ASCE ASD 6 (d) (a)Yes Y DL 1 Sds*DL .105 ELX .525 LL .75 SL .75 78 ASCE ASD 6 (d) (b)Yes Y DL 1 Sds*DL .105 ELX+Z .525 LL .75 SL .75 79 ASCE ASD 6 (d) (c)Yes Y DL 1 Sds*DL .105 ELX-Z .525 LL .75 SL .75 80 ASCE ASD 6 (d) (d)Yes Y DL 1 Sds*DL .105 ELZ .525 LL .75 SL .75 81 ASCE ASD 6 (d) (e)Yes Y DL 1 Sds*DL .105 ELZ+X .525 LL .75 SL .75 82 ASCE ASD 6 (d) (f)Yes Y DL 1 Sds*DL .105 ELZ-X .525 LL .75 SL .75 83 ASCE ASD 6 (d) (g)Yes Y DL 1 Sds*DL .105 ELX -.5...LL .75 SL .75 84 ASCE ASD 6 (d) (h)Yes Y DL 1 Sds*DL .105 ELX+Z -.5...LL .75 SL .75 85 ASCE ASD 6 (d) (i)Yes Y DL 1 Sds*DL .105 ELX-Z -.5...LL .75 SL .75 86 ASCE ASD 6 (d) (j)Yes Y DL 1 Sds*DL .105 ELZ -.5...LL .75 SL .75 87 ASCE ASD 6 (d) (k)Yes Y DL 1 Sds*DL .105 ELZ+X -.5...LL .75 SL .75 88 ASCE ASD 6 (d) (l)Yes Y DL 1 Sds*DL .105 ELZ-X -.5...LL .75 SL .75 89 ASCE ASD 8 (a)Yes Y DL .6 Sds*DL -.14 ELX .7 90 ASCE ASD 8 (b)Yes Y DL .6 Sds*DL -.14 ELX+Z .7 91 ASCE ASD 8 (c)Yes Y DL .6 Sds*DL -.14 ELX-Z .7 92 ASCE ASD 8 (d)Yes Y DL .6 Sds*DL -.14 ELZ .7 93 ASCE ASD 8 (e)Yes Y DL .6 Sds*DL -.14 ELZ+X .7 94 ASCE ASD 8 (f)Yes Y DL .6 Sds*DL -.14 ELZ-X .7 95 ASCE ASD 8 (g)Yes Y DL .6 Sds*DL -.14 ELX -.7 96 ASCE ASD 8 (h)Yes Y DL .6 Sds*DL -.14 ELX+Z -.7 97 ASCE ASD 8 (i)Yes Y DL .6 Sds*DL -.14 ELX-Z -.7 98 ASCE ASD 8 (j)Yes Y DL .6 Sds*DL -.14 ELZ -.7 99 ASCE ASD 8 (k)Yes Y DL .6 Sds*DL -.14 ELZ+X -.7 100 ASCE ASD 8 (l)Yes Y DL .6 Sds*DL -.14 ELZ-X -.7 101 Seismic (z-dir.)Y ELZ 1 102 Seismic (x-dir.)Y ELX 1 103 IBC 16-12 (b) (a)Yes Y DL 1 Sds*DL .14 ELX .7 ELZ .21 104 IBC 16-12 (b) (b)Yes Y DL 1 Sds*DL .14 ELX+Z .7 ELZ .21 105 IBC 16-12 (b) (c)Yes Y DL 1 Sds*DL .14 ELX-Z .7 ELZ .21 106 IBC 16-12 (b) (d)Yes Y DL 1 Sds*DL .14 ELZ .7 ELX .21 107 IBC 16-12 (b) (e)Yes Y DL 1 Sds*DL .14 ELZ+X .7 ELX .21 108 IBC 16-12 (b) (f)Yes Y DL 1 Sds*DL .14 ELZ-X .7 ELX .21 109 IBC 16-12 (b) (g)Yes Y DL 1 Sds*DL .14 ELX .7 ELZ -.21 110 IBC 16-12 (b) (h)Yes Y DL 1 Sds*DL .14 ELX+Z .7 ELZ -.21 111 IBC 16-12 (b) (i)Yes Y DL 1 Sds*DL .14 ELX-Z .7 ELZ -.21 112 IBC 16-12 (b) (j)Yes Y DL 1 Sds*DL .14 ELZ .7 ELX -.21 113 IBC 16-12 (b) (k)Yes Y DL 1 Sds*DL .14 ELZ+X .7 ELX -.21 2 Company : Quantum Consulting Engineers June 20, 2017 12:17 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Load Combinations (Continued) Description Sol...P... S...BLCFa... BLC Factor BLC Fa...BLC Factor BLC Factor B...F......... ... F... B...F... B...F... 114 IBC 16-12 (b) (l)Yes Y DL 1 Sds*DL .14 ELZ-X .7 ELX -.21 115 IBC 16-12 (b) (m)Yes Y DL 1 Sds*DL .14 ELX -.7 ELZ -.21 116 IBC 16-12 (b) (n)Yes Y DL 1 Sds*DL .14 ELX+Z -.7 ELZ -.21 117 IBC 16-12 (b) (o)Yes Y DL 1 Sds*DL .14 ELX-Z -.7 ELZ -.21 118 IBC 16-12 (b) (p)Yes Y DL 1 Sds*DL .14 ELZ -.7 ELX -.21 119 IBC 16-12 (b) (q)Yes Y DL 1 Sds*DL .14 ELZ+X -.7 ELX -.21 120 IBC 16-12 (b) (r)Yes Y DL 1 Sds*DL .14 ELZ-X -.7 ELX -.21 121 IBC 16-12 (b) (s)Yes Y DL 1 Sds*DL .14 ELX -.7 ELZ .21 122 IBC 16-12 (b) (t)Yes Y DL 1 Sds*DL .14 ELX+Z -.7 ELZ .21 123 IBC 16-12 (b) (u)Yes Y DL 1 Sds*DL .14 ELX-Z -.7 ELZ .21 124 IBC 16-12 (b) (v)Yes Y DL 1 Sds*DL .14 ELZ -.7 ELX .21 125 IBC 16-12 (b) (w)Yes Y DL 1 Sds*DL .14 ELZ+X -.7 ELX .21 126 IBC 16-12 (b) (x)Yes Y DL 1 Sds*DL .14 ELZ-X -.7 ELX .21 127 IBC 16-14 (a) (a)Yes Y DL 1 Sds*DL .105 ELX .525 ELZ .158 LL .75 L....... 128 IBC 16-14 (a) (b)Yes Y DL 1 Sds*DL .105 ELX+Z .525 ELZ .158 LL .75 L....... 129 IBC 16-14 (a) (c)Yes Y DL 1 Sds*DL .105 ELX-Z .525 ELZ .158 LL .75 L....... 130 IBC 16-14 (a) (d)Yes Y DL 1 Sds*DL .105 ELZ .525 ELX .158 LL .75 L....... 131 IBC 16-14 (a) (e)Yes Y DL 1 Sds*DL .105 ELZ+X .525 ELX .158 LL .75 L....... 132 IBC 16-14 (a) (f)Yes Y DL 1 Sds*DL .105 ELZ-X .525 ELX .158 LL .75 L....... 133 IBC 16-14 (a) (g)Yes Y DL 1 Sds*DL .105 ELX .525 ELZ -.158 LL .75 L....... 134 IBC 16-14 (a) (h)Yes Y DL 1 Sds*DL .105 ELX+Z .525 ELZ -.158 LL .75 L....... 135 IBC 16-14 (a) (i)Yes Y DL 1 Sds*DL .105 ELX-Z .525 ELZ -.158 LL .75 L....... 136 IBC 16-14 (a) (j)Yes Y DL 1 Sds*DL .105 ELZ .525 ELX -.158 LL .75 L....... 137 IBC 16-14 (a) (k)Yes Y DL 1 Sds*DL .105 ELZ+X .525 ELX -.158 LL .75 L....... 138 IBC 16-14 (a) (l)Yes Y DL 1 Sds*DL .105 ELZ-X .525 ELX -.158 LL .75 L....... 139 IBC 16-14 (a) (m)Yes Y DL 1 Sds*DL .105 ELX -.5...ELZ -.158 LL .75 L....... 140 IBC 16-14 (a) (n)Yes Y DL 1 Sds*DL .105 ELX+Z -.5...ELZ -.158 LL .75 L....... 141 IBC 16-14 (a) (o)Yes Y DL 1 Sds*DL .105 ELX-Z -.5...ELZ -.158 LL .75 L....... 142 IBC 16-14 (a) (p)Yes Y DL 1 Sds*DL .105 ELZ -.5...ELX -.158 LL .75 L....... 143 IBC 16-14 (a) (q)Yes Y DL 1 Sds*DL .105 ELZ+X -.5...ELX -.158 LL .75 L....... 144 IBC 16-14 (a) (r)Yes Y DL 1 Sds*DL .105 ELZ-X -.5...ELX -.158 LL .75 L....... 145 IBC 16-14 (a) (s)Yes Y DL 1 Sds*DL .105 ELX -.5...ELZ .158 LL .75 L....... 146 IBC 16-14 (a) (t)Yes Y DL 1 Sds*DL .105 ELX+Z -.5...ELZ .158 LL .75 L....... 147 IBC 16-14 (a) (u)Yes Y DL 1 Sds*DL .105 ELX-Z -.5...ELZ .158 LL .75 L....... 148 IBC 16-14 (a) (v)Yes Y DL 1 Sds*DL .105 ELZ -.5...ELX .158 LL .75 L....... 149 IBC 16-14 (a) (w)Yes Y DL 1 Sds*DL .105 ELZ+X -.5...ELX .158 LL .75 L....... 150 IBC 16-14 (a) (x)Yes Y DL 1 Sds*DL .105 ELZ-X -.5...ELX .158 LL .75 L....... 151 IBC 16-14 (b) (a)Yes Y DL 1 Sds*DL .105 ELX .525 ELZ .158 LL .75 L..................75 152 IBC 16-14 (b) (b)Yes Y DL 1 Sds*DL .105 ELX+Z .525 ELZ .158 LL .75 L..................75 153 IBC 16-14 (b) (c)Yes Y DL 1 Sds*DL .105 ELX-Z .525 ELZ .158 LL .75 L..................75 154 IBC 16-14 (b) (d)Yes Y DL 1 Sds*DL .105 ELZ .525 ELX .158 LL .75 L..................75 155 IBC 16-14 (b) (e)Yes Y DL 1 Sds*DL .105 ELZ+X .525 ELX .158 LL .75 L..................75 156 IBC 16-14 (b) (f)Yes Y DL 1 Sds*DL .105 ELZ-X .525 ELX .158 LL .75 L..................75 157 IBC 16-14 (b) (g)Yes Y DL 1 Sds*DL .105 ELX .525 ELZ -.158 LL .75 L..................75 158 IBC 16-14 (b) (h)Yes Y DL 1 Sds*DL .105 ELX+Z .525 ELZ -.158 LL .75 L..................75 159 IBC 16-14 (b) (i)Yes Y DL 1 Sds*DL .105 ELX-Z .525 ELZ -.158 LL .75 L..................75 160 IBC 16-14 (b) (j)Yes Y DL 1 Sds*DL .105 ELZ .525 ELX -.158 LL .75 L..................75 161 IBC 16-14 (b) (k)Yes Y DL 1 Sds*DL .105 ELZ+X .525 ELX -.158 LL .75 L..................75 162 IBC 16-14 (b) (l)Yes Y DL 1 Sds*DL .105 ELZ-X .525 ELX -.158 LL .75 L..................75 163 IBC 16-14 (b) (m)Yes Y DL 1 Sds*DL .105 ELX -.5...ELZ -.158 LL .75 L..................75 164 IBC 16-14 (b) (n)Yes Y DL 1 Sds*DL .105 ELX+Z -.5...ELZ -.158 LL .75 L..................75 165 IBC 16-14 (b) (o)Yes Y DL 1 Sds*DL .105 ELX-Z -.5...ELZ -.158 LL .75 L..................75 166 IBC 16-14 (b) (p)Yes Y DL 1 Sds*DL .105 ELZ -.5...ELX -.158 LL .75 L..................75 167 IBC 16-14 (b) (q)Yes Y DL 1 Sds*DL .105 ELZ+X -.5...ELX -.158 LL .75 L..................75 168 IBC 16-14 (b) (r)Yes Y DL 1 Sds*DL .105 ELZ-X -.5...ELX -.158 LL .75 L..................75 169 IBC 16-14 (b) (s)Yes Y DL 1 Sds*DL .105 ELX -.5...ELZ .158 LL .75 L..................75 170 IBC 16-14 (b) (t)Yes Y DL 1 Sds*DL .105 ELX+Z -.5...ELZ .158 LL .75 L..................75 3 Company : Quantum Consulting Engineers June 20, 2017 12:17 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Load Combinations (Continued) Description Sol...P... S...BLCFa... BLC Factor BLC Fa...BLC Factor BLC Factor B...F......... ... F... B...F... B...F... 171 IBC 16-14 (b) (u)Yes Y DL 1 Sds*DL .105 ELX-Z -.5...ELZ .158 LL .75 L..................75 172 IBC 16-14 (b) (v)Yes Y DL 1 Sds*DL .105 ELZ -.5...ELX .158 LL .75 L..................75 173 IBC 16-14 (b) (w)Yes Y DL 1 Sds*DL .105 ELZ+X -.5...ELX .158 LL .75 L..................75 174 IBC 16-14 (b) (x)Yes Y DL 1 Sds*DL .105 ELZ-X -.5...ELX .158 LL .75 L..................75 175 IBC 16-16 (a)Yes Y DL .6 Sds*DL -.14 ELX .7 ELZ .21 176 IBC 16-16 (b)Yes Y DL .6 Sds*DL -.14 ELX+Z .7 ELZ .21 177 IBC 16-16 (c)Yes Y DL .6 Sds*DL -.14 ELX-Z .7 ELZ .21 178 IBC 16-16 (d)Yes Y DL .6 Sds*DL -.14 ELZ .7 ELX .21 179 IBC 16-16 (e)Yes Y DL .6 Sds*DL -.14 ELZ+X .7 ELX .21 180 IBC 16-16 (f)Yes Y DL .6 Sds*DL -.14 ELZ-X .7 ELX .21 181 IBC 16-16 (g)Yes Y DL .6 Sds*DL -.14 ELX .7 ELZ -.21 182 IBC 16-16 (h)Yes Y DL .6 Sds*DL -.14 ELX+Z .7 ELZ -.21 183 IBC 16-16 (i)Yes Y DL .6 Sds*DL -.14 ELX-Z .7 ELZ -.21 184 IBC 16-16 (j)Yes Y DL .6 Sds*DL -.14 ELZ .7 ELX -.21 185 IBC 16-16 (k)Yes Y DL .6 Sds*DL -.14 ELZ+X .7 ELX -.21 186 IBC 16-16 (l)Yes Y DL .6 Sds*DL -.14 ELZ-X .7 ELX -.21 187 IBC 16-16 (m)Yes Y DL .6 Sds*DL -.14 ELX -.7 ELZ -.21 188 IBC 16-16 (n)Yes Y DL .6 Sds*DL -.14 ELX+Z -.7 ELZ -.21 189 IBC 16-16 (o)Yes Y DL .6 Sds*DL -.14 ELX-Z -.7 ELZ -.21 190 IBC 16-16 (p)Yes Y DL .6 Sds*DL -.14 ELZ -.7 ELX -.21 191 IBC 16-16 (q)Yes Y DL .6 Sds*DL -.14 ELZ+X -.7 ELX -.21 192 IBC 16-16 (r)Yes Y DL .6 Sds*DL -.14 ELZ-X -.7 ELX -.21 193 IBC 16-16 (s)Yes Y DL .6 Sds*DL -.14 ELX -.7 ELZ .21 194 IBC 16-16 (t)Yes Y DL .6 Sds*DL -.14 ELX+Z -.7 ELZ .21 195 IBC 16-16 (u)Yes Y DL .6 Sds*DL -.14 ELX-Z -.7 ELZ .21 196 IBC 16-16 (v)Yes Y DL .6 Sds*DL -.14 ELZ -.7 ELX .21 197 IBC 16-16 (w)Yes Y DL .6 Sds*DL -.14 ELZ+X -.7 ELX .21 198 IBC 16-16 (x)Yes Y DL .6 Sds*DL -.14 ELZ-X -.7 ELX .21 Wood Wall Panel In Plane Code Checks (AWC NDS-15: ASD) Wall Panel Shear Panel Label Region Shear CheckShear Forc... Gov LC Hold-Down ...Tension Ch...Tie-Dow... Gov LC 1 SW62-2 RS_15/32_10d@3 R1 .66 .396 125 HDU8-SDS....994 5.628 185 2 SW67-2 RS_15/32_10d@3 R1 .707 .424 123 HDU11-SD....888 6.098 183 3 SW59-2 RS_15/32_10d@3 R1 .648 .389 113 HDU8-SDS....908 5.146 197 4 SW69-2 RS_15/32_10d@3 R1 .79 .474 111 HDU8-SDS....905 5.126 195 5 SW32-2 RS_15/32_10d@3 R1 .707 .424 119 HDU11-SD....88 7.083 185 6 SW33-2 RS_15/32_10d@3 R1 .695 .417 105 HDU8-SDS....954 4.107 177 7 SW34-2 RS_15/32_10d@3 R1 .648 .389 105 HDU8-SDS....892 5.052 179 8 SW35-2 RS_15/32_10d@3 R1 .639 .384 117 HDU8-SDS....958 5.426 189 9 SW37-2 RS_15/32_10d@3 R1 .588 .353 107 HDU8-SDS....91 5.155 191 10 SW36-2 RS_15/32_10d@3 R1 .599 .359 107 HDU8-SDS....895 4.49 177 11 SW39-2 RS_15/32_10d@3 R1 .613 .368 108 HDU5-SDS....817 3.321 180 12 SW40-2 RS_15/32_10d@3 R1 .657 .394 122 HDU11-SD....828 5.686 182 13 SW41-2 RS_15/32_10d@3 R1 .676 .406 122 HDU5-SDS....927 3.769 194 14 SW42-2 RS_15/32_10d@3 R1 .664 .398 122 HDU8-SDS....957 4.804 194 15 SW44-2 RS_15/32_10d@3 R1 .712 .427 110 HDU8-SDS....973 4.187 188 16 SW45-2 RS_15/32_10d@3 R1 .692 .415 116 HDU8-SDS....916 5.189 96 17 SW49-2 RS_15/32_10d@3 R1 .687 .412 104 HDU11-SD....869 5.964 188 18 SW54-2 RS_15/32_10d@3 R1 .588 .353 120 HDU8-SDS....891 5.045 180 19 SW48-2 RS_15/32_10d@3 R1 .681 .409 122 HDU11-SD....847 5.812 182 20 SW55-2 RS_15/32_10d@3 R1 .653 .392 126 HDU11-SD....842 5.78 186 21 SW57-2 RS_15/32_10d@3 R1 .737 .442 114 HDU8-SDS....969 4.866 198 22 SW61-2 RS_15/32_10d@3 R1 .57 .342 125 HDU5-SDS....854 3.472 197 23 SW60-2 RS_15/32_10d@3 R1 .609 .365 107 HDU8-SDS....923 5.227 197 24 SW31-2 RS_15/32_10d@3 R1 .651 .391 125 HDU11-SD....894 6.138 197 4 Company : Quantum Consulting Engineers June 20, 2017 12:17 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel In Plane Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Shear Panel Label Region Shear CheckShear Forc... Gov LC Hold-Down ...Tension Ch...Tie-Dow... Gov LC 25 SW14-2 RS_15/32_10d@3 R1 .602 .361 111 HDU11-SD....889 6.102 189 26 SW13-2 RS_15/32_10d@3 R1 .533 .32 114 HDU11-SD....837 5.745 198 27 SW12-2 RS_15/32_10d@3 R1 .6 .36 114 HDU11-SD....955 7.684 195 28 SW03-2 RS_15/32_10d@3 R1 .594 .356 114 HDU11-SD....945 7.601 183 29 SW04-2 RS_15/32_10d@3 R1 .548 .329 126 HDU11-SD....962 6.604 186 30 SW11-2 RS_15/32_10d@3 R1 .6 .36 126 HDU11-SD....978 7.87 198 31 SW10-2 RS_15/32_10d@3 R1 .537 .322 111 HDU8-SDS....978 5.542 195 32 SW22-2 RS_15/32_10d@3 R1 .644 .386 123 HDU11-SD....934 6.413 195 33 SW38-2 RS_15/32_10d@3 R1 .518 .311 104 HDU8-SDS....918 5.202 176 34 SW05-2 RS_15/32_10d@3 R1 .668 .401 114 HDU11-SD....994 6.822 180 35 SW09-2 RS_15/32_10d@3 R1 .653 .392 114 HDU11-SD....902 7.255 198 36 SW06-2 RS_15/32_10d@3 R1 .65 .39 114 HDU11-SD....937 7.534 198 37 SW08-2 RS_15/32_10d@3 R1 .653 .392 126 HDU11-SD....904 7.27 186 38 SW07-2 RS_15/32_10d@3 R1 .589 .353 114 HDU11-SD....901 6.185 198 39 SW43-2 RS_15/32_10d@3 R1 .653 .392 104 HDU8-SDS....891 5.049 176 40 SW29-2 RS_15/32_10d@3 R1 .624 .375 120 HDU8-SDS....927 4.652 185 41 SW47-2 RS_15/32_10d@3 R1 .579 .348 104 HDU5-SDS....891 3.622 176 42 SW46-2 RS_15/32_10d@3 R1 .585 .351 122 HDU4-SDS....923 3.031 194 43 SW15-2 RS_15/32_10d@3 R1 .462 .277 111 HDU8-SDS....936 4.699 186 44 SW16-2 RS_15/32_10d@3 R1 .462 .277 123 HDU8-SDS....939 4.715 198 45 SW17-2 RS_15/32_10d@3 R1 .538 .323 114 HDU11-SD....957 6.568 198 46 SW19-2 RS_15/32_10d@3 R1 .54 .324 111 HDU11-SD....946 6.492 186 47 SW21-2 RS_15/32_10d@3 R1 .462 .277 111 HDU8-SDS....937 4.706 186 48 SW23-2 RS_15/32_10d@3 R1 .465 .279 123 HDU8-SDS....966 4.851 198 49 SW18-2 RS_15/32_10d@3 R1 .516 .31 114 HDU11-SD....907 6.227 198 50 SW20-2 RS_15/32_10d@3 R1 .515 .309 126 HDU11-SD....905 6.214 186 51 SW26-2 RS_15/32_10d@3 R1 .471 .283 114 HDU8-SDS....952 4.778 198 52 SW27-2 RS_15/32_10d@3 R1 .469 .281 126 HDU8-SDS....95 4.771 186 53 SW24-2 RS_15/32_10d@3 R1 .499 .3 114 HDU8-SDS....891 5.049 198 54 SW25-2 RS_15/32_10d@3 R1 .503 .302 126 HDU8-SDS....905 5.128 186 55 SW28-2 RS_15/32_10d@3 R1 .503 .302 114 HDU8-SDS....907 5.141 198 56 SW30-2 RS_15/32_10d@3 R1 .503 .302 126 HDU8-SDS....905 5.128 186 57 SW02-2 RS_15/32_10d@3 R1 .445 .267 126 HDU5-SDS....863 3.508 186 58 SW01-2 RS_15/32_10d@3 R1 .695 .417 123 HDU8-SDS....945 4.742 177 59 SW68-2 RS_15/32_10d@3 R1 .817 .49 111 HDU11-SD....884 7.109 195 60 SW70-2 RS_15/32_10d@3 R1 .753 .452 123 HDU11-SD....968 6.645 195 61 SW63-2 RS_15/32_10d@3 R1 .532 .319 119 HDU4-SDS....812 2.667 185 62 SW65-2 RS_15/32_10d@3 R1 .469 .281 119 HDU2-SDS....81 1.794 185 63 SW66-2 RS_15/32_10d@3 R1 .529 .318 107 HDU4-SDS....88 2.889 197 64 SW50-2 RS_15/32_10d@3 R1 .563 .338 116 HDU4-SDS....816 2.68 176 65 SW51-2 RS_15/32_10d@3 R1 .488 .293 104 HDU2-SDS....63 1.394 188 66 SW52-2 RS_15/32_10d@3 R1 .491 .294 116 HDU2-SDS....626 1.388 176 67 SW53-2 RS_15/32_10d@3 R1 .561 .337 104 HDU4-SDS....828 2.72 188 68 SW58-2 RS_15/32_10d@3 R1 .71 .426 114 HDU11-SD....898 6.163 198 69 SW56-2 RS_15/32_10d@3 R1 .761 .457 114 HDU11-SD....864 6.951 198 70 SW64-2 RS_15/32_10d@3 R1 .467 .28 107 HDU2-SDS....702 1.555 197 71 SW62-3 RS_15/32_10d@4 R1 .764 .352 125 NC NC 2.29 185 72 SW67-3 RS_15/32_10d@4 R1 .72 .331 123 NC NC 1.978 183 73 SW59-3 RS_15/32_10d@4 R1 .719 .331 113 NC NC 2.074 197 74 SW69-3 RS_15/32_10d@4 R1 .868 .399 111 NC NC 2.088 183 75 SW32-3 RS_15/32_10d@4 R1 .826 .38 125 NC NC 4.019 185 76 SW33-3 RS_15/32_10d@4 R1 .735 .338 105 NC NC 1.899 177 77 SW34-3 RS_15/32_10d@4 R1 .691 .318 105 NC NC 2.662 179 78 SW35-3 RS_15/32_10d@4 R1 .667 .307 117 NC NC 2.741 189 79 SW37-3 RS_15/32_10d@4 R1 .651 .299 107 NC NC 2.761 191 80 SW36-3 RS_15/32_10d@4 R1 .662 .305 107 NC NC 2.227 177 81 SW39-3 RS_15/32_10d@4 R1 .679 .312 108 NC NC 1.592 180 5 Company : Quantum Consulting Engineers June 20, 2017 12:17 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel In Plane Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Shear Panel Label Region Shear CheckShear Forc... Gov LC Hold-Down ...Tension Ch...Tie-Dow... Gov LC 82 SW40-3 RS_15/32_10d@4 R1 .722 .332 122 NC NC 2.928 182 83 SW41-3 RS_15/32_10d@4 R1 .769 .354 122 NC NC 2.008 194 84 SW42-3 RS_15/32_10d@4 R1 .72 .331 122 NC NC 2.484 194 85 SW44-3 RS_15/32_10d@4 R1 .823 .379 110 NC NC 1.584 188 86 SW45-3 RS_15/32_10d@4 R1 .752 .346 122 NC NC 2.718 194 87 SW49-3 RS_15/32_10d@4 R1 .764 .352 104 NC NC 2.423 188 88 SW54-3 RS_15/32_10d@4 R1 .66 .304 120 NC NC 1.718 180 89 SW48-3 RS_15/32_10d@4 R1 .779 .358 122 NC NC 2.362 182 90 SW55-3 RS_15/32_10d@4 R1 .716 .329 126 NC NC 1.998 186 91 SW57-3 RS_15/32_10d@4 R1 .86 .396 114 NC NC 2.12 198 92 SW61-3 RS_15/32_10d@4 R1 .567 .261 125 NC NC 1.33 197 93 SW60-3 RS_15/32_10d@4 R1 .605 .278 119 NC NC 2.015 197 94 SW31-3 RS_15/32_10d@4 R1 .713 .328 125 NC NC 3.012 197 95 SW14-3 RS_15/32_10d@4 R1 .519 .239 105 NC NC 2.46 189 96 SW13-3 RS_15/32_10d@4 R1 .521 .24 114 NC NC 2.563 198 97 SW12-3 RS_15/32_10d@4 R1 .599 .276 114 NC NC 3.872 198 98 SW03-3 RS_15/32_10d@4 R1 .597 .275 114 NC NC 3.893 186 99 SW04-3 RS_15/32_10d@4 R1 .534 .246 126 NC NC 3.096 186 100 SW11-3 RS_15/32_10d@4 R1 .599 .276 126 NC NC 4.05 198 101 SW10-3 RS_15/32_10d@4 R1 .513 .236 111 NC NC 2.371 195 102 SW22-3 RS_15/32_10d@4 R1 .74 .34 123 NC NC 3.562 195 103 SW38-3 RS_15/32_10d@4 R1 .519 .239 104 NC NC 2.467 176 104 SW05-3 RS_15/32_10d@4 R1 .711 .327 114 NC NC 3.558 180 105 SW09-3 RS_15/32_10d@4 R1 .647 .298 114 NC NC 3.683 198 106 SW06-3 RS_15/32_10d@4 R1 .658 .303 114 NC NC 3.814 198 107 SW08-3 RS_15/32_10d@4 R1 .646 .297 126 NC NC 3.692 186 108 SW07-3 RS_15/32_10d@4 R1 .589 .271 114 NC NC 2.735 198 109 SW43-3 RS_15/32_10d@4 R1 .7 .322 104 NC NC 2.566 176 110 SW29-3 RS_15/32_10d@4 R1 .709 .326 120 NC NC 2.389 185 111 SW47-3 RS_15/32_10d@4 R1 .545 .251 152 NC NC 1.12 176 112 SW46-3 RS_15/32_10d@4 R1 .632 .291 170 NC NC .848 194 113 SW15-3 RS_15/32_10d@4 R1 .308 .142 126 NC NC 1.599 186 114 SW16-3 RS_15/32_10d@4 R1 .309 .142 114 NC NC 1.612 198 115 SW17-3 RS_15/32_10d@4 R1 .501 .23 114 NC NC 3.04 198 116 SW19-3 RS_15/32_10d@4 R1 .497 .228 126 NC NC 2.979 186 117 SW21-3 RS_15/32_10d@4 R1 .309 .142 126 NC NC 1.605 186 118 SW23-3 RS_15/32_10d@4 R1 .323 .148 114 NC NC 1.749 198 119 SW18-3 RS_15/32_10d@4 R1 .489 .225 114 NC NC 2.885 198 120 SW20-3 RS_15/32_10d@4 R1 .485 .223 126 NC NC 2.875 186 121 SW26-3 RS_15/32_10d@4 R1 .319 .147 114 NC NC 1.6 198 122 SW27-3 RS_15/32_10d@4 R1 .31 .143 126 NC NC 1.594 186 123 SW24-3 RS_15/32_10d@4 R1 .338 .156 114 NC NC 1.707 198 124 SW25-3 RS_15/32_10d@4 R1 .341 .157 126 NC NC 1.77 198 125 SW28-3 RS_15/32_10d@4 R1 .343 .158 114 NC NC 1.776 198 126 SW30-3 RS_15/32_10d@4 R1 .341 .157 126 NC NC 1.77 198 127 SW02-3 RS_15/32_10d@4 R1 .324 .149 126 NC NC 1.032 186 128 SW01-3 RS_15/32_10d@4 R1 .725 .334 123 NC NC 2.166 186 129 SW68-3 RS_15/32_10d@4 R1 .91 .419 111 NC NC 3.861 195 130 SW70-3 RS_15/32_10d@4 R1 .831 .382 111 NC NC 3.763 195 131 SW63-3 RS_15/32_10d@4 R1 .496 .228 173 NC NC .577 185 132 SW65-3 RS_15/32_10d@4 R1 .551 .253 173 NC NC NC NC 133 SW66-3 RS_15/32_10d@4 R1 .475 .219 161 NC NC .68 197 134 SW50-3 RS_15/32_10d@4 R1 .554 .255 164 NC NC .387 176 135 SW51-3 RS_15/32_10d@4 R1 .737 .339 152 NC NC NC NC 136 SW52-3 RS_15/32_10d@4 R1 .764 .352 164 NC NC NC NC 137 SW53-3 RS_15/32_10d@4 R1 .532 .245 152 NC NC .414 188 138 SW58-3 RS_15/32_10d@4 R1 .836 .385 114 NC NC 3.553 198 6 Company : Quantum Consulting Engineers June 20, 2017 12:17 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel In Plane Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Shear Panel Label Region Shear CheckShear Forc... Gov LC Hold-Down ...Tension Ch...Tie-Dow... Gov LC 139 SW56-3 RS_15/32_10d@4 R1 .899 .413 114 NC NC 4.015 198 140 SW64-3 RS_15/32_10d@4 R1 .669 .308 161 NC NC NC NC 141 SW32-4 RS_15/32_10d@6 R1 .789 .245 125 NC NC 1.564 185 142 SW33-4 RS_15/32_10d@6 R1 .613 .19 107 NC NC .872 189 143 SW34-4 RS_15/32_10d@6 R1 .582 .18 107 NC NC 1.003 179 144 SW35-4 RS_15/32_10d@6 R1 .561 .174 119 NC NC 1.014 189 145 SW37-4 RS_15/32_10d@6 R1 .564 .175 119 NC NC 1.081 191 146 SW36-4 RS_15/32_10d@6 R1 .572 .177 119 NC NC .782 177 147 SW39-4 RS_15/32_10d@6 R1 .592 .183 120 NC NC .823 192 148 SW40-4 RS_15/32_10d@6 R1 .633 .196 122 NC NC .961 182 149 SW41-4 RS_15/32_10d@6 R1 .69 .214 122 NC NC .857 194 150 SW42-4 RS_15/32_10d@6 R1 .623 .193 122 NC NC .993 194 151 SW44-4 RS_15/32_10d@6 R1 .744 .231 110 NC NC NC NC 152 SW45-4 RS_15/32_10d@6 R1 .662 .205 122 NC NC 1.086 194 153 SW31-4 RS_15/32_10d@6 R1 .659 .204 125 NC NC 1.063 197 154 SW14-4 RS_15/32_10d@6 R1 .387 .12 153 NC NC .595 189 155 SW13-4 RS_15/32_10d@6 R1 .472 .146 161 NC NC .8 197 156 SW12-4 RS_15/32_10d@6 R1 .508 .158 114 NC NC 1.307 198 157 SW03-4 RS_15/32_10d@6 R1 .506 .157 114 NC NC 1.32 186 158 SW04-4 RS_15/32_10d@6 R1 .461 .143 126 NC NC .945 186 159 SW11-4 RS_15/32_10d@6 R1 .514 .159 126 NC NC 1.351 198 160 SW10-4 RS_15/32_10d@6 R1 .454 .141 159 NC NC .658 195 161 SW22-4 RS_15/32_10d@6 R1 .683 .212 123 NC NC 1.315 195 162 SW38-4 RS_15/32_10d@6 R1 .41 .127 104 NC NC .735 176 163 SW05-4 RS_15/32_10d@6 R1 .631 .196 114 NC NC 1.216 180 164 SW09-4 RS_15/32_10d@6 R1 .539 .167 126 NC NC 1.278 198 165 SW06-4 RS_15/32_10d@6 R1 .559 .173 114 NC NC 1.293 198 166 SW08-4 RS_15/32_10d@6 R1 .556 .172 126 NC NC 1.291 198 167 SW07-4 RS_15/32_10d@6 R1 .557 .173 162 NC NC .824 198 168 SW43-4 RS_15/32_10d@6 R1 .592 .183 104 NC NC .943 176 169 SW29-4 RS_15/32_10d@6 R1 .665 .206 120 NC NC .977 186 170 SW15-4 RS_15/32_10d@6 R1 .173 .054 126 NC NC .309 186 171 SW16-4 RS_15/32_10d@6 R1 .169 .052 114 NC NC .318 198 172 SW17-4 RS_15/32_10d@6 R1 .399 .124 114 NC NC .985 198 173 SW19-4 RS_15/32_10d@6 R1 .398 .123 126 NC NC .95 186 174 SW21-4 RS_15/32_10d@6 R1 .174 .054 126 NC NC .311 186 175 SW23-4 RS_15/32_10d@6 R1 .235 .073 162 NC NC .493 174 176 SW18-4 RS_15/32_10d@6 R1 .387 .12 114 NC NC .914 198 177 SW20-4 RS_15/32_10d@6 R1 .388 .12 126 NC NC .907 186 178 SW26-4 RS_15/32_10d@6 R1 .161 .05 114 NC NC .296 198 179 SW27-4 RS_15/32_10d@6 R1 .165 .051 126 NC NC .291 198 180 SW24-4 RS_15/32_10d@6 R1 .177 .055 114 NC NC .342 198 181 SW25-4 RS_15/32_10d@6 R1 .193 .06 126 NC NC .376 198 182 SW28-4 RS_15/32_10d@6 R1 .18 .056 114 NC NC .373 198 183 SW30-4 RS_15/32_10d@6 R1 .193 .06 126 NC NC .376 198 184 SW02-4 RS_15/32_10d@6 R1 .217 .067 174 NC NC .138 198 185 SW01-4 RS_15/32_10d@6 R1 .608 .188 123 NC NC 1.058 195 186 SW68-4 RS_15/32_10d@6 R1 .901 .279 111 NC NC 2.527 195 187 SW70-4 RS_15/32_10d@6 R1 .803 .249 111 NC NC 2.196 195 188 SW61-4 RS_15/32_10d@6 R1 .573 .178 173 NC NC 1.628 173 189 SW60-4 RS_15/32_10d@6 R1 .551 .171 107 NC NC .986 179 190 SW56-4 RS_15/32_10d@6 R1 .946 .293 114 NC NC 2.666 198 191 SW46-4 RS_15/32_10d@6 R1 .666 .206 170 NC NC 1.919 170 192 SW58-4 RS_15/32_10d@6 R1 .847 .263 114 NC NC 2.385 198 193 SW47-4 RS_15/32_10d@6 R1 .512 .159 152 NC NC 1.431 152 7 8 9 10 Company : Quantum Consulting Engineers June 19, 2017 10:01 AMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Story Drift - X-Direction, Service LC Story (Elevation) Loc (Z,X) Story Drift[in] Drift Ratio (%) 2nd/1st Ratio 1 1 Roof - Diaph.: 1 (43 ft)222.312, 53.7 -.004 .003 1 2 1 Level 4 - Diaph.: 2 (33 ft)233.724, 38.867 -.003 .002 1 3 1 Level 3 - Diaph.: 3 (23 ft)233.724, 38.867 -.001 0 1 4 1 F3_N225 (43 ft)1, 120.444 .002 .002 1 5 1 F3_N230 (43 ft)83.984, 105.891 0 0 1 6 1 F3_N241 (43 ft)182.722, 5.057 -.003 .002 1 7 1 F2_N225 (33 ft)1, 120.444 .002 .002 1 8 1 F2_N230 (33 ft)83.984, 105.891 0 0 1 9 1 F2_N241 (33 ft)182.722, 5.057 -.001 .001 1 10 1 F1_N225 (23 ft)1, 120.444 0 0 1 11 1 F1_N230 (23 ft)83.984, 105.891 0 0 1 12 1 F1_N241 (23 ft)182.722, 5.057 0 0 1 13 1 N625 (13 ft)1, 120.444 0 0 1 14 1 N632 (13 ft)83.984, 105.891 0 0 1 15 1 N647 (13 ft)182.722, 5.057 0 0 1 16 53 Roof - Diaph.: 1 (43 ft)1, 120.444 .472 .393 1.002 17 53 Level 4 - Diaph.: 2 (33 ft)0, 145.798 .564 .47 1.003 18 53 Level 3 - Diaph.: 3 (23 ft)4.5, 160.054 .511 .185 1.02 19 53 F3_N225 (43 ft)1, 120.444 .472 .393 1.002 20 53 F3_N230 (43 ft)83.984, 105.891 .448 .373 1.001 21 53 F3_N241 (43 ft)182.722, 5.057 .42 .35 1 22 53 F2_N225 (33 ft)1, 120.444 .564 .47 1.003 23 53 F2_N230 (33 ft)83.984, 105.891 .535 .446 1.002 24 53 F2_N241 (33 ft)182.722, 5.057 .499 .416 1 25 53 F1_N225 (23 ft)1, 120.444 .51 .425 1.02 26 53 F1_N230 (23 ft)83.984, 105.891 .478 .398 1.011 27 53 F1_N241 (23 ft)182.722, 5.057 .44 .366 .998 28 53 N625 (13 ft)1, 120.444 0 0 1 29 53 N632 (13 ft)83.984, 105.891 0 0 1 30 53 N647 (13 ft)182.722, 5.057 0 0 1 31 56 Roof - Diaph.: 1 (43 ft)1, 120.444 -.133 .111 1.006 32 56 Level 4 - Diaph.: 2 (33 ft)0, 145.798 -.105 .087 1.01 33 56 Level 3 - Diaph.: 3 (23 ft)0, 145.798 -.066 .024 1.086 34 56 F3_N225 (43 ft)1, 120.444 -.133 .111 1.006 35 56 F3_N230 (43 ft)83.984, 105.891 -.082 .068 1.004 36 56 F3_N241 (43 ft)182.722, 5.057 -.02 .017 .985 37 56 F2_N225 (33 ft)1, 120.444 -.104 .087 1.01 38 56 F2_N230 (33 ft)83.984, 105.891 -.061 .051 1.006 39 56 F2_N241 (33 ft)182.722, 5.057 -.009 .008 .952 40 56 F1_N225 (23 ft)1, 120.444 -.066 .055 1.086 41 56 F1_N230 (23 ft)83.984, 105.891 -.033 .028 1.045 42 56 F1_N241 (23 ft)182.722, 5.057 .005 .004 2.616 43 56 N625 (13 ft)1, 120.444 0 0 1 44 56 N632 (13 ft)83.984, 105.891 0 0 1 45 56 N647 (13 ft)182.722, 5.057 0 0 1 46 59 Roof - Diaph.: 1 (43 ft)1, 120.444 -.451 .376 1.002 47 59 Level 4 - Diaph.: 2 (33 ft)4.5, 160.054 -.545 .454 1.003 48 59 Level 3 - Diaph.: 3 (23 ft)4.5, 160.054 -.503 .182 1.02 49 59 F3_N225 (43 ft)1, 120.444 -.451 .376 1.002 50 59 F3_N230 (43 ft)83.984, 105.891 -.448 .374 1.001 51 59 F3_N241 (43 ft)182.722, 5.057 -.445 .371 1 52 59 F2_N225 (33 ft)1, 120.444 -.544 .454 1.003 53 59 F2_N230 (33 ft)83.984, 105.891 -.53 .442 1.002 54 59 F2_N241 (33 ft)182.722, 5.057 -.513 .427 1 55 59 F1_N225 (23 ft)1, 120.444 -.503 .419 1.02 56 59 F1_N230 (23 ft)83.984, 105.891 -.476 .397 1.011 RISA-3D Version 15.0.1 Page 1 [M:\...\...\...\...\170613_Westgate Edmonds - Wood Structure - Review Comments.rfl] 11 Company : Quantum Consulting Engineers June 19, 2017 10:01 AMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Story Drift - X-Direction, Service (Continued) LC Story (Elevation) Loc (Z,X) Story Drift[in] Drift Ratio (%) 2nd/1st Ratio 57 59 F1_N241 (23 ft)182.722, 5.057 -.445 .371 .998 58 59 N625 (13 ft)1, 120.444 0 0 1 59 59 N632 (13 ft)83.984, 105.891 0 0 1 60 59 N647 (13 ft)182.722, 5.057 0 0 1 61 62 Roof - Diaph.: 1 (43 ft)1, 120.444 .154 .129 1.005 62 62 Level 4 - Diaph.: 2 (33 ft)0, 145.798 .125 .104 1.009 63 62 Level 3 - Diaph.: 3 (23 ft)0, 145.798 .073 .026 1.077 64 62 F3_N225 (43 ft)1, 120.444 .154 .129 1.005 65 62 F3_N230 (43 ft)83.984, 105.891 .082 .068 1.004 66 62 F3_N241 (43 ft)182.722, 5.057 -.005 .004 1.068 67 62 F2_N225 (33 ft)1, 120.444 .124 .103 1.009 68 62 F2_N230 (33 ft)83.984, 105.891 .065 .054 1.006 69 62 F2_N241 (33 ft)182.722, 5.057 -.004 .003 1 70 62 F1_N225 (23 ft)1, 120.444 .072 .06 1.077 71 62 F1_N230 (23 ft)83.984, 105.891 .035 .029 1.044 72 62 F1_N241 (23 ft)182.722, 5.057 -.01 .009 1.404 73 62 N625 (13 ft)1, 120.444 0 0 1 74 62 N632 (13 ft)83.984, 105.891 0 0 1 75 62 N647 (13 ft)182.722, 5.057 0 0 1 Story Drift - Z-Direction, Service LC Story (Elevation) Loc (Z,X) Story Drift[in] Drift Ratio (%) 2nd/1st Ratio 1 1 Roof - Diaph.: 1 (43 ft)120.388, 1.057 -.002 .002 1 2 1 Level 4 - Diaph.: 2 (33 ft)38.482, 171.466 .003 .002 1 3 1 Level 3 - Diaph.: 3 (23 ft)53.667, 169.733 0 0 1 4 1 F3_N225 (43 ft)1, 120.444 0 0 1 5 1 F3_N230 (43 ft)83.984, 105.891 0 0 1 6 1 F3_N241 (43 ft)182.722, 5.057 -.002 .002 1 7 1 F2_N225 (33 ft)1, 120.444 .002 .001 1 8 1 F2_N230 (33 ft)83.984, 105.891 .001 .001 1 9 1 F2_N241 (33 ft)182.722, 5.057 0 0 1 10 1 F1_N225 (23 ft)1, 120.444 0 0 1 11 1 F1_N230 (23 ft)83.984, 105.891 0 0 1 12 1 F1_N241 (23 ft)182.722, 5.057 0 0 1 13 1 N625 (13 ft)1, 120.444 0 0 1 14 1 N632 (13 ft)83.984, 105.891 0 0 1 15 1 N647 (13 ft)182.722, 5.057 0 0 1 16 53 Roof - Diaph.: 1 (43 ft)120.388, 1.057 -.088 .074 1.007 17 53 Level 4 - Diaph.: 2 (33 ft)208.076, 0 -.072 .06 1.013 18 53 Level 3 - Diaph.: 3 (23 ft)208.076, 0 -.052 .019 1.101 19 53 F3_N225 (43 ft)1, 120.444 -.054 .045 1 20 53 F3_N230 (43 ft)83.984, 105.891 -.058 .049 1.001 21 53 F3_N241 (43 ft)182.722, 5.057 -.087 .073 1.007 22 53 F2_N225 (33 ft)1, 120.444 -.029 .024 .992 23 53 F2_N230 (33 ft)83.984, 105.891 -.034 .028 .997 24 53 F2_N241 (33 ft)182.722, 5.057 -.07 .058 1.013 25 53 F1_N225 (23 ft)1, 120.444 -.005 .004 1 26 53 F1_N230 (23 ft)83.984, 105.891 -.01 .009 .865 27 53 F1_N241 (23 ft)182.722, 5.057 -.049 .041 1.098 28 53 N625 (13 ft)1, 120.444 0 0 1 29 53 N632 (13 ft)83.984, 105.891 0 0 1 30 53 N647 (13 ft)182.722, 5.057 0 0 1 31 56 Roof - Diaph.: 1 (43 ft)120.388, 1.057 .574 .479 1.002 32 56 Level 4 - Diaph.: 2 (33 ft)208.076, 0 .628 .523 1.002 33 56 Level 3 - Diaph.: 3 (23 ft)222.25, 4.5 .523 .19 1.014 RISA-3D Version 15.0.1 Page 2 [M:\...\...\...\...\170613_Westgate Edmonds - Wood Structure - Review Comments.rfl] 12 Company : Quantum Consulting Engineers June 19, 2017 10:01 AMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Story Drift - Z-Direction, Service (Continued) LC Story (Elevation) Loc (Z,X) Story Drift[in] Drift Ratio (%) 2nd/1st Ratio 34 56 F3_N225 (43 ft)1, 120.444 .5 .417 1.001 35 56 F3_N230 (43 ft)83.984, 105.891 .509 .424 1.001 36 56 F3_N241 (43 ft)182.722, 5.057 .572 .476 1.002 37 56 F2_N225 (33 ft)1, 120.444 .565 .471 1.001 38 56 F2_N230 (33 ft)83.984, 105.891 .572 .477 1.001 39 56 F2_N241 (33 ft)182.722, 5.057 .625 .521 1.002 40 56 F1_N225 (23 ft)1, 120.444 .476 .397 1.004 41 56 F1_N230 (23 ft)83.984, 105.891 .482 .402 1.005 42 56 F1_N241 (23 ft)182.722, 5.057 .521 .434 1.013 43 56 N625 (13 ft)1, 120.444 0 0 1 44 56 N632 (13 ft)83.984, 105.891 0 0 1 45 56 N647 (13 ft)182.722, 5.057 0 0 1 46 59 Roof - Diaph.: 1 (43 ft)197.357, 23.658 .068 .057 1.008 47 59 Level 4 - Diaph.: 2 (33 ft)208.076, 0 .065 .054 1.015 48 59 Level 3 - Diaph.: 3 (23 ft)208.076, 0 .048 .017 1.109 49 59 F3_N225 (43 ft)1, 120.444 .062 .052 1 50 59 F3_N230 (43 ft)83.984, 105.891 .063 .052 1.001 51 59 F3_N241 (43 ft)182.722, 5.057 .066 .055 1.01 52 59 F2_N225 (33 ft)1, 120.444 .043 .036 .994 53 59 F2_N230 (33 ft)83.984, 105.891 .046 .038 .998 54 59 F2_N241 (33 ft)182.722, 5.057 .064 .053 1.014 55 59 F1_N225 (23 ft)1, 120.444 .01 .008 .795 56 59 F1_N230 (23 ft)83.984, 105.891 .014 .012 .899 57 59 F1_N241 (23 ft)182.722, 5.057 .046 .039 1.105 58 59 N625 (13 ft)1, 120.444 0 0 1 59 59 N632 (13 ft)83.984, 105.891 0 0 1 60 59 N647 (13 ft)182.722, 5.057 0 0 1 61 62 Roof - Diaph.: 1 (43 ft)120.388, 1.057 -.597 .497 1.002 62 62 Level 4 - Diaph.: 2 (33 ft)208.076, 0 -.635 .529 1.002 63 62 Level 3 - Diaph.: 3 (23 ft)208.076, 0 -.527 .191 1.014 64 62 F3_N225 (43 ft)1, 120.444 -.492 .41 1.001 65 62 F3_N230 (43 ft)83.984, 105.891 -.505 .42 1.001 66 62 F3_N241 (43 ft)182.722, 5.057 -.593 .494 1.002 67 62 F2_N225 (33 ft)1, 120.444 -.55 .458 1.001 68 62 F2_N230 (33 ft)83.984, 105.891 -.56 .467 1.001 69 62 F2_N241 (33 ft)182.722, 5.057 -.631 .526 1.002 70 62 F1_N225 (23 ft)1, 120.444 -.471 .393 1.004 71 62 F1_N230 (23 ft)83.984, 105.891 -.478 .398 1.005 72 62 F1_N241 (23 ft)182.722, 5.057 -.524 .437 1.013 73 62 N625 (13 ft)1, 120.444 0 0 1 74 62 N632 (13 ft)83.984, 105.891 0 0 1 75 62 N647 (13 ft)182.722, 5.057 0 0 1 RISA-3D Version 15.0.1 Page 3 [M:\...\...\...\...\170613_Westgate Edmonds - Wood Structure - Review Comments.rfl] 13 1511 Third Avenue, Suite 323 T. 206.957.3900 Seattle, WA 98101 F. 206.957.3901 Project Westgate Job # 16369.01 Page of Client Studio Meng By KMZ Date 06/19/17 Subject Checked Date LC: DL + EX Avg ∆ Roof 0.472 0.42 0.446 0.78 < 1.0 - No Additional Amplification Required L4 0.564 0.499 0.5315 0.78 < 1.0 - No Additional Amplification Required L3 0.51 0.44 0.475 0.80 < 1.0 - No Additional Amplification Required LC: DL - EX Avg ∆ Roof 0.451 0.445 0.448 0.70 < 1.0 - No Additional Amplification Required L4 0.544 0.513 0.5285 0.74 < 1.0 - No Additional Amplification Required L3 0.503 0.445 0.474 0.78 < 1.0 - No Additional Amplification Required LC: DL + EZ Avg ∆ Roof 0.5 0.572 0.536 0.79 < 1.0 - No Additional Amplification Required L4 0.565 0.625 0.595 0.77 < 1.0 - No Additional Amplification Required L3 0.476 0.521 0.4985 0.76 < 1.0 - No Additional Amplification Required LC: DL - EZ Avg ∆ Roof 0.492 0.593 0.5425 0.83 < 1.0 - No Additional Amplification Required L4 0.55 0.631 0.5905 0.79 < 1.0 - No Additional Amplification Required L3 0.471 0.524 0.4975 0.77 < 1.0 - No Additional Amplification Required X-Direction Z-Direction Accidental Torsional Amplification Calculation X-Direction Z-Direction 14 Wind Generation Input Wind Code:Topographic Factor K1: Wind Speed, V(mph):Topographic Factor K2: Topographic Factor K3: Exposure Category:Directionality Factor Kd: ASCE 7-10 0 110 1 1 B .85 Base Elevation(ft):Parapet Height(ft):0 0 Wind Generation Detail Results Kzt: Exposure Constant Alpha:h (ft): Exposure Constant zg:Kh: Gust Effect Factor, G:Windward Cp: qh (ksf): GCpn (windward): GCpn (leeward): 1 7 43 1200 .776 .85 .8 .02 +1.5 -1.0 Wind Generation Floor Geometry Results Floor Level Height Kz Width (X) Length (Z) Leeward Cp(X) Leeward Cp(Z) (ft) (ft) (ft) Roof 43 .776 161.544 223.832 .5 .423 Level 4 33 .72 171.466 233.724 .5 .427 Level 3 23 .649 171.466 233.724 .5 .427 Wind Generation Floor Force Results Floor Level qz Windward Pres. Leeward Pres. X Leeward Pres. Z Force X Force Z (ksf) (ksf) (ksf) (ksf) (k) (k) Roof .02 .014 .009 .007 25.283 17.165 Level 4 .019 .013 .009 .007 50.435 34.836 Level 3 .017 .012 .009 .007 78.346 53.906 RISAFloor Version 11.0.1 [M:\...\...\...\...\170613_Westgate Edmonds - Wood Structure - Review Comments.rfl] 15 Wind Generation Input Wind Code:Topographic Factor K1: Wind Speed, V(mph):Topographic Factor K2: Topographic Factor K3: Exposure Category:Directionality Factor Kd: ASCE 7-10 0 110 1 1 B .85 Base Elevation(ft):Parapet Height(ft):13 0 Wind Generation Detail Results Kzt: Exposure Constant Alpha:h (ft): Exposure Constant zg:Kh: Gust Effect Factor, G:Windward Cp: qh (ksf): GCpn (windward): GCpn (leeward): 1 7 30 1200 .701 .85 .8 .018 +1.5 -1.0 Wind Generation Floor Geometry Results Floor Level Height Kz Width (X) Length (Z) Leeward Cp(X) Leeward Cp(Z) (ft) (ft) (ft) Roof 30 .701 161.544 223.832 .5 .423 Level 4 20 .624 171.466 233.724 .5 .427 Level 3 10 .575 171.466 233.724 .5 .427 Wind Generation Floor Force Results Floor Level qz Windward Pres. Leeward Pres. X Leeward Pres. Z Force X Force Z (ksf) (ksf) (ksf) (ksf) (k) (k) Roof .018 .013 .008 .007 22.812 15.487 Level 4 .016 .011 .008 .007 44.433 30.645 Level 3 .015 .01 .008 .007 42.373 29.134 RISAFloor Version 11.0.1 [M:\...\...\...\...\170613_Westgate Edmonds - Wood Structure - Review Comments.rfl] 16 1 7 1 8 1 9 2 0 2 1 2 2 2 3