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Permit D03-128 - SEGMENT 3 - DHS - SHELL BUILDING
D03-128 DHS - SHELL BUILDING 12500 Tukwila International Boulevard Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - DHS — Shell Building D03-128 Segment 2 - DHS — Shell Building D03-128 Segment 3 - DHS — Shell Building D03-128 Segment 4 - Plans - DHS — Shell Building D03-128 Loadings and Load Cases Engineers Northwest - P1 P2.floor- Monday April 28, 2003 FL- 4- - Transfer LC 1.08 x Balance Loading 0 x Secondary Loading 1 x Self -Dead Loading 0 x Other Dead Ldg 0 x Live Ldg - Servke LC 1 x Balance Loading 1 x Self -Dead Loading 1 x Live Ldg 0 x Secondary Loading 1 x Other Dead Ldg - Factored LC 0 x Balance Loading 1 x Secondary Loading 1.4 x Self -Dead Loading 1.4 x Other Dead Ldg 1.7 x Live Ldg Engineers Northwest, Inc. P.S. Loadings and Load Cases 3 ui:%a li:ivk.:aa.�x ii 9,in1: .ter ktY,�',�asatr_»*1�f y;.rc:Y?Y, Engineers Northwest - P1P2.ffoor- Monday April 28, 2003 Element Mesh Plan Strocture:Point Sprloge/Supportabe SpriwriSuppormArea SpriwxWills Below SlateColuarei Below Slab;Walls Above Slab:Cohn= Above Slelv,Shilw,SW, Edgoe Scale 1:.521 Ft -7-5 11111101111111 11111111111 11111011111111 11111110011111111100011 MiliiiiiiPlilliiiiiiiiiiPIRMihigifiiiiiiiiiiii Illiiiiiiiiiiiii issil durum mow lipruiphwiburapermal iliordiimmi III Illitgillitinillifilliffilliiiiiiiiiiiiii lin1111111 1 11 IP 11 110111 111 111111 MO 1111 11111 1 ill 111111101111111 Engineers Northwest, Inc. P.S. Element Mesh Plan 4 • 40,4111-4"Z .44410364031T6t,' trz.4141.,40'4144.s.44, _i 0 U) LU LU —I 1— U)LL •LLJ° u., < (0 3 Z 1-0 ZI— W• UJ O co O — O I— LL uj 1— LL- B - z 0 1- z Element Mesh Plan - Continued (2) Engineers Northwest - P1 P2.floor- Monday April 28, 2003 FLR Engineers Northwest, Mc. P.S. Element Mesh Plan 5 ' t114411 Bowled TeadotacTendam Slrocltre:Pott Spriar/Swparts,Lioe SprIngatSuppoitc,Aret SpriamWalls Below Stabgolumns Below SlalzWelle Above Slab;Colurens Above Slaty,SlabF Scale 1:509 Banded Tendon Plan Engineers Northwest - P1P2.tloor - Monday April 28, 2003 FL -e-7 1 73 73. 1 7.5 53 4.24.25 5.5 7.5 1 7.5 1 73 1 4.25 21 121-12r12r-'12r12•P",•121"•,"•'127•12T"-.'"•12 4.25 1 7.5 1 13 1 7.5 1 7.5 1 7.5 53 4.24.25 5.5 73 1 73 1 73 1 4.25 T ---24T 21T--•--21T-f-li--0-21T-21T I 21T ---21T 24T-24T-4-124T•24Tt $24T-24T1i-4-24T----24T 21T -21T 4T -24T-4-' 4.25 1 7.5 2 t4+21T-.-2174.&i-4-217---21 1 7.5 6 73 4 7.5 5.5 4.24.25 5.5 7.5 1 7.5 6 73 2 I I 1 : 4.23 1 73 2 73 6L. 73 1 7.5 6 7.5 4. .7.5 5.5 4.24.25 5.5 7.5 1 7.5 6 7.5 2 73 1 4.25 :4+21T--21T-4-*+21T---217‘0-4-421TE---1,111.1.2 I 241`--.--24'1'-4-t-1241.2477T-277`m-127T 27T. •24T•24T.11-4-24T-.-24T-21T•2111-1-21T*21T-1-'41-1-21T--2114' ; .5 1 4.25 .25 1 .11' --- '44-21T-',--21T I ri 1 7.5 1 7.5 1 7.5 5.5 4.24.25 5.5 7.5 1,11 ----- 1.25 1 1 4.25 1 Is---o-21T 4tf: I 21T -*-21T .f. 21T --0,--21T 27T-----2774-'s27T-27T+ $24T-24Tfl-+-24T--0-24T I tt.. 21'1'-----21T.-4-S*21T-21T4-' 4.25 1 73 1 7.5 73 1 73 1 4.25 1Jr.-r-13113.116T-•••-16T,-,,w, 7.5 1 7.5 1 7.,5 5.5 4.24.25 5.5 '7.5 ,‘ Engineers Northwest, Inc. P.S. Banded Tendon Plan 6 Z • LLI 0 O 0 co • ILI LIJ (0 IL w 0 I a w I-0 Z w 0 O m 0 = CI LL! -r ll1 r - - Z O (4 O 1- z Banded Tendon Plan - Continued (2) Engineers Northwest - P1P2.1loor- Monday April 28, 2003 FLE?" Engineers Northwest, Inc. P.S. Banded Tendon Plan 7 6 0 W -J Li 0 < I a w Z I-0• ZI-. W uj • Ca O -• u2 • F - w w • 0 w co • I O i" - z 1!".1.:,••••)•."11, ti Engineers Northwest - P1 P2.floor- Monday April 28, 2003 ONDistributed TendmaiTeodng Sbuebre:Welh Below SbibcColuenne Below SWAMI)! Above StekCohmn Above Shb,,Shb Edrze Raided Tewdon:Teedow Sale 1:507 Distributed Tendon Plan - "R R R Ory : ,, Q ; 111111 j FF1`����� bo ap N N eej N). N L N N rlI N N ti O IFS-' FJ. ".41P1---"1..--4...-11.----r1:-"g3.011:.:21--.- ..41n`_--"Yin-.J...-^ .-...n1.-"g3.0 ..n, (}^ -.-^ KT'b. hy....-Pk- TIF � .., m in,. if_ en en L �.:'e!t v1 It-`, r•2/ lj-..y..T.�^ _...s... 2/ ....-11 •y.'t`::vt .r..2 4I Svt .._._vZ +r .r 2. h �R -' hj h h h �.t�'R h •1�1 _•h h1 ,. 1 i ii :2 —in i n ••••-•,..1. •• •-.•,fTl' f.fi I I m (f(F�- FTO+ L I1FL1id ..1 _ �ii , k" ... ...^ __� --.__^1.-,11-1.� 1n ...J..n ..�f�^_.....`..� ._st^4::uj v! —h r! ..1 t• F. en ti { . r .-.i .-.i w N 21. i N i i1/, .,,. Ftlin r.. r- - }1 -- .,..;',111.11121 -1.4 -"If) .. - --h ri --"-un ..j -5-`v1}--.-12 �.y_...n}_.v; l�jrO tJE7'''' �JJJFFFDDD�JT . O ..1 J -L-r-.�r n i ni ni nI p i ni ,, r n : lit O ::q—�1r--�Vr1� J}I. JyI �.} �} -- -v1� -- . .4 -.4�s Ys 4sr rt t`�i..t�f�N fV1 R R R R O R -' Q �P R R R R R R Y 1+si .V.&.tS,s1 Engineers Northwest, Inc. P.S. Distributed Tendon Plan 8 Engineers Northwest - PI P2.floor- Monday April 28, 2003 Distributed Tendon Plan - Continued (2) Fa -to Engineers Northwest, Inc. P.S. Distributed Tendon Plan 9 ce UOCO (.0 F- W O J. LL Q Nom. =▪ W Z Z F. I— O ZF- 2 W. U ON CI I -- .W W. U -16- Z, UN z Engineers Northwest - P1 P2.floor- Monday April 28, 2003 FU2- << Other Dead Ldg Plan (416:1 Caber Dead Ldir,Poiot Loedoltwe LIMO= 9tr irraopportw. ioe 9prigaSuppartr,Mef areireenWells Eelsw Slab;Colunew Below Slir,Welh Above Sleb;Colnoe Above Slab:S be 31th Edema Scale 1:51131 0 Fz . 0.01 Fz=0.01 7 S� .1 \'++++++++++++++++++++++4++++++++++•+++4+++++++++4++4+44+##+4+4+44+++++++4+4+4.4+++4+4+4+4++++- -444+++444++4+4+4+++4++++4+44+++4+444+444+-++444+44++44++44++4+++444+444+++4++4+++4+44+++4+4+- -4++++444+44+++++++++++444++++4++++4++4 +•/4+44+44444+4-4-+44444-44+44+44+44+444+4444+444+444+4+4- 444444+44444++4444+4++44+444+++4++4+++4++++4++4++++++444444444+44++44+444•++4444+44++4+4444+- L++++4+++44++4++++4++4++4++++++44+4+++4+4+4++4++4++4++4+44+44+++4+4444+44+4++4++++4+4+++++4+- '•4++++4++++4++4++++++++44+4+++4+4++-4+4++4+# 44+++4++++++4+++4+4+44+-4+44++4+-+++4 4+44++44+44+4+- f+++++++++x+++•4+++++x+++4++++-1. +4+++++4+x4444+++4+%+4++#4++++4x+4+444444!x,+4++4+4++%+4++4++449 -4+4+4444444++444444+4+444+4+4444+4+4444444+444+4444444+1+444+++44-4+444+44.444444+444+444444• -4+4+44+4+4++4++++44++++++++++44-++444+444++4+44444+44+4+14++++++4+++4i++++4++++++++++4++44+4- -4444+4444444444444444444+4444444444444444444444444++++444+4+4444.44444444444444444444.4444444- ,44444444444++444444+++44+44+4.4-4444++4++44+4+4444++++444444++4+4+4-++4+++444.4+44+4444+4+44444- r444444+++44++4++++44+4+4+4+++444+444+44++4444.444+4++++4444+44+444+4+44+4+•+4+4+++++444+4++++. ^444++4+4+44++444+4+4+4444444444444444+4-4444+444444++444444+++4444+4444444.44444444444-+444444- -4+4++++++44++4+444++444++4+444++4++444+4+44++-4+++4+4+++444+4+44•+4.4+444++44+++++4444+444++4+- -4++44444444++4+4+4+4+++4-++4+++4+++4++++4++4+4•+++444444444+4++4+4+4+44+4+++4+4+++4+++4+444+4- -44444-4444444444444+44.444444+444444444-444+44444444++++++4#+44+44444444444444444444444444444+- !n+++4+4444+++444•+++4+4.44++ffim£I£m]44+41L£x}+++++44++++x+++4444++,_ ++4++4 -l -4-5++44+44x: --l-44444-#-#444++4- +++4++4+44444+4+4++-44+4}+4+4++4++4++++++.++44+4+4 1 444444+44444+44• -4444+4+++++++4+- +++4+4.444+#4+++41++ ++-4+4 1L++4+444+4+44.44444++1 4+4++4+4444+44+- r4+4++4+}+44++++- 14+4+44+44;444+4.4r T - V4 44++444+++4+44+44+4++" 4444+4+14+4++44- .4444444+4444+44,. -H++4+++4+•4 +.F •V4+++ +441111+++++141-14++44444444+1 +++4++++++4++++- -44444+4-444++44- 1++-N++++++++++4+++++{ ++4 +++++++++++44++++++++r1 4+44444{4++444+- .44444444-4++++++- 1444444+44444+444+441444 #44444444+44++++++-+++51 ++4++4+44+-H+44_ .4444++4;F+++++++.- ++-414+++++4+++1++++++ 444 +++4+++++++++4+++++++ 44444+4444444.4+- •4•}++++++++++++i• 1++4.4+++++++++4+++++ +++ ++++++4++++++++4++++-#h 444+44+4•+444+44- -++44+4+}++•14+44.44+4{H++4444++4-4+++h+++++{ +++ +++4444++++++4444+4441H+4+;444++•++44444444- r++++++4!f4444+++41£ETTMM+++4++++4+74£4£4£4+++444+4++++++4+++4444TEMIy4+4++4+i •# ++++++9 -+44+4+4 4++4+4++++++++++4+4+44+44444+44 -+++444+44+4++++44+4+++4+44444++44+++4444+44 4++++44- -444+444444+4444++44444+44+4+4+44+44++444+4+44+44+4+4+44#4+4+4+4444++4+4-+4-44444•l-444444444444- •4+4+44.44-4+44+4+4++4++4+4++4+44+++44+444++4++++4+444444+44+4++++4+4+444+4++++44+++4+-4+4+4+4- -4+4+4444444+4+44+++++++++++4+44-44+++44+++44+4+4444+4+4+444444++4+4+44++44++++4-4+4++4444++++- .111111151111111111111.L11111111111111111111111111111111+4 L 1111111111111111.111111111141111111. i ++ -444+44+.�+4++++444+44+4+444++++++4+4444++4444+44+4++4+4+44444++44+44444++++44+4444+44 4444+4+- -4++++4+4++444++++4++++4444.4+4 4+++44+4+44•+44+44++44+4+4+4 4+4++++++4++4++444444+4++4+4-++4++4+- -4+44.444444444444++4++4+44++4+4+++++44+44++++-44+++++4+4++++++++++++++44+44+4+4+++++44•++4+44+- i+++4444x-++•+++++44+4 x++44+++++++44+4+•++444++444+x++++ 4+4+4++x++444+•++4 x+444444++4+ x44.4++4+! '+++++++4-+4444++++++++++4+++++++++++++++++44+++4+++4444+44+4++++++-4+++44++++44++++4++4++++++- --44+4+4+4+4+4444++4+4+4+4+++++444++44++444+44++4.4+++4+++44++4++•++++++4++4+4444+4++++4+4+++4+- - 4++++++4+++++++++++++++4++++++++4++4 +++4 •+++-4 +4+4++ 4 + 4 4 +44 ++ 4+++-++ 4 ++-4++-4 +-4 4 4 -4 +4 ++++++++++++- •4+++++4•++4+44++4+++++++++4•++44++++++4++4+++444+4++44+++4+++++4+4+44+44+44+++4++++4+4444444+: -++4++4++++4++4+++++++++4++4+++++++++++++++4+++++++4++444++++4444+4+4+4+++++4-4+4++4+44+4++-++- -++++++++44++++++++4++++4++4++++++++++-444+44+++4+4+44+++444+++++4+444+++++44++4++4-++44+4+444- -++4++++++++++4+4+++++4++++++4+++++++++4++44+++++++44+++44+4++4+4+4++-+++++++++4.4+++++4++++4+ --H 44++++444++444++++++++++4+4 -4+4++4+++4++++++++4+444+++44+++++++++44++++++++4+4+4+4+4+44+44 -. S +4++4+-4+++++++++++++++444.4+4++1++++4+4+++++++-4+++++ :i' .� t+•t+++?-f++-Y++++++-'4+trt•f*+++-t+Y+rr 1-4t++t•f+t-r++ ' , ti Fz= 0.01 Engineers Northwest, Inc. P.S. Other Dead Ldg Plan 10 rr Z W U O ND J 2 u- W D < cn i W Z I. 0 Z I -- W uj 0:3 c) oN ^- lJ W UJ ULo WZ U= 0 Z Live Ldg Plan L> Scale' Spri�l9npparbeLbe 9pisl�pa1rArea SpriW rw.Below SI Cobms Below Sh bwdb Above SlebccoMm m tAbove Ster.Sleb F Engineers Northwest - P1 P2.floor- Monday April 28, 2003 FLS 17, Engineers Northwest, Inc. P.S. Live Ldg Plan 11 Z Z rew2aa JU O 0 co 0 U) 11J J H. W• }Or LL_ d. =W Z� F -O z ,—. 11J uj O 5 • H. ww H H u - O .z U (I). 0 H O Z Transfer Max Top Stress Plan Engineers Northwest - P1 P2. floor - Monday April 28, 2003 Fa_�� Tienellv LC S ructur ed Teodmr� e + +ns SpiomWelle Below SI*Colmar dela. S1ab;Wdb Above SlekColw Above S1*.S1*b Mpg Scale 1:610 11161 ,#818#192raw M2,kowz.33 , #239 , #3125& P �1 „em saessn 8160 ;#1118#191 //19.8#20#8228 228 11238 1131257: • ;I I rl —�--1,I �e 112 68 #31& 11304 1111111 11237 ; 11245 e I--' _ aam�s 11191191162; #1811188111971121, 11229 �Y CM= 'I a er h d 11236 ; #243 ; 11265 #274 ./4328 ,-, 0 11303 11329 1131302 #308 51324 smmoascm 112I1'e' #230 5 WN256 _ II •7 . V— 11 111 ♦ #28 #115344 1161 N7 ' ' S Mei— 4#�96.� _H0!1LE^._N127_ .#441474_ X1154.__Y1Y118m 3M895#20YYi/231i__`# T #:#301 f' r #2721131285 #305 0325 iefe /0 #307 71326 be 4-- #3 —#3 !1327 Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 12 ;00004i0,4660,7aC�:`tta Engineers Northwest - P1 P2.floor - Monday April 28, 2003 Transfer LC: Design Section Summary a As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (Inches) 1 0 0 0 inf 2 0 0 0 Inf 3 0 0 0 inf 4 0 0 0 Inf 5 0 0 0 inf 6 0 0 0 Int 7 0 0 0 Int 8 0 0 0 inf 9 0 0 0 inf 10 0 0 0 int 11 0 0 0 inf 12 0 0 0 inf 13 0 0 0 inf 14 0 0 0 inf 15 0 0 0 Inf 16 0 0 0 inf 17 0 0 0 inf 18 0 0 0 inf 19 0 0 0 Int 20 0 0 0 inf 21 0 0 0 inf 22 0 0 0 int 23 0 0 0 inf 24 0 0 0 int 25 0 0 0 inf 26 0 0 0 Int 27 0 0 0 inf 28 0 0 0 Int 29 0 0 0 int 30 0 0 0 int 31 0 0 0 int 32 0 0 0 inf 33 0 0 0 inf 34 0 0 0 int 35 0 0 0 inf 36 0 0 0 Int 37 0 0 0 inf 38 0 0 0 Int 39 0 0 0 inf 40 0 0 0 inf 41 0 0 0 inf 42 0 0 0 inf 43 0 0 0 inf 44 0 0 0 inf 45 0 0 0 inf 46 0 0 0 int 47 0 0 0 int 48 0 0 0 Int 49 0 0 0 inf 50 0 0 0 inf 51 0 0 0 inf 52 0 0 0 inf 53 0 0 0 inf 64 0 0 0 int 55 0 0 0 Int 56 0 0 0 inf 57 0 0 0 int 58 0 0 0 int 59 0 0 0 Int 60 0 0 0 int 61 0 0 0 inf 62 0 0 0 inf 63 0 0 0 inf 64 0 0 0 inf 65 0 0 0 inf 66 0 0 0 inf "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 13 vaiY owliz" YaV Fi +*YF{2✓ir.>.'G:vi:>,G'' d'.4'.4't c<4i�t5a;i,Y::b aPJrS Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (2) ft As Top Controlling As Bot Controlling As Shr Stip Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (inches) 67 0 0 0 inf OK 68 0 0 0 Int OK 69 0 0 0 int OK 70 0 0 o int OK 71 0 0 0 int OK 72 0 0 0 inf OK 73 0 0 0 int OK 74 0 0 0 int OK 75 0 0 0 inf OK 76 0 0 0 Int OK 77 0 0 0 int OK 78 0 0 0 int OK 79 0 0 0 inf OK 80 0 0 0 int OK 81 0 0 0 inf OK 82 0 0 0 Int OK 83 0 0 0 int OK 84 0 0 0 int OK 85 0 0 0 Int OK 86 0 0 0 Inf OK 87 0 0 0 int OK 88 0 0 0 int OK 89 0 0 0 int OK 90 0 0 0 In? OK 91 0 0 0 int OK 92 0 0 0 int OK 93 0 0 0 int OK 94 0 0 0 int OK 95 0 0 0 inf OK 96 0 0 0 Int OK 97 0 0 0 int OK —'� 98 0 0 0 int OK 99 0 0 0 inf OK 100 0 0 o Int OK 101 0 0 0 int OK 102 0 0 0 int OK 1 103 0 0 0 inf OK 104 0 0 0 inf OK 105 0 0 0 inf OK 106 0 0 0 int OK 107 0 0 0 inf OK 108 0 0 0 inf OK 109 0 0 0 Int OK 110 0 0 0 int OK 111 0 0 0 int OK 112 0 0 0 int OK 113 0 0 0 inf OK 114 0 0 0 int OK 115 0 0 0 inf OK 116 0 0 0 inf OK 117 0 0 0 inf OK 118 0 0 0 int OK 119 0 0 0 inf OK 120 0 0 0 Int OK 121 0 0 0 inf OK 122 0 0 0 int OK 123 0 0 0 inf OK 124 0 0 0 Int OK 125 0 0 0 int OK 126 0 0 0 int OK 127 0 0 0 int OK 128 0 0 0 inf OK 129 0 0 0 int OK 130 0 0 0 Int OK 131 0 0 0 int OK 132 0 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. «tui ibr; a'.'.i'.i`.uv.:l.';w:u:en;:: �••ti'a"Mt1 «E' Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 14 Engineers Northwest - P1 P2.tloor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (3) Ft,K, # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq, In.) (sq. In.) (sq. in.) (inches) 133 0 0 0 inf OK 134 0 0 0 inf OK 135 0 0 0 inf OK 136 0 0 0 Int OK 137 0 0 0 inf OK 138 0 0 0 inf OK 139 0 0 0 int OK 140 0 0 0 inf OK 141 0 0 0 inf OK 142 0 0 0 int OK 143 0 0 0 inf OK 144 0 0 0 inf OK 145 0 0 0 inf OK 146 0 0 0 inf OK 147 0 0 0 inf OK 148 0 0 0 inf OK 149 0 0 0 inf OK 150 0 1.34 ACI 18.4.1b 0 Int OK 151 0 0 0 inf OK 152 0 0 0 int OK 153 0 0 0 inf OK 154 0 0 0 inf OK 155 0 0 0 int OK 156 0 0 0 Int OK 157 0 0 0 inf OK 158 0 0 0 Int OK 159 0 0 0 inf OK 160 0 0 0 inf OK 161 1.4 AC1 18.4.1b 0 0 inf OK 162 0 0 0 inf OK 163 0 0 0 inf OK 164 0 0 0 inf OK 165 0 0 0 inf OK 166 0 0 0 int OK 167 0 0 0 inf OK 168 0 0 0 Int OK 169 0 0 0 inf OK 170 0 0 0 Int OK 171 0 0 0 inf OK 172 0 0 0 inf OK 173 0 0 0 inf OK 174 0 0 0 int OK 175 0 0 0 inf OK 176 0 0 0 Int OK 177 0 0 0 inf OK 178 0 0 0 inf OK 179 0 0 0 inf OK 180 0 0 0 int OK 181 0 0 0 inf OK 182 0 0 0 inf OK 183 0 0 0 inf OK 184 0 0 0 int OK 185 0 0 0 inf OK 186 0 0 0 Int OK 187 0 0 0 inf OK 188 0 0 0 inf OK 189 0 0 0 int OK 190 0 0 0 Int OK 191 0 0 0 int OK 192 0 0 0 inf OK 193 0 0 0 inf OK 194 0 0 0 inf OK 195 0 6.53 ACI 18.4.1b 0 inf OK 196 0 12.2 ACI 18.4.1b 0 inf OK 197 0 16.3 ACI 18.4.1b 0 inf OK 198 0 15.1 ACI 18.4.1b 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 15 .;(40.ci;:i4}} 1i1°-%, Engineers Northwest - P1 P2. floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (4) { As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status l; (sq. In.) (sq. in.) (sq. In.) (inches) 199 0 12.5 ACI 18.4.1b 0 inf OK 200 0 7.85 ACI 18.4.1b 0 Int OK 201 0 0 0 inf OK 202 0 0 0 int OK 203 0 0 0 inf OK 204 0 0 0 lit OK 205 0 0 0 inf OK 206 0 0 0 int OK 207 0 0 0 int OK 208 0 0 0 int OK 209 0 0 0 int OK 210 0 0 0 inf OK 211 0 0 0 inf OK 212 0 0 0 int OK 213 0 0 0 inf OK 214 0 0 0 int OK 215 0 0 0 int OK 216 0 0 0 int OK 217 0 0 0 inf OK 218 0 0 0 inf OK 219 0 0 0 inf OK 220 0 0 0 int OK 221 0 0 0 int OK 222 0 0 0 inf OK 223 0 0 0 inf OK 224 0 0 0 inf OK 225 0 0 0 inf OK 226 0 0 0 int OK 227 0 0 0 inf OK . 228 0 0 0 int OK ? 229 0 0 0 inf OK 230 0 0 0 int OK 231 0 0 0 inf OK 232 0 0 0 Int OK 233 0 0 0 inf OK 234 0 0 0 inf OK 235 0 0 0 Int OK 236 0 0 0 inf OK 237 0 0 0 inf OK 238 0 0 0 inf OK 239 0.847 ACI 18.4.1b 0 0 inf OK 240 0 0 0 inf OK 241 0 0 0 inf OK 242 0 0 0 int OK 243 0 0 0 int OK 244 0 0 0 int OK 245 0 0 0 Int OK 246 0 0 0 inf OK 247 0 0 0 inf OK 248 0 1.16 ACI 18.4.1b 0 int OK 249 0 0 0 int OK 250 0 0 0 int OK 251 0 0 0 int OK 252 0 0 0 int OK 253 0 0 0 Int OK 254 0 0 0 int OK 255 0 0 0 inf OK 256 0 0 0 int OK 257 0 0 0 int OK 258 0 0 0 int OK 259 0 0 0 int OK 260 0 0 0 inf OK { 261 0 0 0 int OK 262 0 0 0 int OK 263 0 0 0 inf OK 264 0 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. l7 Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 16 Engineers Northwest - P1 P2. floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (5) FL's- tt As Top Controlling As Bct Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. in.) (Inches) M265 0 0 0 int OK 266 0 0 0 Int OK 267 0 0 0 inf OK 268 0 0 0 int OK 269 0 0 0 int OK 270 0 0 0 Int OK 271 0 0 0 inf OK 272 0 0 0 Int OK 273 0 0 0 inf OK 274 0 0 0 Inf OK 275 0 0 0 inf OK 276 0 0 0 inf OK 277 0 0 0 inf OK 278 0 0 0 int OK 279 0 0 0 Int OK 280 0 0 0 int OK 281 0 0 0 inf OK 282 0 0 0 int OK 283 0 0 0 inf OK 284 0 0 0 Inf OK 285 0 0 0 inf OK 286 0 0 0 Inf OK 287 0 0 0 inf OK 288 0 0 0 Int OK 289 0 0 0 inf OK 290 0 0 0 int OK 291 0 0 0 inf OK 292 0 0 0 inf OK 293 0 0 0 inf OK 294 0 0 0 int OK 295 0 0 0 Inf OK 296 0 0 0 inf OK .---` 297 0 0 0 inf OK 298 0 0 0 int OK 299 0 0 0 inf OK 300 0 0 0 inf OK 301 0 0 0 inf OK 302 0 0 0 Int OK 303 0 • 0 0 Inf OK 304 0 0 0 inf OK 305 0 0 0 inf OK 306 0 0 0 Int OK 307 0 0 0 Int OK 308 0 0 0 Int OK 309 0 0 0 Inf OK 310 0 0 0 inf OK 311 0 0 0 inf OK 312 0 0 0 inf OK 313 0 0 0 inf OK 314 0 0 0 Int OK 315 0 0 0 inf OK 316 0 0 0 int OK 317 0 0 0 inf OK 318 0 0 0 Inf OK 319 0 0 0 inf OK 320 0 0 0 int OK 321 0 0 0 inf OK 322 0 0 0 Inf OK 323 0 0 0 Int OK 324 0 0 0 inf OK 325 0 0 0 int OK 326 0 0 0 Int OK 327 0 0 0 inf OK 328 0 0 0 int OK 329 0 0 0 int OK "Status' indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 17 l' yi<i{idiir4144 Engineers Northwest - P1 P2. floor - Monday April 28, 2003 Transfer LC: Design Section Stresses ri # Centroid Conc. Top Conc. Bot Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 1 (1.21,-128.8,-0.3542) -321 -191 -256 (-2100,-) - Gross 2 (1.203,-80,-0.3542) -171 -165 -168 (-2100,-) Gross 3 (1.311,-108.8,-0.3542) -195 -169 -182 (-2100,-) Gross 4 (1.237,-22.5,-0.3542) -191 -267 -229 (-2100,-) Gross 5 (1.277,-50,-0.3542) -169 -166 -168 (-2100,-) Gross 6 (1.259,-5,-0.3542) -265 -162 -214(-2100,-) Gross 7 (5.626,-111.2,-0.3542) -333 -106 -219 (-2100;) Gross 8 (5.626,-108.7,-0.3542) -298 -94.8 -196 (-2100,-) Gross 9 (5.626,-81.25,-0.3542) -305 -132 -218 (-2100,-) Gross 10 (5.703,-122.4,-0.3542) -84.9 -239 -162 (-2100,-) Gross 11 (5.626,-78.7,-0.3542) -301 -120 -211 (-2100,-)- Gross 12 (5.628,-51.26,-0.3542) -290 -140 -215 (-2100,-) Gross 13 (5.703,-94.66,-0.3542) -44.6 -263 -154 (-2100,-) Gross 14 (5.628,-48.67,-0.3542) -291 -151 -221 (-2100,-) Gross 15 (5.703,-64.85,-0.3542) -43 -284 -164 (-2100,-) Gross 16 (5.703,-35.01,-0.3542) -63.1 -251 -157 (-2100,-) Gross 17 (7.47,-21.24,-0.3542) -350 -46.5 -198 (-2100,-) Gross 18 (7.47,-18.67,-0.3542) -265 -90.5 -178 (-2100,-) Gross 19 (7.47,-10.48,-0.3542) -83.3 -246 -165 (-2100,-) Gross 20 (7.47,-1.209,-0.3542) -134 -89.3 -112 (-2100,-) Gross 21 (7.737,-133.8,-0.3542) -180 -100 -140 (-2100,-) Gross 22 (11.21,-108.8,-0.3542) -58.1 -290 -174 (-2100,-) Gross 23 (11.41,-80,-0.3542) -81.4 -251 -166 (-2100,-) Gross 24 (11.41,50,-0.3542) -96.3 -234 -165 (-2100,-) Gross 25 (14.8,-22.5,-0.3542) -189 -245 -217 (-2100,-) Gross 26 (14.8,-5,-0.3542) -121 -433 -277 (-2100,-) Gross 27 (15.78,-128.8,-0.3542) -60.2 -515 -288 (-2100,-) Gross 28 (15.78,-128.6,-0.3542) -60.2 -507 -284 (-2100,-) Gross 29 (22.08,-108.8,-0.394) -242 -39.9 -162 (-2100,-) Gross 30 (22.2,-80,-0.3542) -238 -95.9 -167 (-2100,-) Gross 31 (22.2,50,-0.3542) -232 -97.5 -164 (-2100,-) Gross 32 (24.89,-80,-0.3542) -215 -97.9 -156 (-2100,-) - Gross 33 (24.89,50,-0.3542) -202 -102 -152 (-2100,-) Gross 34 (25.01,-108.8,-0.394) -147 -156 -150 (-2100,) Gross 35 (27.45,-111.3,-0.4632) -399 66.3 -184 (-2100,-) Gross 36 (27.45,-108.8,-0.4632) -361 49.5 -171 (-2100,-) Gross 37 (26.38,-95.04,-0.3542) -93.2 -351 -222 (-2100,) Gross 38 (28.18,-35.01,-0.3542) -124 -323 -223 (-2100,-) Gross 39 (28.48,-122.5,-0.3542) -199 -324 -261 (-2100,) Gross 40 (28.64,-22.5,-0.3542) -222 -201 -211 (-2100,-) Gross 41 (28.78,-128.8,-0.3542) -566 27.9 -269 (-2100,-) Gross 42 (28.71,5,-0.3542) -519 -23.5 -271 (-2100,-) Gross 43 (29.67,-81.19,-0.3542) -235 -107 -171 (-2100,) Gross 44 (29.67,-78.74,-0.3542) -248 -78.2 -163 (-2100;) Gross 45 (29.67,-65.04,-0.3542) -68 -315 -191 (-2100,-) Gross 46 (29.67,-51.29,-0.3542) -237 -109 -173 (-2100,-) Gross 47 (29.67,-48.7,-0.3542) -234 -117 -176(-2100,-) Gross 48 (29.66,-21.24,-0.3542) -392 -61.9 -227 (-2100,-) Gross 49 (29.66,-18.75,-0.3542) -224 -107 -166 (-2100,-) Gross 50 (29.66,-10.48,-0.3542) -84 -273 -178 (-2100,-) Gross 51 (29.66,-1.222,-0.3542) -196 -97 -147 (-2100,-) Gross 52 (30.63,-133.8,-0.3542) -271 -112 -192 (-2100,-) Gross 53 (31.32,-128.8,-0.3542) -431 88.6 -171 (-2100,-) Gross 54 (31.27,-5,-0.3542) -336 33.4 -151 (-2100,-) Gross 55 (31.35,-22.5,-0.3542) -152 -169 -160(-2100,-) Gross 56 (36.76,-80,-0.3542) -103 -243 -173 (-2100,) Gross 57 (36.76,-50,-0.3542) -76.4 -241 -159(-2100,-) Gross 58 (41.55,-108.8,-0.394) -141 -166 -151 (-2100,) Gross 59 (44.95,-22.5,-0.3542) -71.6 -234 -153 (-2100,-) Gross 60 (44.95,-5,-0.3542) 60.1 -293 -116 (-2100,-) Gross 61 (45.76,-128.8,-0.3542) 65.2 -340 -137 (-2100,-) Gross "Centroid" indicates the section centrold in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Umtts" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Cal:." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 18 lbk7 '9S Sfi�!, "qtr ?res*? C?CpST? 11'?"a,v,4n. Engineers Northwest - P1P2.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (2) ems # Centroid Cori. Top Conc. Bot Conc. Cent. Cori Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (Icsi) (iii) 62 (47.78,-80,-0.3542) -254 -134 -194 (-2100,-) 63 (47.78,-50,-0.3542) -201 -133 -167 (-2100,-) 64 (53.71,-78.74,-0.3542) -356 -196 -276 (-2100,-) 65 (54.02,-73.96,-0.3542) -218 -234 -226 (-2100,-) 66 (54.48,-81.27,-0.3542) -347 -261 -304 (-2100,-) 67 (57.16,-111.2,-0.4578) -309 -20.2 -177 (-2100,-) 68 (58.57,-95.04,-0.3542) -132 -326 -229 (-2100,-) 69 (57.3,-108.8,-0.4571) -296 -25.7 -173 (-2100,-) 70 (58.63,-128.8,-0.3542) -364 92.1 -136 (-2100,-) 71 (58.66,-108.8,-0.394) -74.9 -215 -130 (-2100,-) 72 (58.68,-5,-0.3542) -326 95.3 -115 (-2100,-) 73 (58.7,-22.5,-0.3542) -162 -97.3 -130 (-2100,-) 74 (59.63,-21.16,-0.3542) -295 -152 -224 (-2100,-) 75 (59.63,-18.75,-0.3542) -156 -171 -163 (-2100,-) 76 (59.63,-10.48,-0.3542) -81.3 -224 -153 (-2100,-) 77 (59.63,-1.229,-0.3542) -150 -71 -110 (-2100,-) 78 (59.71,-48.78,-0.3542) -166 -372 -269 (-2100,-) 79 (59.82,-34.99,-0.3542) -223 -251 -237 (-2100,-) 80 (60.63,-133.7,-0.3542) -197 -173 -185 (-2100,-) 81 (60.67,-122.5,-0.3542) -171 -245 -208 (-2100,-) 82 (61.2,-5,-0.3542) -293 113 -90 (-2100,-) 83 (61.34,-108.8,-0.394) -82.2 -180 -121 (-2100,-) 84 (61.37,-131,-0.3542) -218 47.9 -84.9 (-2100,-) 85 (61.33,-22.5,-0.3542) -143 -95.1 -119 (-2100,-) 86 (66.25,-81.31,-0.3542) -307 -158 -233 (-2100,-) 87 (66.25,-78.7,-0.3542) -215 -145 -180 (-2100,-) 88 (66.25,-68.88,-0.3542) -148 -194 -171 (-2100,-) 89 (66.25,-60.85,-0.3542) -158 -157 -158 (-2100,-) 90 (68.02,-136.2,-0.3542) -83.5 -375 -229 (-2100,-) 91 (70.53,-50,-0.3542) 19.1 -121 -50.9 (-2100,-) i 92 (70.61,-80,-0.3542) -9.21 -104 -56.5 (-2100,-) 93 (74.7,-22.5,-0.3542) -33.3 -185 -109 (-2100,-) 94 (74.7,-5,-0.3542) 68.4 -294 -113 (-2100,-) 95 (75.59,-106.8,-0.3542) -81.1 -141 -111 (-2100,) 96 (75.67,-131,-0.3542) -5.02 -211 -108 (-2100,-) 97 (85.25,-80,-0.3542) 5.39 -131 -62.6 (-2100,-) 98 (85.25,50,-0.3542) 4.58 -120 -57.8 (-2100,-) 99 (85.4,-81.27,-0.3542) -261 -131 -196 (-2100,-) 100 (85.4,-78.8,-0.3542) -276 -118 -197 (-2100,-) 101 (85.4,-65.04,-0.3542) -109 -292 -200 (-2100,-) 102 (85.4,-51.17,-0.3542) -242 -139 -191 (-2100,-) 103 (85.4,-48.64,-0.3542) -247 -131 -189 (-2100,-) 104 (88.55,-108.8,-0.3542) -65.1 -138 -102 (-2100,-) 105 (88.72,-131,-0.3542) -230 3.12 -113 (-2100,-) 106 (88.69,5,-0.3542) -300 110 -95.1 (-2100,-) 107 (88.74,-22.5,-0.3542) -130 -85.1 -108 (-2100,-) 108 (89.87,-34.99,-0.3542) -114 -284 -199 (-2100,-) 109 (89.86,-21.16,-0.3542) 335 -76.4 -206 (-2100,-) 110 (89.86,-18.75,-0.3542) -183 -126 -154 (-2100,-) 111 (89.86,-10.48,-0.3542) -79.7 -233 -156 (-2100,-) 112 (89.86,-1.243,-0.3542) -157 -91.1 -124 (-2100,-) 113 (90.64,-138.8,-0.3542) -209 -175 -192 (-2100,-) 114 (90.64,-111.2,-0.3542) -398 -132 -265 (-2100,-) 115 (90.64,-108.7,-0.3542) -271 -148 -209 (-2100,-) 116 (90.68,-125,-0.3542) -226 -324 -275 (-2100,-) 117 (90.68,-95.04,-0.3542) -79.3 -322 -201 (-2100,-) 118 (91.39,-131,-0.3542) -232 20.6 -106 (-2100,-) 119 (91.37,-108.8,-0.3542) -31 -160 -95.5 (-2100,-) 120 (91.28,-22.5,-0.3542) -122 -80.5 -101 (-2100,-) 121 (91.32,-5,-0.3542) -271 115 -77.8 (-2100,-) 122 (100.6,-50,-0.3542) -20.8 -122 -71.5 (-2100,-) "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; ' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross FL 2)' Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 19 u<�,?1Y�1'h"14+khM.M e!F4kx'iYr rti�,: r?!9„l�k Engineers Northwest - P1 P2.floor - Monday April 28, 2003 FLZ—u Transfer LC: Design Section Stresses - Continued (3) # Centroid (feet) 123 (100.6,-80,-0.3542) 124 (105,-22.5,-0.3542) 125 (105,-5,-0.3542) 126 (105.8,-108.8,-0.3542) 127 (105.9,-131,-0.3542) 128 (109,-78.8,-0.3542) 129 (109.1,-65.04,-0.3542) 130 (117,-81.19,-0.3542) 131 (117.2,51.25,-0.3542) 132 (117.2,-48.64,-0.3542) 133 (118.6,-108.8,-0.3542) 134 (118.7,-131,-0.3542) 135 (118.7,-22.5,-0.3542) 136 (118.8,-5,-0.3542) 137 (120.1,-34.99,-0.3542) 138 (120.2,-125,-0.3542) 139 (120.2,-21.22,-0.3542) 140 (120.2,-18.75,-0.3542) 141 (120.2,-10.48,-0.3542) 142 (120.2,-1.317,-0.3542) 143 (120.3,-138.8,-0.3542) 144 (120.3,-111.2,-0.3542) 145 (120.3,-108.7,-0.3542) 146 (120.3,-94.96,-0.3542) 147 (121.3,-131,-0.3542) 148 (121.4,-108.8,-0.3542) 149 (121.3,-22.5,-0.3542) 150 (121.4,-5,-0.3542) 151 (124.4,57.81,-0.3542) 152 (130,-50,-0.3542) 153 (130.1,-80,-0.3542) 154 (134.6,-131A3542) 155 (134.7,-108.8,-0.3542) 156 (134.8,-80,-0.3542) 157 (135,-78.86,-0.3542) 158 (135,-65.04,-0.3542) 159 (135,-50,-0.3542) 160 (135.2,-22.5,-0.3542) 161 (135.2,-5,-0.3542) 162 (139.9,-80,-0.3542) 163 (139.9,-50,-0.3542) 164 (148.6,-108.8,-0.3542) 165 (148.7,-131,-0.3542) 166 (148.7,-5,-0.3542) 167 (148.7,-22.5,-0.3542) 168 (149.7,-125,-0.3542) 169 (149.8,-108.7,-0.3542) 170 (149.8,-111.2,-0.3542) 171 (149.9,-138.8,-0.3542) 172 (149.8,-81.19,-0.3542) 173 (149.9,-94.96,-0.3542) 174 (150.1,-51.34,-0.3542) 175 (150.1,-48.6,-0.3542) 176 (150.1,-35.1,-0.3542) 177 (150.1,-21.24,-0.3542) 178 (150.1,-18.68,-0.3542) 179 (150.1,-10.38,-0.3542) 180 (150.1,-1.375,-0.3542) 181 (151:3,-131,-0.3542) 182 (151.3,-22.5,-0.3542) 183 (151.3,-5,-0.3542) Conc. Top Conc. Bot. Conc. Cent. Conc Limits (Psi) (Psi) (Psi) (Psi) -28.9 -112 -70.4 (-2100,-) -12.2 -158 -85.2 (-2100,-) 73.1 -247 -87.1 (-2100,-) -79.2 -83.3 -81.2 (-2100,-) -23.5 -189 -106 (-2100,-) -220 -129 -174 (-2100,-) -99.7 -225 -162 (-2100,-) -316 -168 -242 (-2100,-) -240 -193 -216 (-2100,-) -265 -180 -223 (-2100,-) -24.9 -114 -69.7 (-2100,-) -280 61 -110 (-2100,-) -134 -26.8 -80.5 (-2100,-) -318 175 -71.1 (-2100,-) -115 -317 -216 (-2100,-) -243 -307 -275 (-2100,-) -352 -71.6 -212 (-2100,-) -222 -113 -168 (-2100,-) -81.5 -256 -169 (-2100,-) -182 -67.9 -125 (-2100,-) -279 -139 -209 (-2100,-) -379 -163 -271 (-2100,-) -342 -145 -244 (-2100,-) -114 -389 -251 (-2100,-) -380 97.9 -141 (-2100,-) -153 -101 -127 (-2100,-) -226 1.36 -112 (-2100,-) -527 247 -140 (-2100,-) -273 -269 -271 (-2100,-) -107 -45.1 -76.3 (-2100,-) -65.3 -56.2 -60.8 (-2100,-) 102 -376 -137 (-2100,-) 21 -282 -130 (-2100,-) -76.5 -46 -61.2 (-2100,-) -77.5 -209 -143 (-2100,-) -166 -119 -142 (-2100,-) -116 -38.3 -76.9 (-2100,-) 68.6 -295 -113 (-2100,-) 245 -485 -120 (-2100,-) -51.6 -77.3 -64.4 (-2100,-) -81 -72.3 -76.6 (-2100,-) -76.1 -188 -132 (-2100,-) -266 6.74 -129 (-2100,-) -392 160 -116 (-2100,-) -125 -102 -114 (-2100,-) -324 -80.7 -202 (-2100,-) -173 -308 -241 (-2100,-) -63.1 -349 -206 (-2100,-) -128 -119 -123 (-2100,-) -255 -237 -246 (-2100,) -215 -299 -257 (-2100,-) -525 -190 -358 (-2100,-) -242 -205 -224 (-2100,-) -163 -251 -207 (-2100,-) -267 -127 -197 (-2100,-) -159 -145 -152 (-2100,-) -94.3 -201 -148 (-2100,-) -150 -73.1 -112 (-2100,-) -176 -88.9 -132 (-2100,-) 32.1 -265 -116 (-2100,-) -163 -83.7 -124 (-2100,-) Rebar Top Rebar Bot. Rebar Limits (ksi) (ksi) (ksi) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. • Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 20 '?.`?xzk� <"+;rm�'7?;�7:.'kr: m43TM+;'i`lY� Y"Si9.:�'Sstvsua+,oIn* Engineers Northwest - P1 P2.floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (4) FLh Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksl) (Icsl) 184 (151.4,-108.8,-0.3542) 18.8 -296 -139 (-2100,-) Gross 185 (151.5,-80,-0.3542) 126 -332 -103 (-2100,-) Gross 186 (151.5,-50,-0.3542) 98.1 -327 -115 (-2100,-) Gross 187 (152.6,-56.9,-0.3542) -131 -287 -209 (-2100,-) - Gross 188 (157.2,-80,-0.3542) -176 -21.2 -98.7 (-2100,-) Gross 189 (157.2,-108.8,-0.3542) -273 -21.2 -147 (-2100,-) Gross 190 (157.2,-50,-0.3542) -189 -38.3 -114 (-2100,-) Gross 191 (157.2,-22.5,-0.3542) -246 12.2 -117 (-2100,-) Gross 192 (157.2,-5,-0.3542) -232 -17.1 -125 (-2100,-) Gross 193 (157.5,-131,-0.3542) -307 72.2 -118 (-2100,) Gross 194 (158.2,-65.04,-0.3542) -77.6 -226 -152 (-2100,-) Gross 195 (165,-131.1,-0.3542) -86.2 295 104 (-2100,-) Gross 196 (165,-108.7,-0.3542) -82.4 323 121 (-2100,-) Gross 197 (165,-79.99,-0.3542) -7.57 331 162 (-2100,-) Gross 198 (165,-50.06,-0.3542) -28.3 319 145 (-2100,-) Gross 199 (165,-22.78,-0.3542) -20.2 321 150 (-2100,-) Gross 200 (165,-5.322,-0.3542) 103 331 217 (-2100,-) Gross 201 (172.7,-108.8,-0.3542) -291 48.8 -121 (-2100,-) Gross 202 (172.8,-131,-0.3542) -207 -34.3 -120 (-2100,-) Gross 203 (172.9,-80,-0.3542) -188 53.6 -67.3 (-2100,-) Gross 204 (173.1,-50,-0.3542) -183 39.4 -72 (-2100,) Gross 205 (173.1,-22.5,-0.3542) -248 -3.46 -126 (-2100,-) Gross 206 (173.1,-5,-0.3542) -219 -33.7 -126 (-2100,-) Gross 207 (178.6,-108.8,-0.3542) 82.6 -320 -119 (-2100,-) Gross 208 (178.7,-131,-0.3542) -146 -136 -141 (-2100,-) Gross 209 (178.7,-80,-0.3542) 77 -209 -65.9 (-2100,-) Gross 210 (178.6,-5,-0.3542) -172 -68.3 -120 (-2100,-) Gross 211 (178.7,-50,-0.3542) 83.4 -219 -67.9 (-2100,-) Gross 212 (178.7,-22.5,-0.3542) 2.8 -267 -132 (-2100,-) Gross 213 (179.6,-125,-0.3542) -254 -273 -263 (-2100,-) Gross 214 (179.7,-138.8,-0.3542) -182 -195 -188 (-2100,-) Gross 215 (179.8,-108.7,-0.3542) -163 -221 -192 (-2100,-) Gross 216 (179.8,-111.3,-0.3542) -340 -175 -258 (-2100,-) Gross 217 (179.9,-94.96,-0.3542) -126 -251 -189 (-2100,-) Gross 218 (179.9,-81.32,-0.3542) -220 -178 -199 (-2100,-) Gross 219 (179.9,-78.94,-0.3542) -203 -193 -198 (-2100,-) Gross 220 (179.9,-6499,-0.3542) -140 -271 -206 (-2100,-) Gross 221 (179.9,-51.3,-0.3542) -209 -191 -200 (-2100,-) Gross 222 (179.9,118.74,-0.3542) -209 -195 -202 (-2100,-) • Gross 223 (179.9,-34.88,-0.3542) -152 -233 -193 (-2100,-) Gross 224 (179.9,-21.2,-0.3542) -270 -118 -194 (-2100,-) Gross 225 (179.9,-18.73,-0.3542) -164 -139 -151 (-2100,-) Gross 226 (179.9,-10.26,-0.3542) -99.1 -202 -151 (-2100,-) Gross 227 (179.9,-1.34,-0.3542) -160 -82.4 -121 (-2100,-) Gross 228 (181.2,-22.5,-0.3542) -159 -119 -139 (-2100,-) Gross 229 (181.3,-80,-0.3542) -25.1 -112 -68.8 (-2100,-) Gross 230 (181.3,-108.8,-0.3542) -57.2 -190 -124 (-2100,-) Gross 231 (181.4,-131,-0.3542) -230 -68.2 -149 (-2100,-) Gross 232 (181.4,-50,-0.3542) -22.8 -116 -69.3 (-2100,-) Gross 233 (181.3,5,-0.3542) -423 149 -137 (-2100,-) Gross 234 (194.6,-131,-0.3542) 85.9 -395 -155 (-2100,-) Gross 235 (194.8,-108.8,-0.3542) 6.57 -260 -127 (-2100,-) Gross 236 (194.8,-80,-0.3542) 44 -173 -64.6 (-2100,-) Gross 237 (194.8,-50,-0.3542) 47.9 -162 -57.3 (-2100,-) Gross 238 (194.8,-22.5,-0.3542) 56 -328 -136 (-2100,-) Gross 239 (194.8,-5,-0.3542) 190 -535 -172 (-2100,-) Gross 240 (201.6,-65.04,-0.3542) -88.4 -212 -150 (-2100,-) Gross 241 (201.7,-78.91,-0.3542) -266 -84.9 -176 (-2100,-) Gross 242 (202.3,-136.2,-0.3542) -155 -470 -313 (-2100,-) Gross — 243 (208.5,-80,-0.3542) -136 9.82 -63 (-2100,-) Gross 244 (208.6,-131,-0.3542) -370 102 -134 (-2100,-) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress Ilmit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; '-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 21 Engineers Northwest - P1 P2. floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (5) # Centroid Conc. Top Conc. Dot Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Cate. (feet) (Psi) (Psi) (Psi) (psi) (ksi) (ksi) (ksi) 245 (208.5,-50,-0.3542) -111 18.8 -46.3 (-2100,-) Gross 246 (208.7,-108.8,-0.394) -160 -104 -138 (-2100,-) Gross 247 (208.7,-22.5,-0.3542) -254 -37.8 -146 (-2100,-) Gross 248 (208.7,-5,-0.3542) -554 231 -161 (-2100,-) Gross 249 (209.5,-21.17,-0.3542) -433 -68.4 -251 (-2100,-) Gross 250 (209.5,-18.75,-0.3542) -224 -127 -176 (-2100,-) Gross 251 (209.5,-10.42,-0.3542) -80.5 -256 -168 (-2100,-) Gross 252 (209.5,-1.315,-0.3542) -186 -69.8 -128 (-2100,-) Gross 253 (209.8,-48.65,-0.3542) -317 -200 -259 (-2100,-) Gross 254 (209.8,-34.99,-0.3542) -151 -366 -259 (-2100,-) - Gross 255 (211.2,-128.8,-0.3542) -398 111 -143 (-2100,-) Gross 256 (211.3,-108.8,-0.394) -90.1 -174 -123 (-2100,-) - Gross 257 (211.3,-22.5,-0.3542) -170 -82.2 -126 (-2100,-) Gross 258 (211.3,-5,-0.3542) -372 147 -112 (-2100,-) Gross 259 (211.9,-133.8,-0.3542) -213 -164 -188 (-2100,-) Gross 260 (211.9,-122.5,-0.3542) -150 -336 -243, (-2100,-) Gross 261 (213.1,-111.3,-0.4588) -411 53.6 -198 (-2100,-) - Gross 262 (213.1,-108.7,-0.4588) -336 19.7 -173 (-2100,-) Gross 263 (211.9,-95.04,-0.3542) -97.6 -353 -225 (-2100,-) Gross 264 (214.3,-81.32,-0.3542) -327 -132 -230 (-2100,-) Gross 265 (222,-80,-0.3542) -253 -120 -186 (-2100,-) Gross 266 (222.1,-50,-0.3542) -208 -117 -162 (-2100,-) Gross 267 (224.8,-22.5,-0.3542) -71.9 -204 -138 (-2100,-) Gross 268 (224.8,-5,-0.3542) 42 -282 -120 (-2100,-) - Gross 269 (227.6,-78.88,-0.3542) -261 -56.8 -159 (-2100,-) Gross 270 (227.6,-51.31,-0.3542) -256 -74.3 -165 (-2100,-) - Gross 271 (227.9,-64.58,-0.3542) -16.7 -285 -151 (-2100,-) Gross 272 (228.9,-128.8,-0.3542) -2.47 -311 -157 (-2100,-) Gross 273 (228.9,-108.8,-0.394) -144 -137 -141 (-2100,-) Gross 274 (233.8,-80,-0.3542) -95.6 -240 -168 (-2100,-) Gross `t 275 (233.8,50,-0.3542) -74.2 -236 -155 (-2100,-) Gross • ' 276 (238.6,-128.8,-0.3542) -414 98.2 -158 (-2100,-) Groes 277 (238.7,-22.5,-0.3542) -160 -160 -160 (-2100,-) Gross 278 (238.7,5,-0.3542) -315 65.3 -125 (-2100,-) Gross 279 (239.5,-21.23,-0.3542) 392 -58.1 -225 (-2100,-) Gross 280 (239.5,-18.75,-0.3542) -243 -100 -172 (-2100,-) Gross 281 (239.5,-10.42,-0.3542) -89.2 -271 -180 (-2100,-) Gross 282 (239.5,-1.249,-0.3542) -204 -101 -153 (-2100,-) Gross 283 (241.3,-22.5,-0.3542) -211 -213 -212 (-2100,-) Gross 284 (241.3,-5,-0.3542) -490 -20.3 -255 (-2100,-) Gross 285 (241.4,-128.8,-0.3542) -560 37.4 -261 (-2100,-) Gross 286 (241.4,-48.56,-0.3542) -240 -110 -175 (-2100,-) Gross 287 (241.4,-34.99,-0.3542) -132 -326 -229 (-2100,-) Gross 288 (243.4,-122.5,-0.3542) -186 -333 -259 (-2100,-) Gross 289 (243.4,-133.8,-0.3542) -242 -138 -190 (-2100,-) Gross 290 (242.5,-111.2,-0.4649) -384 51.7 -181 (-2100,-) - Gross 291 (242.5,-108.7,-0.4649) -347 34.8 -170 (-2100,-) Gross 292 (243.4,-95.04,-0.3542) -111 -332 -222 (-2100,-) Gross 293 (245.1,-80,-0.3542) -221 -83 -152 (-2100,-) Gross 294 (245.2,-108.8,-0.394) -137 -170 -150 (-2100,-) Gross 295 (245.1,-50,-0.3542) -216 -83.8 -150 (-2100,-) Gross 296 (245.6,-81.3,-0.3542) -230 -116 -173 (-2100,-) - Gross 297 (245.6,-78.81,-0.3542) -228 -109 -168 (-2100,-) Gross 298 (245.6,-51.31,-0.3542) -235 -122 -178 (-2100,-) Gross 299 (245.9,-65.04,-0.3542) -91.8 -328 -210 (-2100,-) Gross 300 (247.8,-108.8,-0.394) -232 -56 -163 (-2100,-) Gross 301 (247.6,-80,-0.3542) -236 -94.6 -165 (-2100,-) Gross 302 (247.9,-50,-0.3542) -231 -97.6 -164 (-2100,-) Gross 303 (254.2,-22.5,-0.3542) -172 -247 -209 (-2100,-) Gross 304 (254.2,-5,-0.3542) -102 -453 -278 (-2100,-) Gross 305 (257.6,-128.8,-0.3542) -119 -450 -284 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Cala" indicates the type of calculation used to determine the stresses. FaIS Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 22 Engineers Northwest - P1 P2. floor - Monday April 28, 2003 2* Transfer LC: Design Section Stresses - Continued (6) Fc -e- # Centroid (feet) 306 (257.8,-108.8,-0.3542) 307 (258,-80,-0.3542) 308 (258,-50,-0.3542) 309 (261.9,-21.15,-0.3542) 310 (261.9,-18.67,-0.3542) 311 (261.9,-10.42,-0.3542) 312 (262,-1.249,-0.3542) 313 (263.7,-133.7,-0.3542) 314 (263.7,-122.5,-0.3542) 315 (263.6,-34.99,-0.3542) 316 (263.7,-111.1,-0.3542) 317 (263.7,-108.7,-0.3542) 318 (263.7,-95.04,-0.3542) 319 (263.7,-81.19,-0.3542) 320 (263.7,-78.77,-0.3542) 321 (263.7,-51.41,-0.3542) 322 (263.7,-48.49,-0.3542) 323 (263.7,-65.04,-0.3542) 324 (268.6,-50,-0.3542) 325 (268.7,-128.8,-0.3542) 326 (268.6,-80,-0.3542) 327 (268.7,-108.8,-0.3542) 328 (268.6,-5,-0.3542) 329 (268.7,-22.5,-0.3542) Conc. Top Conc. Bot. (Psi) (Psi) -38.6 -307 -71.3 -256 -87.4 -241 -337 -52.6 -203 -107 -99.7 -211 -127 -82.1 -210 -139 -107 -242 -83.8 -243 -282 -109 -255 -102 -59.8 -250 -250 -137 -246 -131 -241 -143 -247 -146 -59.2 -270 -172 -161 -306 -168 -172 -161 -192 -167 -287 -172 -188 -265 Conn Cent (Psi) -173 -164 -164 -195 -155 -156 -105 -174 -175 -163 -196 -179 -155 -193 -188 -192 -197 -165 -166 -237 -167 -180 -229 -227 Conc Limits (Psi) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) Rebar Top Rebar Bot Rebar Limits (kW) (ksl) (ksi) • "Centroid' indicates the section centroid in X,Y,Z coordinates. 'Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 23 Service LC: Design Section Summary Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Fa -7.P2 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 1 2.3 ACI 18.9.3.3 0 0 inf OK 2 2.3 ACI 18.9.3.3 0 0 inf OK 3 2.3 ACI 18.9.3.3 0 0 inf OK 4 2.3 ACI 18.9.3.3 0 0 Inf OK 5 2.3 ACI 18.9.3.3 0 0 inf OK 8 2.3 ACI 18.9.3.3 0 0 inf OK 7 2.3 ACI 18.9.3.3 0 0 Inf OK 8 2.3 ACI 18.9.3.3 0 0 Inf OK 9 2.3 ACI 18.9.3.3 0 0 inf OK 10 0 0 0 inf OK 11 2.3 ACI 18.9.3.3 0 0 inf OK 12 2.3 ACI 18.9.3.3 0 0 inf OK 13 0 0 0 Inf OK 14 2.3 ACI 18.9.3.3 0 0 Inf OK 15 0 0 0 inf OK 16 0 0 0 inf OK 17 2.3 ACI 18.9.3.3 0 0 inf OK 18 2.3 ACI 18.9.3.3 0 0 Int OK 19 0 0 0 inf OK 20 2.3 ACI 18.9.3.3 0 0 Int OK 21 2.3 ACI 18.9.3.3 0 0 inf OK 22 0 0 0 inf OK 23 0 0 0 inf OK 24 0 0 0 inf OK 25 0 0 0 inf OK 26 0 0 0 int OK 27 0 0 0 inf OK 28 2.3 ACI 18.9.3.3 0 0 Inf OK 29 3.24 ACI 18.9.3.3 0 0 inf OK 30 2.3 ACI 18.9.3.3 0 0 Int OK 31 2.3 ACI 18.9.3.3 0 0 inf OK 32 2.3 ACI 18.9.3.3 0 0 inf OK 33 2.3 ACI 18.9.3.3 0 0 inf OK 34 3.24 ACI 18.9.3.3 0 0 inf OK 35 3.28 ACI 18.9.3.3 0 0 In? OK 36 3.28 ACI 18.9.3.3 0 0 inf OK 37 0 0 0 inf OK 38 0 0 0 Int OK 39 0 0 0 Int OK 40 2.3 ACI 18.9.3.3 0 ' 0 Int OK 41 2.3 ACI 18.9.3.3 0 0 Inf OK 42 2.3 ACI 18.9.3.3 0 0 inf OK 43 2.79 ACI 18.9.3.3 0 0 inf OK 44 2.79 ACI 18.9.3.3 0 0 inf OK 45 0 0 0 inf OK 46 2.79 ACI 18.9.3.3 0 0 Int OK 47 2.79 ACI 18.9.3.3 0 0 inf OK 48 2.3 ACI 18.9.3.3 0 0 inf OK 49 2.3 ACI 18.9.3.3 0 0 inf OK 50 0 0 0 inf OK 51 2.3 ACI 18.9.3.3 0 0 Int OK 52 2.32 ACI 18.9.3.3 0 0 Inf OK 53 2.3 ACI 18.9.3.3 0 0 Inf OK 54 2.3 ACI 18.9.3.3 0 0 Inf OK 55 2.3 ACI 18.9.3.3 0 0 int OK 56 0 0 0 Int OK 57 0 0 0 inf OK 58 0 1.09 ACI 18.9.3.2 0 Int OK 59 0 0 0 int OK 60 0 0 0 int OK 61 0 0 0 inf OK 62 2.3 ACI 18.9.3.3 0 0 Int OK 63 2.3 ACI 18.9.3.3 0 0 int OK 64 2.3 ACI 18.9.3.3 0 0 int OK 65 2.3 ACI 18.9.3.3 0 0 int OK 66 2.3 ACI 18.9.3.3 0 0 Inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 24 444 Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (2) # As Top Controlling (sq. In.) 67 3.65 ACI 18.9.3.3 68 0 69 3.68 ACI 18.9.3.3 70 2.3 ACI 18.9.3,3 71 3.24 ACI 18.9.3.3 72 2.3 ACI 18.9.3.3 73 2.3 ACI 18.9.3.3 74 2.3 ACI 18.9.3.3 75 2.3 ACI 18.9.3.3 76 0 77 2.3 ACI 18.9.3.3 78 2.3 ACI 18.9.3.3 79 0 80 2.3 ACI 18.9.3.3 81 0 82 2.3 ACI 18.9.3.3 83 3.24 ACI 18.9.3.3 84 2.3 ACI 18.9.3.3 85 2.3 ACI 18.9.3.3 86 2.3 ACI 18.9.3.3 87 2.3 ACI 18.9.3.3 88 2.3 ACI 18.9.3.3 89 0 90 2.3 ACI 18.9.3.3 91 2.3 ACI 18.9.3.3 92 2.3 ACI 18.9.3.3 93 0 94 0 95 0 96 0 97 0 98 0 99 2.3 ACI 18.9.3.3 100 2.3 ACI 18.9.3.3 101 0 102 2.3 ACI 18.9.3.3 103 2.3 ACI 18.9.3.3 104 2.3 ACI 18.9.3.3 105 2.3 ACI 18.9.3.3 106 2.3 ACI 18.9.3.3 107 2.3 ACI 18.9.3.3 108 0 109 2.33 ACI 18.9.3.3 110 2.33 ACI 18.9.3.3 111 0 112 2.33 ACI 18.9.3.3 113 2.3 ACI 18.9.3.3 114 2.3 ACI 18.9.3.3 115 2.3 ACI 18.9.3.3 116 0 117 0 118 2.3 ACI 18.9.3.3 119 2.3 ACI 18.9.3.3 120 2.3 ACI 18.9.3.3 121 2.3 ACI 18.9.3.3 122 2.3 ACI 18.9.3.3 123 2.3 ACI 18.9.3.3 124 0 125 0 126 0 127 0 128 2.3 ACI 18.9.3.3 129 0 130 2.71 ACI 18.9.3.3 131 2.74 ACI 18.9.3.3 132 2.74 ACI 18.9.3.3 As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (inches) 0 0 inf OK 0 0 int OK 0 0 lnf OK 0 0 Int OK 0 0 inf OK 0 0 int OK 0 0 inf OK 0 0 inf OK 0 0 Int OK 0 0 Int OK 0 0 inf OK 0 0 int OK 0 0 int OK 0 0 inf OK 0 0 Inf OK 0 0 inf OK 0 0 inf OK 0 0 inf OK 0 0 inf OK 0 0 inf OK 0 0 inf OK 0 0 inf OK 0 0 int OK 0 0 • inf OK 0 0 Int OK 0 0 int OK 0 0 inf OK 0 0 Int OK 0 0 int OK 0 0 int OK 0 0 inf OK 2.94 ACI 18.9.3.2 0 Int OK 0 0 int OK 0 0 inf OK 0 0 int OK 0 0 int OK 0 0 int OK 0 0 Int OK 0 0 Int OK 0 0 inf OK 0 0 inf OK 0 0 int OK 0 0 inf OK 0 0 Int OK 0 0 lnf OK 0 0 int OK 0 0 inf OK 0 0 inf OK 0 0 inf OK 0 0 inf OK 0 0 inf OK O 0 Int OK 0 0 inf OK 0 0 inf OK O 0 inf OK O 0 Int OK 0 0 int OK 0 0 inf OK 0 0 inf OK 0 0 int OK 0 0 Int OK 0 0 Int OK 0 0 inf OK O 0 int OK O 0 Int OK O 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 25 s:tyilAst aiiGd dsii Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (3) F7 eini # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. in.) (Inches) 133 2.3 ACI 18.9.3.3 0 0 int OK 134 2.3 ACI 18.9.3.3 0 0 inf OK 135 2.3 ACI 18.9.3.3 0 0 int OK 136 2.3 ACI 18.9.3.3 0 0 Int OK 137 0 0 0 inf OK 138 0 0 0 int OK 139 2.31 ACI 18.9.3.3 0 0 int OK 140 2.31 ACI 18.9.3.3 0 0 inf OK 141 0 0 0 int OK 142 2.31 ACI 18.9.3.3 0 0 int OK 143 2.3 ACI 18.9.3.3 0 0 int OK 144 2.3 ACI 18.9.3.3 0 0 int OK 145 2.3 ACI 18.9.3.3 0 0 int OK 146 0 0 0 inf OK 147 2.3 ACI 18.9.3.3 0 0 int OK 148 2.3 ACI 18.9.3.3 0 0 Int OK 149 2.3 ACI 18.9.3.3 0 0 inf OK 150 2.3 ACI 18.9.3.3 0 0 int OK 151 2.3 ACI 18.9.3.3 0 0 Int OK 152 2.3 ACI 18.9.3.3 0 0 int OK 153 2.3 ACI 18.9.3.3 0 0 int OK 154 0 0 0 inf OK 155 0 0 0 int OK 156 0 0 0 inf OK 157 2.3 ACI 18.9.3.3 0 0 inf OK 158 0 0 0 inf OK 159 0 0 0 int OK 160 0 0 0 int OK 161 0 0 0 inf OK 162 2.3 ACI 18.9.3.3 0 0 inf OK 163 2.3 ACI 18.9.3.3 0 0 int OK 164 2.3 ACI 18.9.3.3 0 0 Int OK 165 0 2.53 ACI 18.9.3.2 0 inf OK i J 166 2.3 ACI 18.9.3.3 0 0 inf OK } 167 0 0 0 inf OK 1 168 2.3 ACI 18.9.3.3 0 0 int OK 169 2.3 ACI 18.9.3.3 0 0 inf OK 170 2.3 ACI 18.9.3.3 0 0 inf OK 171 2.3 ACI 18.9.3.3 0 0 inf OK 172 2.3 ACI 18.9.3.3 0 0 int OK 173 2.3 ACI 18.9.3.3 0 0 int OK 174 2.3 ACI 18.9.3.3 0 0 inf OK 175 0 0 0 int OK 176 2.3 ACI 18.9.3.3 0 0 Int OK 177 2.3 ACI 18.9.3.3 0 0 Int OK 178 2.3 ACI 18.9.3.3 0 0 inf OK 179 0 0 0 int OK 180 2.3 ACI 18.9.3.3 0 0 int OK 181 2.3 ACI 18.9.3.3 0 0 inf OK 182 2.3 ACI 18.9.3.3 0 0 int OK 183 2.3 ACI 18.9.3.3 0 0 int OK 184 2.3 ACI 18.9.3.3 0 0 Int OK 185 2.3 ACI 18.9.3.3 0 0 Int OK 186 2.3 ACI 18.9.3.3 0 0 inf OK 187 2.3 ACI 18.9.3.3 0 0 Int OK 188 0 0 0 Int OK 189 0 0 0 inf OK 190 0 0 0 int OK 191 0 0 0 int OK 192 0 0 0 int OK 193 0 0 0 inf OK 194 0 0 0 int OK 195 0 0 0 int OK `.. ' 196 0 0 0 Int OK 197 0 0 0 int OK 198 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 26 Engineers Northwest - PIP2.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (4) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (Inches) 199 0 0 0 inf OK 200 0 0 0 int OK 201 2.3 ACI 18.9.3.3 0 0 inf OK 202 2.3 ACI 18.9.3.3 0 0 Int OK 203 2.3 ACI 18.9.3.3 0 0 int OK 204 2.3 ACI 18.9.3.3 0 0 Inf OK 205 2.3 ACI 18.9.3.3 0 0 inf OK 208 2.3 ACI 18.9.3.3 0 0 inf OK 207 0 0 0 inf OK 208 2.3 ACI 18.9.3.3 0 0 inf OK 209 0 0 0 inf OK 210 2.3 ACI 18.9.3.3 0 0 Int OK 211 2.3 ACI 18.9.3.3 0 0 int OK 212 0 0 0 inf OK 213 2.3 ACI 18.9.3.3 0 0 int OK 214 2.3 ACI 18.9.3.3 0 0 inf OK 215 0 0 0 int OK 216 2.3 ACI 18.9.3.3 0 0 inf OK 217 2.3 ACI 18.9.3.3 0 0 inf OK 218 2.3 ACI 18.9.3.3 0 0 int OK 219 2.3 ACI 18.9.3.3 0 0 inf OK 220 2.3 ACI 18.9.3.3 0 0 inf OK 221 0 - 0 0 int OK 222 2.3 ACI 18.9.3.3 0 0 Int OK 223 2.3 ACI 18.9.3.3 0 0 inf OK 224 2.3 ACI 18.9.3.3 0 0 inf OK 225 2.3 ACI 18.9.3.3 0 0 inf OK 226 2.3 ACI 18.9.3.3 0 0 inf OK 227 2.3 ACI 18.9.3.3 0 0 inf OK 228 0 0 0 int OK 229 0 0 0 inf OK 230 0 0 0 inf OK 231 0 0 0 inf OK 232 0 0 0 inf OK 233 0 0 0 inf OK 234 0 0 0 Int OK 235 2.3 ACI 18.9.3.3 0 0 inf OK 236 2.3 ACI 18.9.3.3 0 0 inf OK 237 2.3 ACI 18.9.3.3 0 0 inf OK 238 2.3 ACI 18.9.3.3 0 0 int OK 239 2.3 ACI 18.9.3.3 0 0 inf OK 240 3.24 ACI 18.9.3.3 0 0 inf OK 241 2.3 ACI 18.9.3.3 0 0 inf OK 242 2.3 ACI 18.9.3.3 0 0 inf OK 243 2.35 ACI 18.9.3.3 0 0 inf OK 244 2.35 ACI 18.9.3.3 0 0 inf OK 245 0 0 0 inf OK 246 2.35 ACI 18.9.3.3 0 0 Int OK 247 2.3 ACI 18.9.3.3 0 0 int OK 248 0 0 0 int OK 249 2.3 ACI 18.9.3.3 0 0 int OK 250 3.24 ACI 18.9.3.3 0 0 inf OK 251 2.3 ACI 18.9.3.3 0 0 int OK 252 2.3 ACI 18.9.3.3 0 0 int OK 253 2.61 ACI 18.9.3.3 0 0 Int OK 254 0 0 0 int OK 255 3.68 ACI 18.9.3.3 0 0 int OK 256 3.68 ACI 18.9.3.3 0 0 int OK 257 0 0 0 int OK 258 2.97 ACI 18.9.3.3 0 0 int OK 259 2.3 ACI 18.9.3.3 0 0 inf OK 260 2.3 ACI 18.9.3.3 0 0 int OK 261 0 0 0 inf OK 262 0 0 0 inf OK 263 2.3 ACI 18.9.3.3 0 0 int OK 264 2.3 ACI 18.9.3.3 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for thls section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 27 Engineers Northwest - Pf P2. floor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (5) Fri # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (inches) 265 0 0 0 Inf OK 266 0 0 0 inf OK 267 0 1.35 ACI 18.9.3.2 0 int OK 268 0 0 0 inf OK 269 0 0 0 Inf OK 270 2.3 ACI 18.9.3.3 0 0 inf OK 271 2.3 ACI 18.9.3.3 0 0 inf OK 272 2.3 ACI 18.9.3.3 0 0 Inf OK 273 2.3 ACI 18.9.3.3 0 0 inf OK 274 2.3 ACI 18.9.3.3 0 0 int OK 275 0 0 0 Int OK 276 2.3 ACI 18.9.3.3 0 0 int OK 277 2.3 ACI 18.9.3.3 0 0 Inf OK 278 2.3 ACI 18.9.3.3 0 0 inf OK 279 2.3 ACI 18.9.3.3 0 0 Int OK 280 2.54 ACI 18.9.3.3 0 0 int OK 281 0 0 0 inf OK 282 0 0 0 Int OK 283 2.3 ACI 18.9.3.3 0 0 inf OK 284 3.24 ACI 18.9.3.3 0 0 Inf OK 285 3.24 ACI 18.9.3.3 0 0 int OK 286 0 0 0 Int OK 287 2.3 ACI 18.9.3.3 0 0 inf OK 288 3.24 ACI 18.9.3.3 0 0 inf OK 289 2.3 ACI 18.9.3.3 0 0 Int OK 290 2.3 ACI 18.9.3.3 0 0 inf OK 291 2.3 AC1 18.9.3.3 0 0 int OK 292 2.3 ACI 18.9.3.3 0 0 Int OK 293 0 0 0 int OK 294 3.24 AC1 18.9.3.3 0 0 Int OK 295 2.3 ACI 18.9.3.3 0 0 inf OK 296 2.3 ACI 18.9.3.3 0 0 inf OK 297 0 0 0 Int OK 298 0 0 0 inf OK 299 0 0 0 int OK 300 0 0 0 inf OK 301 0 0 0 Int OK 302 0 0 0 inf OK 303 2.3 ACI 18.9.3.3 0 0 inf OK i 304 2.3 ACI 18.9.3.3 0 0 inf OK •305 0 0 0 inf OK 306 2.3 ACI 18.9.3.3 0 0 inf OK 307 2.3 ACI 18.9.3.3 0 0 inf OK 308 0 0 0 inf OK j 309 0 0 0 inf OK 310 2.3 ACI 18.9.3.3 0 0 int OK ! 311 2.3 ACI 18.9.3.3 0 0 inf OK 312 0 0 0 Int OK 313 2.3 ACI 18.9.3.3 0 0 inf OK 314 2.3 ACI 18.9.3.3 0 0 inf OK 315 2.3 ACI 18.9.3.3 0 0 Inf OK 316 2.3 ACI 18.9.3.3 0 0 Inf OK 317 0 0 0 Int OK 318 2.3 ACI 18.9.3.3 0 0 Inf OK 319 2.3 ACI 18.9.3.3 0 0 Int OK 320 2.3 ACI 18.9.3.3 0 0 inf OK 321 2.3 ACI 18.9.3.3 0 0 inf OK 322 2.3 ACI 18.9.3.3 0 0 inf OK 323 2.3 ACI 18.9.3.3 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 28 Service LC: Design Section Stresses Centroid (feet) (1.21,-128.8,-0.3542) (1.203,-80,-0.3542) (1.311,-108.8,-0.3542) (1.237,-22.5,-0.3542) (1.277,-50,-0.3542) (1.259,-5,-0.3542) (5.626,-111.2,-0.3542) (5.626,-108.7,-0.3542) (5.626,-81.25,-0.3542) (5.703,-122.4,-0.3542) (5.626,-78.7,-0.3542) (5.626,-51.26,-0.3542) (5.703,-94.86,-0.3542) (5.626,-48.67,-0.3542) (5.703,-64.85,-0.3542) (5.703,45.01,-0.3542) (7.47,-21.24,-0.3542) (7.47,-18.67,-0.3542) (7.47,-10.48,-0.3542) (7.47,-1.209,-0.3542) (7.737,-133.8,-0.3542) (11.21,-108.8,-0.3542) (11.41,-80,-0.3542) (11.41,50,-0.3542) (14.8,-22.5,-0.3542) (14.8,-5,-0.3542) (15.78,-128.8,-0.3542) (15.78,-128.6,-0.3542) (22.08,-108.8,-0.394) (22.2,-80,-0.3542) (22.2,-50,-0.3542) (24.89,-80,-0.3542) (24.89,-50,-0.3542) (25.01,-108.8,-0.394) (27.45,-111.3,-0.4632) (27.45,-108.8,-0.4632) (26.38,-95.04,-0.3542) (28.18,25.01,-0.3542) (28.48,-122.5,-0.3542) (28.64,-22.5,-0.3542) (28.78,-128.8,-0.3542) (28.71,5,-0.3542) (29.67,-81.19,-0.3542) (29.67,-78.74,-0.3542) (29.67,-65.04,-0.3542) (29.67,51.29,-0.3542) (29.67,-48.7,-0.3542) (29.66,-21.24,-0.3542) (29.66,-18.75,-0.3542) (29.68,-10.48,-0.3542) (29.66,-1.222,-0.3542) (30.63,-133.8,-0.3542) (31.32,-128.8,-0.3542) (31.27,5,-0.3542) (31.35,-22.5,-0.3542) (36.76,-80,-0.3542) (36.76,-50,-0.3542) (41.55,-108.8,-0.394) (44.95,-22.5,-0.3542) (44.95,5,-0.3542) (45.76,-128.8,-0.3542) Conc. Top Conc. Bot. (Psi) (Psi) -220 -255 -91.7 -220 -127 -210 -47 -377 -88.4 -222 -131 -265 -52.7 -348 -7.7 -350 -1.3 -402 -246 -52.8 -1.14 -388 37.2 -436 -245 -37,9 44 -453 -250 -53.4 -298 6.69 -119 -248 -90.5 -239 -181 -124 -112 -94.7 -135 -125 -213 -110 -237 -70 -275 -30.7 -433 31.2 -383 -130 -222 -308 -220 -303 19.8 -415 5.03 -314 15.5 -320 26.6 -315 44.3 -325 197 -661 -172 -170 -120 -206 -291 -122 -349 -65.3 -343 -142 147 -538 -250 -245 -143 -359 103 -421 80.9 -383 -275 -79.1 106 -426 138 -463 -94 -326 5.07 -312 -174 -156 -137 -135 -179 -176 -151 -164 -5.84 -274 179 -476 -275 -45.6 -236 -56.9 -360 198 -262 -20.3 -147 -68.3 -148 -105 Conc. Cent. (Psi) -237 -156 -169 -212 -155 -198 -200 -179 -202 -149 -195 -199 -141 -204 -151 -145 -184 -165 -153 -104 -130 -162 -154 -153 -201 -256 -265 -261 -152 -154 -152 -144 -140 -141 -171 -160 -206 -207 -243 -196 -248 -251 -159 -151 -177 -160 -163 -210 -153 -165 -136 -178 -158 -140 -148 -160 -147 -140 -141 -107 -127 Conc Limits (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Engineers Northwest - Pf P2.1loor- Monday April 28, 2003 Rebar Top Rebar Bok. Rebar Limits (ksi) (ksl) (ksi) • "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the fust value is for the top bar and the second is for the bottom bar "Cale." Indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Fuac=. Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 29 4tf0�';!YX"tw�ao-T3�i+i�32�gisi4 iSi?t# t3?t7�. Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (2) 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 Centroid (feet) (47.78,-80,-0.3542) (47.78,-50,-0.3542) (53.71,-78.74,-0.3542) (54.02,-73.96,-0.3542) (54.48,-81.27,-0.3542) (57.16,-111.2,-0.4578) (58.57,-95.04,-0.3542) (57.3,-108.8,-0.4571) (58.63,-128.8,-0.3542) (58.66,-108.8,-0.394) (58.68,-5,-0.3542) (58.7,-22.5,-0.3542) (59.63,-21.16,-0.3542) (59.63,-18.75,-0.3542) (59.63,-10.48,-0.3542) (59.63,-1.229,-0.3542) (59.71,-48.78,-0.3542) (59.82,-34.99,-0.3542) (60.63,-133.7,-0.3542) (60.Q7,-122.5,-0.3542) (61.2,5,-0.3542) (61.34,-108.8,-0.394) (61.37,-131,-0.3542) (61.33,-22.5,-0.3542) (66.25,-81.31,-0.3542) (66.25,-78.7,-0.3542) (66.25,-68.88,-0.3542) (66.25,-60.85,-0.3542) (68.02,-136.2,-0.3542) (70.53,-50,-0.3542) (70.61,-80,-0.3542) (74.7,-22.5,-0.3542) (74.7,-5,-0.3542) (75.59,-108.8,-0.3542) (75.67,-131,-0.3542) (85.25,-80,-0.3542) (85.25,50,-0.3542) (85.4,-81.27,-0.3542) (85.4,-78.8,-0.3542) (85.4,-65.04,-0.3542) (85.4,51.17,-0.3542) (85.4,-48.64,-0.3542) (88.55,-108.8,-0.3542) (88.72,-131,-0.3542) (88.69,-5,-0.3542) (88.74,-22.5,-0.3542) (89.87,-34.99,-0.3542) (89.86,-21.16,-0.3542) (89.86,-18.75,-0.3542) (89.86,-10.48,-0.3542) (89.86,-1.243,-0.3542) (90.64,-138.8,-0.3542) (90.64,-111.2,-0.3542) (90.64,-108.7,-0.3542) (90.68,-125,-0.3542) (90.68,-95.04,-0.3542) (91.39,-131,-0.3542) (91.37,-108.8,-0.3542) (91.28,-22.5,-0.3542) (91.32,5,-0.3542) (100.6,-50,-0.3542) Conc. Top (Psi) -65.4 -42.8 -193 -192 53.2 -97.6 -330 -80.3 -35.6 299 -28 158 -29.4 50.8 -166 -97.4 291 -444 -99 -324 13.7 237 108 180 122 6.79 -190 -189 -63.4 284 298 -234 -144 -271 -208 -252 -262 -3.69 -20 -288 14.1 25.1 224 -2.08 1.78 182 -332 -19.9 43.6 -159 -107 -77.5 1.12 101 -472 -273 -3.18 282 185 28.5 320 Conc. Bot Conc. Cent Conc Limits (Psi) (Psi) (Psi) -294 -179 (-2250,424) -268 -154 (-2250,424) -317 -255 (-2250,424) -225 -209 (-2250,424) -618 -282 (-2250,424) -245 -165 (-2250,424) -96.4 -213 (-2250,424) -256 -161 (-2250,424) -212 -124 (-2250,424) -770 -122 (-2250,424) -185 -107 (-2250,424) -398 -120 (-2250,424) -385 -207 (-2250,424) -354 -151 (-2250,424) -117 -141 (-2250,424) -107 -102 (-2250,424) -791 -250 (-2250,424) 4.26 -220 (-2250,424) -244 -172 (-2250,424) -61.7 -193 (-2250,424) -180 -83.3 (-2250,424) -653 -114 (-2250,424) -261 -76.9 (-2250,424) -400 -110 (-2250,424) -554 -216 (-2250,424) -339 -166 (-2250,424) -126 -158 (-2250,424) -103 -146 (-2250,424) -361 -212 (-2250,424) -379 -47.2 (-2250,424) -403 -52.3 (-2250,424) 31.7 -101 (-2250,424) -64.8 -104 (-2250,424) 63.9 -103 (-2250,424) 8.29 -100 (-2250,424) 136 -58.2 (-2250,424) 155 -53.4 (-2250,424) -358 -181 (-2250,424) -343 -181 (-2250,424) -79.9 -184 (-2250,424) -365 -176 (-2250,424) -374 -174 (-2250,424) -413 -94.4 (-2250,424) -209 -105 (-2250,424) -178 -88.2 (-2250,424) -381 -99.7 (-2250,424) -36.2 -184 (-2250,424) -361 -191 (-2250,424) -330 -143 (-2250,424) -130 -145 (-2250,424) -123 -115 (-2250,424) -278 -178 (-2250,424) -490 -245 (-2250,424) -487 -193 (-2250,424) -37.9 -255 (-2250,424) -97.7 -185 (-2250,424) -193 -98.2 (-2250,424) -459 -88.7 (-2250,424) -373 -93.9 (-2250,424) -173 -72.2 (-2250,424) -452 -66.1 (-2250,424) Rebar Top Rebar Bot. Rebar Limits (ksi) (ksi) (ksi) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; ' -" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 30 Engineers Northwest - P1 P2.floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (3) # Centroid (feet) 123 (100.6,-80,-0.3542) 124 (105,-22.5,-0.3542) 125 (105,-5,-0.3542) 126 (105.8,-108.8,-0.3542) 127 (105.9,-131,-0.3542) 128 (109,-78.8,-0.3542) 129 (109.1,-65.04,-0.3542) 130 (117,-81.19,-0.3542) 131 (117.2,-51.25,-0.3542) 132 (117.2,-48.64,-0.3542) 133 (118.6,-108.8,-0.3542) 134 (118.7,-131,-0.3542) 135 (118.7,-22.5,-0.3542) 138 (118.8,-5,-0.3542) 137 (120.1,34.99,-0.3542) 138 (120.2,-125,-0.3542) 139 (120.2,-21.22,-0.3542) 140 (120.2,-18.75,-0.3542) 141 (120.2,-10.48,-0.3542) 142 (120.2,-1.317,-0.3542) 143 (120.3,-138.8,-0.3542) 144 (120.3,-111.2,-0.3542) 145 (120.3,-108.7,-0.3542) 146 (120.3,-94.96,-0.3542) 147 (121.3,-131,-0.3542) 148 (121.4,-108.8,-0.3542) 149 (121.3,-22.5,-0.3542) 150 (121.4,-5,-0.3542) 151 (124.4,-57.81,-0.3542) 152 (130,-50,-0.3542) 153 (130.1,-80,-0.3542) 154 (134.8,-131,-0.3542) 155 (134.7,-108.8,-0.3542) 156 (134.8,-80,-0.3542) 157 (135,-78.86,-0.3542) 158 (135,-65.04,-0.3542) 159 (135,-50,-0.3542) 160 (135.2,-22.5,-0.3542) 161 (135.2,-5,-0.3542) 162 (139.9,-80,-0.3542) 163 (139.9,-50,-0.3542) 164 (148.4,-81.19,-0.3542) 165 (148.5,-125,-0.3542) 166 (148.6,-138.8,-0.3542) 167 (148.6,-94.96,-0.3542) 168 (148.6,-111.3,-0.3542) 169 (148.6,-108.7,-0.3542) 170 (148.6,-108.8,-0.3542) 171 (148.7,-131,-0.3542) 172 (148.7,-5,-0.3542) 173 (148.7,-51.32,-a3542) 174 (148.7,-48.71,-0.3542) 175 (148.7,-35.04,-0.3542) 176 (148.7,-22.5,-0.3542) 177 (149,-21.15,-0.3542) 178 (149,-18.84,-0.3542) 179 (149,-10.64,-0.3542) 180 (149,-1.295,-0.3542) 181 (151.3,-131,-0.3542) 182 (151.3,-56.42,-0.3542) 183 (151.3,-22.5,-0.3542) Conc. Top Conc. Bot. Conc. Cent. (Psi) (Psi) (Psi) 300 -431 -65.5 -195 37.1 -78.8 -140 -20.9 -80.5 -271 120 -75.4 -234 35.8 -99.2 41.1 -360 -160 -211 -84.6 -148 95.8 -544 -224 -22.1 -371 -197 155 -569 -207 308 -437 -64.7 -22.5 -182 -102 173 -322 -74.4 -8.75 -122 -65.6 334 -67.2 -201 -515 6.18 -255 -97.3 -296 -197 -17.7 -293 -155 -170 -143 -156 -131 -101 -116 -131 -255 -193 24.4 -526 -251 -0.542 -451 -226 -306 -159 -233 -115 -147 -131 186 -421 -118 88.2 -296 -104 -210 -48.4 -129 -233 -267 -250 -76.8 -63.4 -70.1 -32.1 -79.6 55.8 -114 -141 -128 -185 -56.3 -121 -117 4.35 -56.3 205 -465 -130 -315 58.3 -128 -163 21.1 -70.7 -130 -79.8 -105 19 -240 -111 -11.3 -107 -59.2 -44.5 -96.4 -70.4 88.6 -547 -229 -594 208 -193 -4.74 -265 -135 -419 -70 -245 339 -714 -187 195 -639 -222 273 -518 -122 -7.22 -234 -120 -82.4 -132 -107 -357 -321 -339 123 -539 -208 -398 5.35 -196 203 -413 -105 40 -406 -183 80.8 -358 -138 -176 -115 -145 -113 -124 -119 71.5 -318 -123 -84.5 -311 -198 352 -568 -108 Conc Limits (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top Rebar Bot. Rebar Limits (ksi) (ksi) (ksi) "Centroid" Indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; '-" indicates that no stress limit was calculated; 11 two values are reported the first value Is for the top bar and the second Is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. FI -R- 5z - Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 31 Engineers Northwest - P1 P2. floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (4) # Centroid () 184 (151.3,-5,-0.3542) 185 (151.4,-108.8,-0.3542) 186 (151.5,-80,-0.3542) 187 (151.5,-50,-0.3542) 188 (156.6,-65.19,-0.3542) 189 (157.2,-80,-0.3542) 190 (157.2,-108.8,-0.3542) 191 (157.2,-50,-0.3542) 192 (157.2,-22.5,-0.3542) 193 (157.2,-5,-0.3542) 194 (157.5,-131,-0.3542) 195 (172.7,-108.8,-0.3542) 196 (172.8,-131,-0.3542) 197 (172.9,-80,-0.3542) 198 (173.1,50,-0.3542) 199 (173.1,-22.5,-0.3542) 200 (173.1,5,-0.3542) 201 (178.6,-108.8,-0.3542) 202 (178.7,-131,-0.3542) 203 (178.7,-80,-0.3542) 204 (178.6,-5,-0.3542) 205 (178.7,-50,-0.3542) 206 (178.7,-22.5,-0.3542) 207 (180.9,-65.19,-0.3542) 208 (181,-138.7,-0.3542) 209 (180.9,-10.42,-0.3542) 210 (181,-111.2,-0.3542) 211 (181,-108.7,-0.3542) 212 (181.1,-125,-0.3542) 213 (181,-81.25,-0.3542) 214 (181,-78.84,-0.3542) 215 (181.1,-94.89,-0.3542) 216 (181,-51.24,-0.3542) 217 (181,-48.75,-0.3542) 218 (181,-21.16,-0.3542) 219 (181,-18.75,-0.3542) 220 (181,-1.306,-0.3542) 221 (181.1,35.03,-0.3542) 222 (181.2,-22.5,-0.3542) 223 (181.3,-80,-0.3542) 224 (181.3,-108.8,-0.3542) 225 (181.4,-131,-0.3542) 226 (181.4,50,-0.3542) 227 (181.3,-5,-0.3542) 228 (194.6,-131,-0.3542) 229 (194.8,-108.8,-0.3542) 230 (194.8,-80,-0.3542) 231 (194.8,50,-0.3542) 232 (194.8,-22.5,-0.3542) 233 (194.8,-5,-0.3542) 234 (201.6,-65.04,-0.3542) 235 (201.7,-78.91,-0.3542) 236 (202.3,-136.2,-0.3542) 237 (208.5,-80,-0.3542) 238 (208.6,-131,-0.3542) 239 (208.5,-50,-0.3542) 240 (208.7,-108.8,-0.394) 241 (208.7,-22.5,-0.3542) 242 (208.7,-5,-0.3542) 243 (209.5,-21.17,-0.3542) 244 (209.5,-18.75,-0.3542) Conc. Top Conc. Bot. (Psi) (Psi) 130 -359 367 -624 406 -600 376 -590 -54.8 -206 -209 22.6 -307 34 -226 13.6 -282 65.4 -252 21.6 -352 133 -324 99.7 -258 33.9 -227 99.3 -211 75.7 -256 22.3 -226 -7.91 422 -642 76.8 -339 363 -488 115 -338 385 -513 343 -588 -299 -83.8 -75.5 -322 -178 -118 77.6 -552 214 -557 -497 -11.4 120 -481 121 -480 -341 -11.3 131 -495 152 -520 59.2 -418 80.1 -356 -127 -132 -397 34.3 200 -458 269 -399 274 -503 -6.66 -271 279 -409 -112 -142 -125 -162 -206 -31.1 -177 54.6 -181 72.3 -174 -78.7 -32.1 -288 -93.2 -184 -132 -194 -126 -452 162 -280 -37.3 -208 194 -282 171 -592 87.3 -358 -236 -63.3 -139 -326 -4.69 -321 Conc. Cent. Conc Limits (psi) -114 -129 -97 -107 -131 -93.2 -137 -106 -108 -115 -110 -112 -112 -63.8 -67.7 -117 -117 -110 -131 -62.4 -111 -64 -123 -191 -199 -148 -237 -172 -254 -181 -179 -176 -182 -184 -180 -138 -130 -181 -129 -65 -115 -139 -65.2 -127 -143 -118 -61 -54.2 -126 -160 -139 -163 -289 -59 -123 -44.3 -130 -135 -150 -232 -163 (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top Rebar Bot. Rebar Limits (ksl) (Iasi) (ksl) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; ' -" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 32 Jfir if Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (5) # Centroid (feet) 245 (209.5,-10.42,-0.3542) 246 (209.5,-1.315,-0.3542) 247 (209.8,-48.65,-0.3542) 248 (209.8,-34.99,-0.3542) 249 (211.2,-128.8,-0.3542) 250 (211.3,-108.8,-0.394) 251 (211.3,-22.5,-0.3542) 252 (211.3,-5,-0.3542) 253 (211.9,-133.8,-0.3542) 254 (211.9,-122.5,-0.3542) 255 (213.1,-111.3,-0.4588) 256 (213.1,-108.7,-0.4588) 257 (211.9,-95.04,-0.3542) 258 (214.3,-81.32,-0.3542) 259 (222,-80,-0.3542) 260 (222.1,-50,-0.3542) 261 (224.8,-22.5,-0.3542) 262 (224.8,-5,-0.3542) 263 (227.6,-78.88,-0.3542) 264 (227.6,51.31,-0.3542) 265 (227.9,-64.58,-0.3542) 266 (228.9,-128.8,-0.3542) 267 (228.9,-108.8,-0.394) 268 (233.8,-80,-0.3542) 269 (233.8,-50,-0.3542) 270 (238.6,-128.8,-0.3542) 271 (238.7,-22.5,-0.3542) 272 (238.7,-5,-0.3542) 273 (239.5,-21.23,-0.3542) 274 (239.5,-18.75,-0.3542) 275 (239.5,-10.42,-0.3542) 276 (239.5,-1.249,-0.3542) 277 (241.3,-22.5,-0.3542) 278 (241.3,5,-0.3542) 279 (241.4,-128.8,-0.3542) 280 (241.4,-48.56,-0.3542) 281 (241.4,-34.99,-0.3542) 282 (243.4,-122.5,-0.3542) 263 (243.4,-133.8,-0.3542) 284 (242.5,-111.2,-0.4649) 285 (242.5,-108.7,-0.4849) 286 (243.4,-95.04,-0.3542) 287 (245.1,-80,-0.3542) 288 (245.2,-108.8,-0.394) 289 (245.1,50,-0.3542) 290 (245.6,-81.3,-0.3542) 291 (245.6,-78.81,-0.3542) 292 (245.6,-51.31,-0.3542) 293 (245.9,-65.04,-0.3542) 294 (247.8,-108.8,-0.394) 295 (247.8,-80,-0.3542) 296 (247.9,-50,-0.3542) 297 (254.2,-22.5,-0.3542) 298 (254.2,-5,-0.3542) 299 (257.6,-128.8,-0.3542) 300 (257.8,-108.8,-0.3542) 301 (258,-80,-0.3542) 302 (258,-50,-0.3542) 303 (261.9,-21.15,-0.3542) 304 (261.9,-18.67,-0.3542) 305 (261.9,-10.42,-0.3542) Conc. Top (psi) -160 -137 50.3 -383 -58.8 292 159 -68.6 -124 -298 -193 -109 -301 -13.2 -58.4 -47.4 -256 -161 33.3 31.3 -210 -197 -358 -270 -235 -142 175 9.32 -89.4 -9.34 -179 -144 161 -116 -255 108 -356 -336 -149 -150 -106 -308 21.4 217 32 106 124 134 -306 34.9 8.57 11 -403 -352 -309 -189 -226 -267 -117 -43.4 -194 Conc. Bot. Conc. Cent. Conc Limits (Psi) (Psi) -151 -156 -101 -119 -530 -240 -96.2 -240 -202 -130 -743 -116 -392 -117 -140 -104 -225 -175 -153 -225 -174 -184 -223 -161 -119 -210 -414 -214 -287 -173 -253 -150 0.711 -128 -60.6 -111 -329 -148 -337 -153 -68.9 -140 -92.6 -145 217 -131 -40.3 -155 -51.5 -143 -148 -145 -472 -148 -241 -116 -328 -209 -309 -159 -154 -167 -138 -141 -554 -197 -357 -236 -226 -240 -432 -162 -68.2 -212 -145 -241 -203 -176 -191 -169 -219 -158 -104 -206 -303 -141 -689 -140 -309 -139 -427 -160 -436 -156 -464 -165 -82.8 -195 -440 -152 -314 -152 -315 -152 15.5 -194 -162 -257 -215 -262 -133 -161 -76.6 -151 -36.6 -152 -243 -180 -244 -143 -94 -144 (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top Rebar Bot. Rebar Limits Calc. (ksi) (ksi) (ksi) • "Centroid" Indicates the section centroid in X,Y,Z coordinates. ) "Conc. Umits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. `""-- Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Umits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 33 Engineers Northwest - P1 P2.floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (6) # 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 Centrold (feet) (262,-1.249,-0.3542) (263.7,-133.7,-0.3542) (263.7,-122.5,-0.3542) (263.6,-34.99,-0.3542) (263.7,-111.1,-0.3542) (263.7,-108.7,-0.3542) (263.7,-95.04,-0.3542) (263.7,-81.19,-0.3542) (263.7,-78.77,-0.3542) (263.7,51.41,-0.3542) (263.7,-48.49,-0.3542) (263.7,-65.04,-0.3542) (268.6,-50,-0.3542) (268.7,-128.8,-0.3542) (268.6,-80,-0.3542) (268.7,-108.8,-0.3542) (268.6,5,-0.3542) (268.7,-22.5,-0.3542) Conc. Top (psi) -109 -160 -264 -313 -18.1 13.8 -256 34.6 36.2 55.9 55.1 -263 -99.8 -213 -102 -123 -157 -45.5 Conc. Bot. (Psi) -84.9 -163 -58.2 10.2 -339 -338 -28.7 -392 -385 -412 -419 -41.8 -208 -227 -207 -210 -267 -374 Conc. Cent (Psi) -97 -161 -161 -151 -178 -162 -142 -179 -174 -178 -182 -153 -154 -220 -154 -167 -212 -210 Conc Limits (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top Rebar Bot. (ksi) (ksl) Rebar Limits Calc. () "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; ' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 34 Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Factored LC: Design Section Summary # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 1 0 0 0 int OK 2 0 0 0 inf OK 3 0 0 0 inf OK 4 0 0 0 int OK 5 0 0 0 inf OK 6 0 0 0 inf OK 7 0 0 0 int OK 8 0 0 0 inf OK 9 0 0 0 inf OK 10 0 0 0 inf OK 11 0 0 0 inf OK 12 0 0 0 Int OK 13 0 0 0 inf OK 14 0 0 0 Inf OK 15 0 0 0 inf OK 16 0 0 0 inf OK 17 0 0 0 int OK 18 0 0 0 inf OK 19 0 0 0 inf OK 20 0 0 0 Int OK 21 0 0 0 inf OK 22 0 0 0 inf OK 23 0 0 0 inf OK 24 0 0 0 int OK 25 0 0 0 inf OK 26 0 0 0 inf OK 27 0 0 0 inf OK 28 0 0 0 int OK 29 0 0 0 inf OK 30 0 0 0 Inf OK 31 0 0 0 Int OK 32 0 0 0 inf OK 33 0 0 0 int OK 34 0.947 ACI 18.7 0 0 inf OK 35 0 0 0 inf OK 36 0 0 0 inf OK 37 0 0 0 inf OK 38. 0 0 0 inf OK 39 0 0 0 int OK 40 • 0.0438 ACI 18.7 0 0 int OK 41 0 0 0 inf OK 42 0 0 0 inf OK 43 0 0 0 int OK 44 0 0 0 int OK 45 0 0 0 inf OK 46 0 0 0 inf OK 47 0 0 0 int OK 48 0 0 0 int OK 49 0 0 0 inf OK 50 0 0 0 inf OK 51 0 0 0 inf OK 52 0 0 0 inf OK 53 0 0 0 inf OK 54 0 0 0 Int OK 55 0.317 ACI 18.7 0 0 int OK 56 0 0 0 Int OK 57 0 0 0 inf OK 58 0 0 0 inf OK 59 0 0 0 inf OK 60 0 0 0 Int OK 61 0 0 0 inf OK 62 0 0 0 inf OK 63 0 0 0 inf OK 64 0 0 0 inf OK 65 0 0 0 int OK 66 1.37 ACI 18.7 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 35 i..a46k, 4Sraki1):“.ai4a+u snit• z•zte•. -,04 Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (2) f' a # As Top Controlling As Bot Controling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. in.) (inches) 67 0 0 0 inf OK 68 0 0 0 inf OK 69 0 0 0 int OK 70 0 0 0 Inf OK 71 3.38 ACI 18.7 0 0.52 9 ACI 11.4 OK 72 0 0 0 inf OK 73 0.539 ACI 18.7 0 0 inf OK 74 0 0 0 inf OK 75 0 0 0 inf OK 76 0 0 0 Int OK 77 0 0 0 int' OK 78 7.93 ACI 18.7 0 0 Int OK 79 0 0 0 inf OK 80 0 0 0 Inf OK 81 0 0 0 inf OK 82 0 0 0 inf OK 83 1.57 ACI 18.7 0 0 inf OK 84 0 0 0 inf OK 85 0.717 ACI 18.7 0 0 inf OK 86 1.59 ACI 18.7 0 0 inf OK 87 0 0 0 inf OK 88 0 0 0 inf OK 89 0 0.622 ACI 18.7 0 inf OK 90 0 0 0 int OK 91 0 0 0 Int OK 92 0.311 ACI 18.7 0 0 int OK 93 0 0 0 inf OK 94 0 0 0 Int OK 95 0 0 0 inf OK 96 0 0 0 inf OK 97 0 0 0 inf OK 98 0 0 0 Int OK 99 0 0 0 inf OK 100 0 0 0 inf OK 101 0 0 0 int OK 102 0 0 0 Inf OK 103 0 0 0 inf OK 104 0 0 0 int OK 105 4.94 ACI 18.7 0 0 inf OK 106 0 0 0 inf OK 107 0 0 0 inf OK 108 0 0 0 inf OK 109 0 0 0 inf OK 110 0 0 0 inf OK 111 0 0 0 In! OK 112 0 0 0 Int OK 113 0 0 0 inf OK 114 0 0 0 inf OK 115 0.19 ACI 18.7 0 0 inf OK 116 0 0 0 inf OK 117 0 0 0 inf OK 118 4.77 ACI 18.7 0 0 Int OK 119 0.896 ACI 18.7 0 0 inf OK 120 0 0 0 int OK 121 0 0 0 Int OK 122 1.15 ACI 18.7 0 0 int OK 123 0.509 ACI 18.7 0 0 inf OK 124 0 0 0 inf OK 125 0 0 0 inf OK 126 0 0 0 int OK 127 0 5.3 ACI 18.7 0 int OK 128 0 0 0 inf OK ) 129 0 0 0 inf OK 130 2.3 ACI 18.7 0 0 inf OK 131 0 0 0 inf OK 132 3.28 ACI 18.7 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. FL -R-37 Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 36 t� aS�l�i�fi�� .Z.Sti.l �'+i,:. r.,i;.`•i�rativi�.iwn5 Engineers Northwest - P1 P2.floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (3) Vii, Y' �,J 4 As Top Controlling As Bot Controlling As Shr Stip Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (Inches) 133 1.91 ACI 18.7 0 0 inf OK 134 5 ACI 18.7 0 0 inf OK 135 0 0 0 inf OK 136 0 0 0 inf OK 137 0 0 0 inf OK 138 0 0 0 Int OK 139 0 0 0 Int OK 140 0 0 0 inf OK 141 0 0 0 Inf OK 142 0 0 0 inf OK 143 0 0 0 inf OK 144 0 0 0 inf OK 145 0 0 0 Inf OK 146 0 0 0 inf OK 147 5.05 ACI 18.7 0 0 int OK 148 0 0 0 inf OK 149 0 0 0 inf OK 150 0 0 0 int OK 151 0 0 0 int OK 152 0 0 0 inf OK 153 0 0 0 inf OK 154 0 5 ACI 18.7 0 inf OK 155 0 0 0 inf OK 156 0 0 0 Inf OK 157 0 0 0 inf OK 158 0 0 0 inf OK 159 0 0 0 int OK 160 0 0 0 inf OK 161 0 0 0 inf OK 162 0 0 0 inf OK 163 0 0 0 int OK 164 0 0 0 inf OK 165 0 1.5 ACI 18.7 0 inf OK 166 0 0 0 Int OK 167 0 0 0 int OK 168 5.2 ACI 18.7 0 0 inf OK 169 2.09 ACI 18.7 0 0 inf OK 170 0.252 ACI 18.7 0 0 inf OK 171 5.71 ACI 18.7 0 0 inf OK 172 0 0 0 inf OK 173 0 0 0 inf OK 174 0.0726 ACI 18.7 0 0 inf OK 175 0 0 0 int OK 176 0 0 0 inf OK 177 0 0 0 int OK 178 0 0 0 Int OK 179 0 0 0 inf OK 180 0 0 0 Inf OK 181 6.49 ACI 18.7 0 0 inf OK 182 0 0 0 int OK 183 1.47 ACI 18.7 0 0 inf OK 184 0 0 0 inf OK 185 1.8 ACI 18.7 0 0 inf OK 186 1.72 ACI 18.7 0 0 inf OK 187 2.35 ACI 18.7 0 0 int OK 188 0.848 ACI 18.7 0 0 Int OK 189 0 0 0 int OK 190 0 0 0 int OK 191 0 0 0 inf OK 192 0 0 0 Int OK 193 0 0 0 inf OK 194 0 0.565 ACI 18.7 0 Int OK 195 0 0 0 inf OK ,.._-' 196 0 0.48 ACI 18.7 0 inf OK 197 0 0 0 Inf OK 198 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 37 Engineers Northwest - Pt P2.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (4) FLS 3' e!!! # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (Inches) 199 0 0 0 Inf OK 200 0 0 0 Int OK 201 3.16 ACI 18.7 0 0 inf OK 202 6.12 ACI 18.7 0 0 Inf OK 203 1.99 ACI 18.7 0 0 Inf OK 204 0 0 0 Inf OK 205 2.51 ACI 18.7 0 0 Int OK 206 1.71 ACI 18.7 0 0 Inf OK 207 0 0 0 Inf OK 208 0 0 0 inf OK 209 0 0 0 inf OK 210 0 0 0 Inf OK 211 0.683 ACI 18.7 0 0 Inf OK 212 0 0 0 Inf OK 213 0 0 0 inf OK 214 0 0 0 Int OK 215 0 0 0 int OK 216 0.0937 ACI 18.7 0 0 inf OK 217 0.427 ACI 18.7 0 0 int OK 218 0 0 0 int OK 219 0 0 0 Int OK 220 0 0 0 inf OK 221 0 0 0 inf OK 222 0 0 0 Int OK 223 0.266 ACI 18.7 0 0 inf OK 224 0.657 ACI 18.7 0 0 inf OK 225 5.29 ACI 18.7 0 0 inf OK 226 0.476 ACI 18.7 0 0 Inf OK 227 0 0 0 int OK 228 0 0 0 Int OK • " ' 229 0 0 0 inf OK 230 0 0 0 inf OK 231 0 0 0 inf OK 232 0 0 0 Inf OK 233 0 0 0 inf OK 234 0 0 0 inf OK I 235 0 0 0 inf OK I 236 0 0 0 inf OK 237 0 0 0 inf OK 238 0 0 0 int OK 239 0 0 0 int OK 240 0 0 0 Int OK 241 0 0 0 int OK 242 0 0 0 Int OK 243 0 0 0 inf OK 244 0 0 0 Int OK 245 0 0 0 Int OK 246 0 0 0 Int OK 247 0.772 ACI 18.7 0 0 inf OK 246 0 0 0 inf OK 249 0 0 0 int ' OK 250 2.81 ACI 18.7 0 0.52 9 ACI 11.4 OK 251 0.0503 ACI 18.7 0 0 inf OK 252 0 0 0 Int OK 253 0 0 0 int OK 254 0 0 0 int OK 255 0 0 0 int OK 256 0 0 0 inf OK 257 0 0 0 int OK 258 0 0 0 int OK 259 0 0 0 Int OK 260 0 0 0 Inf OK J 261 0 0 0 int OK �''---%' 262 0 0 0 Int OK 263 0 0 0 inf OK 264 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 38 Engineers Northwest - P1P2.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (5) FLe-A0 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. in.) (inches) 265 0 0 0 inf OK 266 0 0 0 inf OK 267 0 0 0 inf OK 268 0 0 0 inf OK 269 0 0 0 inf OK 270 0 0 0 Inf OK 271 0.221 ACI 18.7 0 0 inf OK 272 0 0 0 int OK 273 0 0 0 Int OK 274 0 0 0 Int OK 275 0 0 0 int OK 276 0 0 0 Int OK 277 0.197 ACI 18.7 0 0 int OK 278 0 0 0 Int OK 279 0 0 0 inf OK 280 0 0 0 Inf OK 281 0 0 0 inf OK 282 0 0 0 inf OK 283 0 0 0 int OK 284 0 0 0 int OK 285 0 0 0 inf OK 286 0 0 0 int OK 287 0 0 0 inf OK 288 1.27 ACI 18.7 0 0 Int OK 289 0 0 0 inf OK 290 2.41 ACI 18.7 0 0 int OK 291 2.77 ACI 18.7 0 0 inf OK 292 2.91 ACI 18.7 0 0 inf OK 293 0 0 0 int OK 294 0 0 0 inf OK 295 0 0 0 int OK __ .' 296 0 0 0 Int OK 297 0 0 0 inf OK 298 0 0 0 int OK 299 0 0 0 inf OK 300 0 0 0 inf OK 301 0 0 0 inf OK 302 0 0 0 int OK 303 0 0 0 int OK 304 0 0 0 inf OK 305 0 0 0 inf OK 306 0 0 0 Inf OK 307 0 0 0 inf OK 308 0 0 0 int OK 309 0 0 0 inf OK 310 0 0 0 int OK 311 0 0 0 inf OK 312 0 0 0 int OK 313 0 0 0 inf OK 314 0 0 0 inf OK 315 0 0 0 inf OK 316 0 0 0 inf OK 317 0 0 0 Int OK 318 0 0 0 Int OK 319 0 0 0 inf OK 320 0 0 0 inf OK 321 0 0 0 inf OK 322 0 0 0 int OK 323 0 0 0 int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 39 •n+c:+w•x,ayY'Uu...Frnru .4. 24 Engineers Northwest- P1P2.floor- Monday April 28, 2003 Factored LC: Design Section Stresses rt_e_ii-I P ;' # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (k&) 1 (1.21,-128.8,-0.3542) 155 40.2 97.8 (-,-) - Gross 2 (1.203,-80,-0.3542) 135 -78.9 27.9 (-,-) Gross 3 (1.311,-108.8,-0.3542) 92 -31 30.5 (-,-) Gross 4 (1.237,-22.5,-0.3542) 315 -238 38.5 (-,-) Gross 5 (1.277,50,-0.3542) 135 -78.8 28.3 (-,-) Gross 6 (1.259,5,-0.3542) 258 -62.5 97.8 (-,-) - Gross 7 (5.626,-111.2,-0.3542) 860 -873 -6.39 (-,-) Gross 8 (5.626,-108.7,-0.3542) 902 -862 20.2 (-,-) Gross 9 (5.626,-81.25,-0.3542) 956 -865 45.4 (-,-) Gross 10 (5.703,-122.4,-0.3542) -750 704 -23 (-,-) Gross 11 (5.626,-78.7,-0.3542) 948 -833 57.8 (-,-) Gross 12 (5.626,-51.26,-0.3542) 1020 -895 61.5 (-,-) - Gross 13 (5.703,-94.86,-0.3542) -837 881 21.8 (-,-) Gross 14 (5.626,-48.67,-0.3542) 1040 -937 51.9 (-,-) - Gross 15 (5.703,-64.85,-0.3542) -840 948 54 (-,-) Gross 16 (5.703,-35.01,-0.3542) -955 1010 27.3 (-,-) Gross 17 (7.47,-21.24,-0.3542) 695 -655 20.1 (-,-) Gross 18 (7.47,-18.67,-0.3542) 547 -540 3.26 (-,-) Gross 19 (7.47,-10.48,-0.3542) -407 413 3.03 (-,-) Gross 20 (7.47,-1.209,-0.3542) 5.5 17.7 11.6 (-,-) Gross 21 (7.737,-133.8,-0.3542) 26.9 -12 7.43 (-,-) Gross 22 (11.21,-108.8,-0.3542) -688 750 30.9 (-,-) Gross 23 (11.41,-80,-0.3542) -693 746 26.4 (-,-) Gross 24 (11.41,-50,-0.3542) -783 835 25.6 (-,-) Gross 25 (14.8,-22.5,-0.3542) -1030 1120 45.1 (-,-) Gross 26 (14.8,5,-0.3542) -1040 1230 92.7 (-,-) - Gross 27 (15.78,-128.8,-0.3542) -659 856 98.2 (-,-) - Gross 28 (15.78,-128.6,-0.3542) -652 847 97.3 (-,-) Gross 29 (22.08,-108.8,-0.394) 832 -1180 37.4 (-,-) Gross 30 (22.2,-80,-0.3542) 734 -691 21.2 (-,-) Gross 31 (22.2,50,-0.3542) 723 -689 17.3 (-,-) Gross 32 (24.89,-80,-0.3542) 772 -710 31.2 (-,-) Gross 33 (24.89,-50,-0.3542) 782 -728 26.9 (-,-) Gross 34 (25.01,-108.8,-0.394) 1160 -1650 52.4 (-,-) Gross 35 (27.45,-111.3,-0.4632) 659 -729 16 (-,-) Gross 36 (27.45,-108.8,-0.4632) 728 -792 23.9 (-,-) Gross 37 (26.38,-95.04,-0.3542) -826 899 36.6 (-,-) Gross 38 (28.18,-35.01,-0.3542) -922 987 32.2 (-,-) Gross 39 (28.48,-122.5,-0.3542) -718 770 25.9 (-,-) Gross 40 (28.64,-22.5,-0.3542) 1300 -1190 58.5 (-,-) Gross 41 (28.78,-128.8,-0.3542) 1040 -856 89.4 (-,-) Gross 42 (28.71,-5,-0.3542) 1290 -1110 91.7 (-,-) Gross 43 (29.67,-81.19,-0.3542) 1160 -1070 46.1 (-,-) Gross 44 (29.67,-78.74,-0.3542) 1120 -1020 51.1 (-,-) Gross 45 (29.67,-65.04,-0.3542) -802 912 55 (-,-) Gross 46 (29.67,-51.29,-0.3542) 1130 -1020 52.6 (-,-) Gross 47 (29.67,-48.7,-0.3542) 1190 -1100 44.8 (-,-) Gross 48 (29.66,-21.24,-0.3542) 965 -912 26.5 (-,-) Gross 49 (29.66,-18.75,-0.3542) 798 -766 16.1 (-,-) Gross 50 (29.66,-10.48,-0.3542) -386 421 17.2 (-,-) Gross 51 (29.66,-1.222,-0.3542) 57.4 -29.6 13.9 (-,-) Gross 52 (30.63,-133.8,-0.3542) 89.3 -55.5 16.9 (-,-) Gross 53 (31.32,-128.8,-0.3542) 848 -631 108 (-,-) Gross 54 (31.27,-5,-0.3542) 1160 -909 124 (-,-) Gross 55 (31.35,-22.5,-0.3542) 1200 -1050 75.3 (-,-) Gross 56 (36.76,-80,-0.3542) -708 754 23.3 (-,-) Gross 57 (36.76,-50,-0.3542) -638 664 13.3 (-,-) Gross 58 (41.55,-108.8,-0.394) -892 1560 73.2 (-,-) Gross 59 (44.95,-22.5,-0.3542) -655 845 95.1 (-,-) Gross 60 (44.95,-5,-0.3542) -655 881 113 (-,-) Gross 61 (45.76,-128.8,-0.3542) -796 990 97.1 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "." indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; ' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar 'Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 40 , TaA:R;'±O.iYi'5. .17114';1,WPira!r Mel$."d';4,.' Fin"IL...."d` 91 PifAl5 0 Engineers Northwest - P1 P2.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (2) FLJ- 2 Z- # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 62 (47.78,-80,-0.3542) 606 -571 17.2 (-,-) - - Gross 63 (47.78,50,-0.3542) 502 -499 1.4 (-,-) Gross 64 (53.71,-78.74,-0.3542) 571 -463 53.8 (-,-) Gross 65 (54.02,-73.96,-0.3542) 68.4 -15.1 26.6 (-,-) Gross 66 (54.48,-81.27,-0.3542) 1310 -1230 42.6 (-,-) - Gross 67 (57.16,-111.2,-0.4578) 648 -731 16.6 (-,-) Gross 68 (58.57,-95.04,-0.3542) -851 920 34.8 (-,-) Gross 69 (57.3,-108.8,-0.4571) 665 -736 24.6 (-,-) - Gross 70 (58.63,-128.8,-0.3542) 1130 -906 113 (-;) - Gross 71 (58.66,-108.8,-0.394) 1390 -1940 81.3 (-,-) Gross., 72 (58.68,-5,-0.3542) 1100 -868 113 (-,-) Gross 73 (58.7,-22.5,-0.3542) 1270 -1040 112 (-;) Gross 74 (59.63,-21.16,-0.3542) 916 -869 23.7 (-,-) Gross 75 (59.63,-18.75,-0.3542) 743 -716 13.7 (-,-) Gross 76 (59.63,-10.48,-0.3542) -364 390 13.3 (-,-) Gross 77 (59.63,-1.229,-0.3542) 57.5 -32.3 12.6 (-,-) Groes 78 (59.71,-48.78,-0.3542) 1360 -1360 0.0513 (-,-) Gross 79 (59.82,-34.99,-0.3542) -960 1000 21.3 (-,-) Gross 80 (60.63,-133.7,-0.3542) 67.2 -36.3 15.5 (-,-) Gross 81 (60.67,-122.5,-0.3542) -775 812 18.6 (-,-) Gross 82 (61.2,-5,-0.3542) 1150 -882 136 (-,-) Gross 83 (61.34,-108.8,-0.394) 1260 -1700 90.2 (-,-) Gross 84 (61.37,-131,-0.3542) 1080 -883 96.2 (-,-) Gross 85 (61.33,-22.5,-0.3542) 1290 -1050 123 (-,-) Gross 86 (66.25,-81.31,-0.3542) 1400 -1350 25.3 (-,-) Gross 87 (66.25,-78.7,-0.3542) 799 -720 39.2 (-,-) Gross 88 (66.25,-68.88,-0.3542) -163 255 45.7 (-,-) Gross 89 (66.25,-60.85,-0.3542) -145 175 15.1 (-,-) Gross 90 (68.02,-136.2,-0.3542) 32.4 -30.7 0.825 (-,-) Gross 91 (70.53,-50,-0.3542) 1070 -795 139 (-,-) Gross 92 (70.61,-80,-0.3542) 1270 -949 161 (-,-) Gross 93 (74.7,-22.5,-0.3542) -649 914 133 (-,-) Gross 94 (74.7,-5,-0.3542) -668 914 123 (-,-) Gross 95 (75.59,-108.8,-0.3542) -636 866 115 (-,-) Gross 96 (75.67,-131,-0.3542) -700 887 93.2 (-,-) cross 97 (85.25,-80,-0.3542) -852 1120 131 (-,-) Gross 98 (85.25,50,-0.3542) -879 1170 144 (-,-) Gross 99 (85.4,-81.27,-0.3542) 785 752 16.9 (-,-) Gross 100 (85.4,-78.8,-0.3542) 811 -773 19.1 (-,-) Gross 101 (85.4,-65.04,-0.3542) -670 758 44 (-,-) Gross 102 (85.4,51.17,-0.3542) 832 -770 31.3 (-,-) Gross 103 (85.4,-48.64,-0.3542) 841 -793 24 (-,-) Gross 104 (88.55,-108.8,-0.3542) 1100 -862 122 (-,-) Gross 105 (88.72,-131,-0.3542) 866 -663 101 (-,•) cross 106 (88.69,5,-0.3542) 1100 -832 133 (-4Gross 107 (88.74,-22.5,-0.3542) 1170 -883 142 (-,-) Gross 108 (89.87,34.99,-0.3542) -905 962 28.3 C -,-)Gross 109 (89.86,-21.16,-0.3542) 984 -928 27.7 (-,-) Gross 110 (89.86,-18.75,-0.3542) 771 -739 15.9 (-,-) Gross 111 (89.86,-10.48,-0.3542) -354 383 14.5 (-,-) Gross 112 (89.86,-1.243,-0.3542) 58.1 -31.4 13.3 (-,-) Gross 113 (90.64,-138.8,-0.3542) 257 -218 19.4 (-,-) Gross 114 (90.64,-111.2,-0.3542) 1230 -1200 15.9 (-,-) Gross 115 (90.64,-108.7,-0.3542) 1170 -1120 26.7 (-,-) Gross 116 (90.68,-125,-0.3542) -1120 1150 16.1 (-,-) Gross 117 (90.68,-95.04,-0.3542) -839 885 22.8 (-,-) Gross 118 (91.39,-131,-0.3542) 849 -629 110 (-,-) Gross 119 (91.37,-108.8,-0.3542) 1210 -959 127 (-,-) - Gross 120 (91.28,-22.5,-0.3542) 1180 -882 148 (•,-) Gross 121 (91.32,-5,-0.3542) 1110 -817 147 (-,-) Gross 122 (100.6,50,-0.3542) 1320 -1040 141 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. ) "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Umits" indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; it two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 41 Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (3) FL -e_ *3 # Centrold Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Cato. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 123 (100.6,-80,-0.3542) 1240 -1020 113 (-,-) Gross 124 (105,-22.5,-0.3542) -572 889 158 (-3-) G 125 (105,-5,-0.3542) -684 973 144 (-,-) Gross 126 (105.8,-108.8,-0.3542) -638 913 137 (-,-) Gross 127 (105.9,-131,-0.3542) -710 942 116 (-,-) Gross 128 (109,-78.8,-0.3542) 927 -853 37.3 (-,-) Gross 129 (109.1,-65.04,-0.3542) -410 515 52.5 (-,-) Gross 130 (117,-81.19,-0.3542) 1170 -1150 8.3 (-,-) - Gross 131 (117.Z-51.25,-0.3542) 886 -831 27.6 (-,-) Gross 132 (117.2,-48.64,-0.3542) 1300 -1270 13.6 (-,) Gross 133 (118.6,-108.8,-0.3542) 1320 -1040 142 (-,-) Gross 134 (118.7,-131,-0.3542) 894 -654 120 (-,-) Gross 135 (118.7,-22.5,-0.3542) 1200 -882 160 (-,-) Gross 136 (118.8,5,-0.3542) 1090 -776 155 (-,) - - Gross 137 (120.1,34.99,-0.3542) -920 960 19.8 (-,-) Gross 138 (120.2,-125,-0.3542) -1210 1240 19.1 (-,-) Gross 139 (120.2,-21.22,-0.3542) 815 -767 23.7 (-,-) - Gross 140 (120.2,-18.75,-0.3542) 681 -655 12.7 (-;) - Gross 141 (120.2,-10.48,-0.3542) -392 420 14 (-3-)Gross 142 (120.2,-1.317,-0.3542) 34.3 -5.67 14.3 (-3-)- Gross 143 (120.3,-138.8,-0.3542) 224 -184 20.1 (-,-) Gross 144 (120.3,-111.2,-0.3542) 1280 -1250 15.3 (-,) - Gross 145 (120.3,-108.7,-0.3542) 1150 -1100 25.9 (-,-) Gross 146 (120.3,-94.96,-0.3542) -865 900 17.6 (-,-) Gross 147 (121.3,-131,-0.3542) 904 -656 124 (-,-) - Gross 148 (121.4,-108.8,-0.3542) 1370 -1080 146 (-3-)Gross 149 (121.3,-22.5,-0.3542) 1210 -880 163 (-,) Gross 150 (121.4,5,-0.3542) 1080 -753 164 (-,-) Gross 151 (124.4,-57.81,-0.3542) 33.7 8.47 21.1 (-,-) Gross 152 (130,-50,-0.3542) 155 229 192 (-,-) Gross 153 (130.1,-80,-0.3542) 160 117 138 (-;) - Gross 154 (134.6,-131,-0.3542) -657 903 123 (-,) Gross 155 (134.7,-108.8,-0.3542) -624 922 149 (-,-) Gross 156 (134.8,-80,-0.3542) -98.3 375 138 (-3-)Gross 157 (135,-78.86,-0.3542) 901 -887 6.82 (-,-) Gross 158 (135,-65.04,-0.3542) -587 633 23.2 (-,-) Gross 159 (135,-50,-0.3542) -117 499 191 (-,) Gross 160 (135.2,-22.5,-0.3542) -596 931 168 (-,-) Gross 161 (135.2,5,-0.3542) -660 968 154 (-,) Gross 162 (139.9,-80,-0.3542) 208 71.4 140 (-,-) Gross 163 (139.9,-50,-0.3542) 198 181 190 (-,-) Gross 164 (148.4,-81.19,-0.3542) 972 -959 6.42 (-,-) Gross 165 (148.5,-125,-0.3542) -1210 1240 18.2 (-,-) Gross 166 (148.6,-138.8,-0.3542) 302 -265 18.8 (-,) Gross 167 (148.6,-94.96,-0.3542) -927 968 20.6 (-3-)Gross 168 (148.6,-111.3,-0.3542) 1340 -1310 15.8 (-,) Gross 169 (148.6,-108.7,-0.3542) 1240 -1180 27.2 (-3-) Gross 170 (148.6,-108.8,-0.3542) 1430 -1140 '148 (-,-) Gross 171 (148.7,-131,-0.3542) 1000 -757 123 (-3-) Gross 172 (148.7,-5,-0.3542) 1150 -821 163 (-,) - Gross 173 (148.7,-51.32,-0.3542) 909 -864 22.5 (-,-) cross 174 (148.7,-48.71,-0.3542) 1150 -1110 18 (-,-) Gross 175 (148.7,-35.04,-0.3542) -976 1020 23.6 (-,-) Gross 176 (148.7,-22.5,-0.3542) 1340 -1020 165 (-,-) Gross 177 (149,-21.15,-0.3542) 1010 -960 25.9 (-,-) Gross 178 (149,-18.84,-0.3542) 818 -790 14 (-,-) Gross 179 (149,-10.64,-0.3542) -379 408 14.6 (-,-) Gross 180 (149,-1.295,-0.3542) 64.3 -34.7 14.8 (-,) Gross 181 (151.3,-131,-0.3542) 1110 -876 118 (-,-) Gross 182 (151.3,-56.42,-0.3542) -4.84 27.8 11.5 (-,-) Gross 183 (151.3,-22.5,-0.3542) 1520 -1200 182 (-,-) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. ) "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; '=" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 42 Engineers Northwest - P1 P2.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (4) Fig 4+ # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksl) (ks) (ksl) 184 (151.3,-5,-0.3542) 1380 -1070 157 (-,-) Gross 185 (151.4,-108.8,-0.3542) 1530 -1240 145 (-,) Gross 186 (151.5,-80,-0.3542) 1360 -1160 99.7 (-,-) - Gross 187 (151.5,-50,-0.3542) 1460 -1160 150 (-,-) Gross 188 (156.6,-65.19,-0.3542) 74.1 16.6 45.3 (-,-) Gross 189 (157.2,-80,-0.3542) 125 86 105 (-,-) Gross 190 (157.2,-108.8,-0.3542) 69.5 218 144 (-,-) Gross 191 (157.2,-50,-0.3542) 192 103 147 (-,-) Gross 192 (157.2,-22.5,-0.3542) 149 175 162 (-,-) Gross 193 (157.2,-5,-0.3542) 214 91.6 153 (-,-) Gross 194 (157.5,-131,-0.3542) 27 208 118 (-,-) Gross 195 (172.7,-108.8,-0.3542) 65.5 205 135 (-,-) Gross 196 (172.8,-131,-0.3542) 37 191 114 (-,-) Gross 197 (172.9,-80,-0.3542) 71.2 178 124 (-,-) Gross 198 (173.1,-50,-0.3542) 129 154 141 (-,-) Gross 199 (173.1,-22.5,-0.3542) 219 96.5 158 (-,-) Gross 200 (173.1,-5,-0.3542) 258 50.6 154 (-,-) Gross 201 (178.6,-108.8,-0.3542) 1520 -1250 132 (-,-) Gross 202 (178.7,-131,-0.3542) 1050 -830 111 (-,-) Gross 203 (178.7,-80,-0.3542) 1320 -1060 129 (-,-) - Gross 204 (178.6,5,-0.3542) 1350 -1040 158 (-,-) - Gross 205 (178.7,-50,-0.3542) 1380 -1100 142 (-,-) - Gross 206 (178.7,-22.5,-0.3542) 1540 -1230 154 (-,) Gross 207 (180.9,-65.19,-0.3542) -599 696 48.6 (-,-) Gross 208 (181,-138.7,-0.3542) 283 -241 20.9 (-,-) Gross 209 (180.9,-10.42,-0.3542) -367 396 14.1 (-,-) Gross 210 (181,-111.2,-0.3542) 1300 -1270 16.3 (-,-) - Gross 211 (181,-108.7,-0.3542) 1210 -1150 27.9 (-,-) - Gross 212 (181.1,-125,-0.3542) -1130 1160 16.4 (-,-) Gross 213 (181,-81.25,-0.3542) 1100 -1040 26.8 (-,-) - Gross 214 (181,-78.84,-0.3542) 1120 -1060 34.2 (-,-) Gross ' 215 (181.1,-94.89,-0.3542) -934 981 23.8 (-,-) - Gross 216 (181,-51.24,-0.3542) 1170 -1110 31.4 (-,-) Gross 217 (181,-48.75,-0.3542) 1200 -1160 22.9 (-,-) Gross 218 (181,-21.16,-0.3542) 1060 -1010 25.3 (-,) Gross 219 (181,-18.75,-0.3542) 828 -802 13.4 (-,-) Gross 220 (181,-1.306,-0.3542) 56.1 -27.5 14.3 (-,-) Gross 221 (181.1,55.03,-0.3542) -995 1040 21.2 (-,-) Gross 222 (181.2,-22.5,-0.3542) 1380 -1080 148 (-,) Gross 223 (181.3,-80,-0.3542) 1200 -947 128 (-,) Gross 224 (181.3,-108.8,-0.3542) 1320 -1070 126 (-,-) Gross 225 (181.4,-131,-0.3542) 920 -713 104 (-,-) Gross 226 (181.4,-50,-0.3542) 1230 -950 138 (-,-) Gross 227 (181.3,5,-0.3542) 1110 -816 145 (-,-) Gross 228 (194.6,-131,-0.3542) -714 908 97.1 (-,-) Gross 229 (194.8,-108.8,-0.3542) -706 948 121 (-,-) Gross 230 (194.8,-80,-0.3542) -726 1000 139 (-,-) Gross 231 (194.8,-50,-0.3542) -756 1040 141 (-,-) Gross 232 (194.8,-22.5,-0.3542) -744 1030 145 (-,-) Gross 233 (194.8,5,-0.3542) -694 968 137 (-, )' - Gross 234 (201.6,-65.04,-0.3542) -14.3 151 68.2 (-,-) Gross 235 (201.7,-78.91,-0.3542) 349 -309 19.8 (-,-) - Gross 236 (202.3,-136.2,-0.3542) 30.4 -29 0.699 (-,-) Gross 237 (208.5,-80,-0.3542) 1060 -743 158 (-,-) Gross 238 (208.6,-131,-0.3542) 995 -791 102 (-,-) Gross 239 (208.5,-50,-0.3542) 1060 -778 143 (-,-) Gross 240 (208.7,-108.8,-0.394) 1220 -1620 97.7 (-,-) Gross 241 (208.7,-22.5,-0.3542) 1230 -972 130 (-,-) Gross 242 (208.7,5,-0.3542) 1080 -777 150 (-,-) Gross 243 (209.5,-21.17,-0.3542) 924 -867 28.5 (-,-) Gross 244 (209.5,-18.75,-0.3542) 744 -711 16.7 (-,-) Gross "Centroid" indicates the section centroid in XY,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; ' -" Indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 43 • Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (5) F1 -e- 4s # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksl) (ksi) 245 (209.5,-10.42,-0.3542) -361 391 15.1 (-,-) Gross 246 (209.5,-1.315,-0.3542) 21.6 5.73 13.7 (-,-) Gross 247 (209.8,-48.65,-0.3542) 1070 -1060 5.49 (-,-) Gross 248 (209.8,-34.99,-0.3542) -964 1020 28.5 (-,-) Gross 249 (211.2,-128.8,-0.3542) 1080 -852 115 (-,-) Gross 250 (211.3,-108.8,-0.394) 1360 -1860 86.5 (-,-) Gross 251 (211.3,-22.5,-0.3542) 1220 -992 115 , (-,-) Gross 252 (211.3,-5,0.3542) 1020 -783 116 (-,-) Gross 253 (211.9,-133.8,-0.3542) 42.3 -13.9 14.2 (-,-) - Gross 254 (211.9,-122.5,-0.3542) -753 792 19.3 (-,-) - Gross 255 (213.1,-111.3,-0.4588) 625 -699 17.6 (-,) Gross 256 (213.1,-108.7,-0.4588) 674 -740 25.4 (-,-) - Gross 257 (211.9,-95.04,-0.3542) -864 930 33 (-,-) - Gross 258 (214.3,-81.32,-0.3542) 1020 -958 29.3 (-,-) - Gross 259 (222,-80,-0.3542) 658 -629 14.5 (-,-) Gross 260 (222.1,-50,-0.3542) 542 -522 10.1 (-,-) Gross 261 (224.8,-22.5,-0.3542) -647 861 107 (-,-) Gross 262 (224.8,-5,-0.3542) -688 918 115 (-,-) Gross 263 (227.6,-78.88,-0.3542) 1070 -954 56.9 (-,-) Gross 264 (227.6,-51.31,-0.3542) 1020 -906 58 (-,-) Gross ' 265 (227.9,-64.58,-0.3542) -713 818 52.3 (-,-) Gross 266 (228.9,-128.8,-0.3542) -781 982 101 (-,) Gross 267 (228.9,-108.8,-0.394) -887 1570 79 (-,-) Gross 268 (233.8,-80,-0.3542) -715 759 21.8 (-,-) Gross 269 (233.8,-50,-0.3542) -638 677 19.8 (-,-) Gross 270 (238.6,-128.8,-0.3542) 834 -609 113 (-,-) Gross 271 (238.7,-22.5,-0.3542) 1210 -1040 82.4 (-,) Gross 272 (238.7,-5,-0.3542) 1150 -886 132 (-,-) Gross 273 (239.5,-21.23,-0.3542) 968 -915 26.6 (-,-) Gross 274 (239.5,-18.75,-0.3542) 802 -770 16 (-,) Gross 275 (239.5,-10.42,-0.3542) 397 431 17 (-,-) Gross _.-' 276 (239.5,-1.249,-0.3542) 54.9 -27.6 13.6 (-,-) Gross 277 (241.3,-22.5,0.3542) 1330 -1200 63.3 (-,-) Gross 278 (241.3,-5,-0.3542) 1300 -1110 94.9 (-,-) Gross 279 (241.4,-128.8,-0.3542) 986 -809 88.4 (-,-) Gross 280 (241.4,-48.56,-0.3542) 1130 -1040 43.3 (-,-) Gross 281 (241.4,-34.99,-0.3542) -926 983 28.2 (-,-) Gross 282 (243.4,-122.5,-0.3542) -734 784 25 (-,-) Gross 283 (243.4,-133.8,-0.3542) 125 -91.9 16.5 (-,-) Gross 284 (242.5,-111.2,-0.4649) 678 -752 13 (-,-) Gross 285 (242.5,-108.7,-0.4649) 723 -788 20.8 (-,-) Gross 286 (243.4,-95.04,-0.3542) -832 900 34 (-,-) Gross 287 (245.1,-80,-0.3542) 764 -700 31.9 (-,-) - Gross 288 (245.2,-108.8,-0.394) 1200 -1700 57.1 (-,-) Gross 289 (245.1,-50,-0.3542) 772 -710 31.3 (-,-) Gross 290 (245.6,-81.3,-0.3542) 1150 -1070 40.4 (-,-) Gross 291 (245.6,-78.81,-0.3542) 1190 -1100 45.7 (-,-) Gross 292 (245.6,-51.31,-0.3542) 1200 -1110 46.9 (-,-) - Gross 293 (245.9,-65.04,-0.3542) -835 938 51.3 (-,-) Gross 294 (247.8,-108.8,-0.394) 863 -1230 39.9 (-,-) - Gross 295 (247.8,-80,-0.3542) 736 -694 20.7 (-,-) Gross 296 (247.9,-50,-0.3542) 708 -668 19.8 (-,-) Gross 297 (254.2,-22.5,-0.3542) -965 1070 51.1 (-,-) Gross 298 (254.2,-5,-0.3542) -978 1180 98.4 (-,-) Gross 299 (257.6,-128.8,-0.3542) -791 989 99.3 (-,-) Gross 300 (257.8,-108.8,0.3542) -656 726 35.1 (-,-) Gross 301 (258,-80,-0.3542) -688 740 26 (-,) Gross 302 (258,-50,-0.3542) -782 834 25.8 (-,-) - Gross 303 (261.9,-21.15,0.3542) 648 -622 12.9 (-,-) Gross 304 (261.9,-18.67,-0.3542) 499 -502 -1.51 (-,-) Gross 305 (261.9,-10.42,-0.3542) -402 403 0.852 (-,-) Gross "Centroid' indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second Is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 44 Engineers Northwest - P1 P2.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (6) q1 # Centroid Conc. Top Conc. Bot. Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 306 (262,-1.249,-0.3542) -4.73 22.4 8.85 (-;) - Gross 307 (263.7,-133.7,-0.3542) 44.4 -24.8 9.8 (-,) Gross 308 (263.7,-122.5,-0.3542) -728 695 -16.5 (-;) Gross 309 (263.6,-34.99,-0.3542) -947 981 17.3 (-,-) Gross 310 (263.7,-111.1,-0.3542) 803 -810 -3.69 (-,-) Gross 311 (263.7,-108.7,-0.3542) 823 -790 16.4 (-,-) Gross 312 (263.7,-95.04,-0.3542) -830 869 19.4 (-,-) Gross 313 (263.7,-81.19,-0.3542) 900 -814 43.1 (-,-) Gross 314 (263.7,-78.77,-0.3542) 898 -793 52.5 (-;) Gross 315 (263.7,-51.41,-0.3542) 920 -816 51.9 (,) Gross 316 (263.7,-48.49,-0.3542) 931 -845 43 (-,-) Gross 317 (263.7,-65.04,-0.3542) -828 930 51.1 (-,-) Gross 318 (268.6,-50,-0.3542) 105 -45.6 29.7 (-,-) Gross 319 (268.7,-128.8,-0.3542) 144 50.4 97 (-,) Gross 320 (268.6,-80,-0.3542) 107 -47.8 29.4 (-,-) Gross 321 (268.7,-108.8,-0.3542) 99 -33.9 32.5 (-,-) Gross 322 (268.6,-5,-0.3542) 229 -12.6 108 (-,-) Gross 323 (268.7,-22.5,-0.3542) 314 -233 40.3 (-,) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. i "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; If two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. FLPo Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 45 Engineers Northwest Floor Analysis and Design of Concrete Slabs Dept. of Homeland Security First Floor Level Engineers Northwest, Inc. P.S. 6869 Woodlawn Ave. N.E. Seattle, WA 98115 206-525-7560 Fax 206-522-6698 l st. loor Project Number Monday April 28, 2003 Floor C 1993-2001 Bommer Coleman, Inc. v1 .04C FI -V- 47 Report Contents Report Cover Report Contents Loadings and Load Cases Element Mesh Plan Banded Tendon Plan Distributed Tendon Pian Other Dead Ldg Plan Live Ldg Plan Transfer Max Top Stress Plan Transfer LC: Design Section Summary Transfer LC: Design Section Stresses Service LC; Design Section Summary Service LC: Design Section Stresses Factored LC: Design Section Summary Factored LC: Design Section Stresses Engineers Northwest - lst.floor - Monday April 28, 2003 Ft—+ca. Engineers Northwest, Inc. P.S. Report Contents 2 ,....,........... .....,.. :,i ii.r.' ....:�ain;,.rt.».�.:.i ... ,:,x .j,re. a 4Vurrl�,ia`:,:::ar.ay.: ,..�wti�rk�;�� ?'a:n?;:I.uSS,iarSu'' `i4+e,Fi';urf i3k;c`aixsw2Ev4J;Lei::,z zkwc:�i+d:.iW:sr 'i`�a,'C ��u Loadings and Load Cases ti. — Transfer LC 1.08 x Balance Loading 1 x Self -Dead Loading O x Live Ldg O x Secondary Loading O x Other Dead Ldg Engineers Northwest-1st.floor- Monday April 28, 2003 F► -(2-'i Service LC 1 x Balance Loading 1 x Self -Dead Loading 1 x Live Ldg O x Secondary Loading 1 x Other Dead Ldg Factored LC O x Balance Loading 1.4 x Self -Dead Loading 1.7 x Live Ldg 1 x Secondary Loading 1.4 x Other Dead Ldg Engineers Northwest, Inc. P.S. Loadings and Load Cases 3 $vYtf&l:�i�.�'i+suT/ii Element Mesh Plan Stmai r alk Bela. Sb Col u Bela. SIebtWYh Above S ab:Colmn Above S1913:Shbs,9hb Edges; Sale 1374 A Id a Engineers Northwest-1st.Boor- Monday April 28, 2003 11 r • 1 iA n (Y" a Engineers Northwest, Inc. P.S. Element Mesh Plan 4 Z i1— w re 00 co co w J = WO sC LL. • V. 1— Lux Z� F— O ZH W • W U� O N O H WW I— , — O .. Z W • = O E- Z Banded Tendon Plan Engineers Northwest -1st floor - Monday April 28, 2003 Fcl Bowled Teodm:Tmdon>: Scale 1:668 Sprbw*Supports,Atta SprbwWells Below 31 Cob= Below Sla e.Wills Above SIab;Colme Above Slab$lab Edge; 1 11 1 11. 1 11. 1 11. 1 11 6 6 6 6 11. 1 11. 1 11 1 07-'-10 *' 'lOT-,.-107`^.',•107-•-loT*^loT^-)arrrnor- - 1 011 1 017 07 -101107^10T -",-107,•.7107-."1014-"•10T-•-•10 1. i41ti Q �27-1-2274.4221j8-227,1-.22T-L-2-2T-0-",4"-EC 2T++22T-•-227+R2T22T427221�22T -22T4+227-22T422T-L-22 22 1 8 7T� 27 11+Y.2Tr- -27T.t2Tr.1 11 1 11 8 11 7 11 6 6 6 6 11 1 11 8 1 2 11 1 d 1 77'T-+27T---271+--177E27T? 277---2711-47T47T-171'277',4277-27T.17377-277-27T 177---277 +I7T-•-277 I 7-1 11. 1 1I1 •I 1 Lj 1• 0 1 1 2 1 8i 11 1 11 8 111 7 111 6 Q0 6 11 1 lb 8 1 2 11 1 8' 1 l71'277-,-277 277-*-27TH+27TH+e27T.,-1277 --277 2771271*4277----271*027747'll-477277S+27T---217+477177-271---277**-27T---277 +271-•-277 6 6 1 11 1 11 1 11 1 11 1 11 6 66 6 11 1 11 1 11 1 ii 1 45 r*25T 231* 257----257 • K'23T---257* *2$T-^ZST�n1257-2514-157237 u74514+257-•-257+1,4-23T---2374-*,257--I37*.15T` T,- .i C 1 11 1 11 1 11 6 6 11 1 11 1 11 1 6 127-�12T;•?+12T�12T,•�i+12T--^12T*;t-y �� I2T 1 I2T+11-w-6,-121'1171+127-0^127*t1+12T---12T+-4+12T--•-127 . f r '711 »J:ia � , `.:�" .; sdA;�•S3aaeWa!'ia.utiu::r.;3aiiibr'c Engineers Northwest, Inc. P.S. Banded Tendon Plan 5 Engineers Northwest -1 st.floor- Monday April 28, 2003 Distributed Tendon Plan Distriated leselmrTaxkeee Strumre:Walls Below Sab;Coame Below 31ab;Wala Above Sab;Cobmea Above 3ab;Sab Edda; banded Taidone:Tail Sale 1:S73 Engineers Northwest, Inc. P.S. Distributed Tendon Plan 6 z Z • W -Iv O 0 N0 J= 1— U) LL WO LL _ d. W Z= I- O ZF-- W • W U� O coN O I- WW H H LIO W.. UN O ~ Z Distributed Tendon Plan - Continued (2) Engineers Northwest - lst.floor- Monday April 28, 2003 Ft- - 53 Engineers Northwest, Inc. P.S. Distributed Tendon Plan 7 Other Dead Ldg Plan 0,1 Obi > > Scale 1134 PP SwingeWalls Bl Below SteKamu ow ShlxWdb Above ShbsCa ms Above Slatr$hb Fir Engineers Northwest -1st.floor- Monday April 28, 2003 Engineers Northwest, Inc. P.S. Other Dead Ldg Plan 8 4iA, ,144c4 ya dax3F'" 5 Engineers Northwest - l st ifoor - Monday April 28, 2003 Fa— sir:" Live Ldg Plan >LoulcUme L Stuc1 e:F i es SRiwdh Below SWim Cole Below SW WaUi Above SlokCobmn Above S6tr b Mem Scale c3, F1 - 0.08 Fz-0.08 =r - s --- - -Sr 1:1 __s 0,4 4 81,0 11.1 ..a ILL 1 1 lh 4r '1 Fz=0.08 Engineers Northwest, Inc. P.S. Live Ldg Plan 9 i?»!,'LnsY`SfikM 'i,..#�t`P �i iQ yc't� 1Wb!,4, Live Ldg Plan - Continued (2) Engineers Northwest -1st.ftoor- Monday April 28, 2003 Fr.? Engineers Northwest, Inc. P.S. live Ldg Plan 10 • Engineers Northwest-1st.floor - Monday Aprii 28, 2003 Transfer Max Top Stress Plan Transfta LC:Desian Bedlam Slrumre:r0et Spriarl4rpportJl.be SpigaJSuppmt;Arn Spri{g;Wdls Below 31i7,Co1{m s Below Slr b:Wdls Above Slab;Cohnnns Above StskSb r Ec c Scale 1:S80 #49 6T 8111004 IM5I---f---_-# IIS o #11q 51a �Yr.'L =1.7- cm i vi Y .. % fir, .. i _ 3..W_ 7 #7/4268c #287 "73311346. N35N31401V /1412 I44 1112 12:1TXh 1147 111163 U rev b �} 11104 11114 tl 11163 $173' #219 22 II tl 1 h ▪ i III X1- 7 1143 115165 r IL 1C r ?46$#53 M#98b 11110 1145 115161 coI N102 #112 N 3371_ :71/41-3—..-.114/44 4 m 11 165 1/173iQ 11221 11106 111/147: 11171 011 A • Na491` a:`t 3'1127 334/343.,4 i k 11231288290 113311339 8 8227 11512644 #276 ts sn 66e' -N278'--11'^4._ '4397i _tAi=3 .� (— H9/32711341 fi —0il —1MMk-#550 1154I0D 11367,. 11572 N589 • 11429 11464 a. 1.1 #480 • a. { „.._ coma y^ 3, .i 1151528 11538 #51568' 11373 4390 11351/:!/3993 #415 14425 1162 11478 035#3/401Q N• 411 #31526 #536 I � 11515641 /• 1569 11586 141448 iT: 11476 1151524 11534 #575 6 #446—� 11474 #4"4493 g 11532 1191565-, 11570 1587 z >t 1LR W • 115 1 31588 n Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 11 Engineers Northwest -1st.floor- Monday April 28, 2003 Transfer Max Top Stress Plan - Continued (2) Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 12 tiL"3>i;;54,t4.6.tt S:n.th��'� 3.4#4J rr 'n} ui,.,.s<i: ...: i , Y;:icu'6LN, Engineers Northwest-1st.floor- Monday April 28, 2003 Transfer LC: Design Section Summary # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (Inches) 1 0 0 0 Inf OK 2 0 0 0 inf OK 3 0 0 0 inf OK 4 0 0 0 Int OK 5 0 0 0 inf OK 6 0 0 0 inf OK 7 0 0 0 Int OK 8 0 0 0 Inf OK 9 0 0 0 int OK 10 0 0 0 int OK 11 0 0 0 inf OK 12 0 0 0 Int OK 13 0 0 0 Int OK 14 0 0 0 inf OK 15 0 0 0 int OK 16 0 0 0 int OK 17 0 0 0 inf OK 18 0 0 0 int OK 19 0 0 0 inf OK 20 0 0 0 Int OK 21 0 0 0 Int OK 22 0 0 0 int OK 23 0 0 0 inf OK 24 0 0 0 inf OK 25 0 0 0 inf OK 26 0 0 0 Inf OK 27 0 0 0 int OK 28 0 0 0 Int OK 29 0 0 0 int OK 30 0 0 0 int OK `-~.' 31 0 0 0 inf OK 32 0 0 0 int OK 33 0 0 0 inf OK 34 0 0 0 inf OK 35 0 1.53 ACI 18.4.1b 0 inf OK 36 0 0 0 int OK 37 0 0 0 int OK 38 0 0 0 inf OK 39 0 0 0 inf OK 40 0 0 0 inf OK 41 0 0 0 int OK 42 0 0 0 inf OK 43 0 0 0 inf OK 44 0 0 0 Inf OK 45 0 0 0 int OK 46 0 0 0 inf OK 47 0 0 0 int OK 48 0 0 0 Inf OK 49 0 0 0 inf OK 50 0 0 0 inf OK 51 0 0 0 inf OK 52 0 0 0 Int OK 53 0 0 0 inf OK 54 0 01 0 inf OK 55 0 0 0 int OK 56 0 0 0 Inf OK 57 0 0 0 inf OK 58 0 0 0 inf OK 59 0 0 0 int OK 60 0 0 0 inf OK 61 0 0 0 inf OK 62 0 0 0 Int OK 63 0 0 0 Inf OK 64 0 0 0 int OK 65 0 0 0 inf OK 66 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for ihls section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 13 Engineers Northwest -1 st. floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (2) Fig # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. in.) (inches) 67 0 0 0 Int OK 68 0 0 0 inf OK 69 0 0 0 int OK 70 0 0 0 inf OK 71 0 0 0 inf OK 72 0 0 0 inf OK 73 0 0 0 inf OK 74 0 0 0 In? OK 75 0 0 0 inf OK 76 0 0 0 Int OK 77 0 0 0 int OK 78 0 0 0 Int OK 79 0 0 0 inf OK 80 0 0 0 inf OK 81 0 0 0 Int OK 82 0 0 0 Inf OK 83 0 0 0 inf OK 84 0 0 0 int OK 85 0 0 0 inf OK 86 0 0 0 int OK 87 0 0 0 inf OK 88 0 0 0 inf OK 89 0 0 0 inf OK 90 0 0 0 int OK 91 0 0 0 inr OK 92 0 0 0 inf OK 93 0 0 0 inf OK 94 0 0 0 Inf OK 95 0 0 0 inf OK 96 0 0 0 inf OK 97 0 0 0 int OK 98 0 0 0 Inf OK 99 0 0 0 inf OK 100 0 O 0 inf OK 101 0 0 0 inf OK 102 0 0 0 Inf OK 103 0 0 0 inf OK 104 0 0 0 inf OK 105 0 0 0 inf OK 106 0 0 0 Inf OK 107 0 0 0 inf OK 108 0 0 0 int OK 109 0 0 0 inf OK 110 0 0 0 inf OK 111 0 0 0 inf OK 112 0 0 0 inf OK 113 0 0 0 inf OK 114 0 0 0 inf OK 115 0 0 0 inf OK 116 0 0 0 int OK 117 0 0 0 inf OK 118 0 0 0 Int OK 119 0 0 0 inf OK 120 0 0 0 inf OK 121 0 0 0 Int OK 122 0 0 0 Int OK 123 0 0 0 inf OK 124 0 0 0 inf OK 125 0 0 0 int OK 126 0 0 0 Int OK 127 0 0 0 int OK 128 0 0 0 int OK 129 0 0 0 int OK 130 0 0 0 int OK 131 0 0 0 inf OK 132 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, lnc. P.S. Transfer LC: Design Section Summary 14 Engineers Northwest-1st.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (3) R -f -&c # As Top Controlling As l3ot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 133 0 0 0 int OK 134 0 0 0 Inf OK 135 0 0 0 int OK 138 0 0 0 int OK 137 0 0 0 Int OK 138 0 0 0 inf OK 139 0 0 0 inf OK 140 0 0 0 inf OK 141 0 0 0 inf OK 142 0 0 0 inf OK 143 0 0 0 int OK 144 0 0 0 Int OK 145 0 0 0 int OK 146 0 0 0 inf OK 147 0 0 0 int OK 148 0 0 0 Inf OK 149 0 0 0 inf OK 150 0 0 0 int OK 151 0 0 0 inf OK 152 0 0 0 inf OK 153 0 0 0 inf OK 154 0 0 0 int OK 155 0 0 0 int OK 156 0 0 0 inf OK 157 0 0 0 inf OK 158 0 0 0 int OK 159 0 0 0 int OK 160 0 0 0 Inf OK 161 0 0 0 inf OK 162 0 0 0 inf OK 163 0 0 0 Inf OK 164 0 0 0 inf OK 165 0 0 0 inf OK 166 0 0 0 inf OK 167 0 0 0 int OK 168 0 0 0 inf OK 169 0 0 0 inf OK 170 0 0 0 int OK 171 0 0 0 inf OK 172 0 0 0 Inf OK 173 0 0 0 inf OK 174 0 0 0 int OK 175 0 0 0 int OK 176 0 0 0 Int OK 177 0 0 0 inf OK 178 0 0 0 Int OK 179 0 0 0 Inf OK 180 0 0 0 Int OK 181 0 0 0 inf OK 182 0 0 0 inf OK 183 0 0 0 inf OK 184 0 0 0 Int OK 185 0 0 0 inf OK 186 0 0 0 int OK 187 0 0 0 inf OK 188 0 0 0 int OK 189 0 0 0 inf OK 190 0 0 0 int OK 191 0 0 0 int OK 192 0 0 0 int OK 193 0 0 0 Int OK 194 0 0 0 inf OK 195 0 0 0 inf OK %,......," 196 0 0 0 Int OK 197 0 0 0 inf OK 198 0 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, inc. P.S. Transfer LC: Design Section Summary 15 Engineers Northwest -1 st.tloor- Monday April 26, 2003 Transfer LC: Design Section Summary - Continued (4) FL-Q-cz- 00) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. in.) (Inches) 199 0 0 0 int 200 0 0 0 inf 201 0 0 0 int 202 0 0 0 Int 203 0 0 0 inf 204 0 0 0 Inf 205 0 0 0 inf 206 0 0 o Int 207 0 0 0 int 208 0 0 0 int 209 0 0 0 inf 210 0 0 0 inf 211 0 0 0 Int 212 0 0 0 int 213 0 0 0 inf 214 0 0 0 Int 215 0 0 0 int 216 0 0 0 int 217 0 0 0 int 218 0 0 0 Int 219 0 0 0 int 220 0 0 0 int 221 0 0 0 int 222 0 0 0 inf 223 0 0 0 inf 224 0 0 0 inf 225 0 0 0 inf 226 0 0 0 int 227 0 0 0 inf 228 0 0 0 int 229 0 0 0 inf • 230 0 0 0 int 231 0 0 0 inf 232 0 0 0 inf 233 0 0 0 inf 234 0 0 0 inf 235 0 0 0 inf 236 0 0 0 int 237 0 0 0 int 238 0 0 0 int 239 0 0 0 inf 240 0 0 0 inf 241 0 0 0 inf 242 0 0 0 int 243 0 0 0 inf 244 0 0 0 int 245 0 0 0 inf 246 0 0 0 Int 247 0 0 0 inf 248 0 0 0 int 249 0 0 0 int 250 0 0 0 int 251 0 0 0 inf 252 0 0 . 0 inf 253 0 0 0 inf 254 0 0 0 inf 255 0 0 0 inf 256 0 0 o int 257 0 0 0 int 258 0 0 0 inf 259 0 0 0 inf 260 0 0 0 inf 261 0 0 0 int .._i 262 0 0 0 Int 263 0 0 0 inf 264 0 0 0 int "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 16 Engineers Northwest - lst.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (5) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (Inches) 265 0 0 0 int OK 266 0 0 0 inf OK 267 0 0 0 inf OK 268 0 0 0 Int OK 269 0 0 0 inf OK 270 0 0 0 inf OK 271 0 0 0 Int OK 272 0 0 0 Inf OK 273 0 0 0 int OK 274 0 0 0 inf OK 275 0 0 0 inf OK 276 0 0 0 int OK 277 0 0 0 inf OK 278 0 0 0 inf OK 279 0 0 0 int OK 280 0 0 0 int OK 281 0 0 0 inf OK 282 0 0 0 Int OK 283 0 0 0 int OK 284 0 0 0 Int OK 285 0 0 0 inf OK 286 0 0 0 inf OK 287 0 0 0 int OK 288 0 0 0 inf OK 289 0 0 0 inf OK 290 0 0 0 inf OK 291 0 0 0 inf OK 292 0 0 0 int OK 293 0 0 0 int OK 294 0 0 0 inf OK 295 0 0 0 inf OK 296 0 0 0 int OK 297 0 0 0 inf OK 298 0 0 0 Int OK 299 0 0 0 inf OK 300 0 0 0 int OK 301 0 0 0 inf OK 302 0 0 0 inf OK 303 0 0 0 int OK 304 0 0 0 inf OK 305 0 0 0 inf OK 306 0 0 0 int OK 307 0 0 0 inf OK 308 0 0 0 int OK 309 0 0 0 inf OK 310 0 0 0 int OK 311 0 0 0 int OK 312 0 0 0 int OK 313 0 0 0 inf OK 314 0 0 0 inf OK 315 0 0 0 int OK 316 0 0 0 Int OK 317 0 0 0 inf OK 318 0 0 0 Inf OK 319 0 0 0 int OK 320 0 0 0 int OK 321 0 0 0 inf OK 322 0 0 0 int OK 323 0 0 0 inf OK 324 0 0 0 Int OK 325 0 0 0 inf OK 326 0 0 0 Int OK ( ) 327 0 0 0 inf OK `•--' 328 0 0 0 Int OK 329 0 0 0 inf OK 330 0 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. }= �3 Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 17 Engineers Northwest -1 st.floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (6) Fie-e0+ ti As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (Inches) 331 0 0 0 Inf OK 332 0 0 0 inf OK 333 0 0 0 int OK 334 0 0 0 In? OK 335 0 0 0 Inf OK 336 0 0 0 Inf OK 337 0 0 0 Inf OK 338 0 0 0 inf OK 339 0 0 0 int OK 340 0 0 0 inf OK 341 0 0 0 int OK 342 0 0 0 Int OK 343 0 0 0 Int OK 344 0 0 0 int OK 345 0 0 0 int OK 346 0 0 0 Int OK 347 0 0 0 inf OK 348 0 0 0 Int OK 349 0 0 0 int OK 350 0 0 0 int OK 351 0 0 0 inf OK 352 0 0 0 int OK 353 0 0 0 Int OK 354 0 0 0 Int OK 355 0 0 0 inf OK 356 0 0 0 Int OK 357 0 0 0 inf OK 358 0 0 0 Inf OK 359 0 0 0 int OK 360 0 0 0 Int OK 361 0 0 0 int OK 362 0 0 0 In? OK 363 0 0 0 inf OK 364 0 0 0 inf OK 365 0 0 0 int OK 366 0 0 0 Int OK 367 0 0 0 int OK 368 0 0 0 int OK 369 0 0 0 inf OK 370 0 0 0 Int OK 371 0 0 0 Int OK 372 0 0 0 Inf OK 373 0 0 0 inf OK 374 0 0 0 Int OK 375 0 0 0 Inf OK 376 0 0 0 Int OK 377 0 0 0 Int OK 378 0 0 0 Inf OK 379 0 0 0 int OK 380 0 0 0 inf OK 381 0 0 0 inf OK 382 0 0 0 Int OK 383 0 0 0 inf OK 384 0 0 0 Inf OK 385 0 0 0 int OK 386 0 0 0 Int OK 387 0 0 0 inf OK 388 0 0 0 inf OK 389 0 0 0 int OK 390 0 0 0 Int OK 391 0 0 0 int OK 392 0 0 0 int OK } 393 0 0 0 int OK .....) 394 0 0 0 Int OK 395 0 0 0 Inf OK 396 0 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. a.:i Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 18 .+.tzEv3si3� Engineers Northwest -1st.floor- Monday ApriI 28, 2003 Transfer LC: Design Section Summary - Continued (7) Fix_ 647 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (inches) 397 0 0 0 inf OK 398 0 0 0 inf OK 399 0 0 0 inf OK 400 0 0 0 Inf OK 401 0 0 0 inf OK 402 0 0 0 int OK 403 0 0 0 Inf OK 404 0 0 0 inf OK 405 0 0 0 inf OK 408 0 0 0 inf OK 407 0 0 0 inf OK 408 0 0 0 Inf OK 409 0 0 0 inf OK 410 0 0 0 inf OK 411 0 0 0 inf OK 412 0 0 0 Int OK 413 0 0 0 inf OK 414 0 0 0 inf OK 415 0 0 0 int OK 416 0 0 0 Int OK 417 0 0 0 inf OK 418 0 0 0 Inf OK 419 0 0 0 inf OK 420 0 0 0 In? OK 421 0 0 0 inf OK 422 0 0 0 inf OK 423 0 0 0 inf OK 424 0 0 0 inf OK 425 0 0 0 inf OK 426 0 0 0 inf OK 427 0 0 0 inf OK 428 0 0 0 Inf OK 429 0 0 0 inf OK 430 0 0 0 In! OK 431 0 0 0 inf OK 432 0 0 0 Inf OK 433 0 0 0 inf OK 434 0 0 0 inf OK 435 0 0 0 inf OK 436 0 0 0 Inf OK 437 0 0 0 inf OK 438 0 0 0 inf OK 439 0 0 0 Int OK 440 0 0 0 Int OK 441 0 0 0 inf OK 442 0 0 0 inf OK 443 0 0 0 inf OK 444 0 0 0 Inf OK 445 0 0 0 inf OK 446 0 0 0 inf OK 447 0 0 0 inf OK 448 0 0 0 Int OK 449 0 0 0 Int OK 450 0 0 0 Int OK 451 0 0 0 inf OK 452 0 0 0 Inf OK 453 0 0 0 inf OK 454 0 0 0 inf OK 455 0 0 0 inf OK 456 0 0 0 Inf OK 457 0 0 0 Int OK 458 0 0 0 int OK 459 0 0 0 inf OK 460 0 0 0 inf OK 461 0 0 0 inf OK 462 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 19 s=•:+w,'4.`.y;4:SK.iiS.i,atltaG::~n+tY+a'.`s�.�..'.ku�w�.3:k.'�1:c;::G.i,�v�..L..'+J`3.+..e..11r1.:1i,.��n..;i:I,:Li.'i' Engineers Northwest -1 st.floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (8) Ft_e(o . # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. In.) (inches) 463 0 0 0 int OK 464 0 0 0 Inf OK 465 0 0 0 inf OK 466 0 0 0 Int OK 467 0 0 0 int OK 468 0 0 0 int OK 469 0 0 0 Inf OK 470 0 0 0 Int OK 471 0 0 0 int OK 472 0 0 0 inf OK 473 0 0 0 int OK 474 0 0 0 Int OK 475 0 0 0 Int OK 476 0 0 0 int OK 477 0 0 0 inf OK 478 0 0 0 inf OK 479 0 0 0 inf OK 480 0 0 0 int OK 481 0 0 0 int OK 482 0 0 0 Int OK 483 0 0 0 inf OK 484 0 0 0 Int OK 485 0 0 0 int OK 486 0 0 0 int OK 487 0 0 0 inf OK 488 0 0 0 Int OK 489 0 0 0 inf OK 490 0 0 0 Int OK 491 0 0 0 inf OK 492 0 0 0 Int OK 493 0 0 0 int OK 494 0 0 0 int OK 495 0 0 0 int OK 496 0 0 0 inf OK 497 0 0 0 inf OK 498 0 0 0 int OK 499 0 0 0 Int OK 500 0 0 0 Int OK 501 0 0 0 inf OK 502 0 0 0 int OK 503 0 0 0 inf OK 504 0 0 0 inf OK 505 0 0 0 Int OK 508 0 0 o Int OK 507 0 0 0 inf OK 508 0 0 0 Int OK 509 0 0 0 int OK 510 0 0 0 int OK 511 0 0 0 inf OK 512 0 0 0 inf OK 513 0 0 0 int OK 514 0 0 0 Inf OK 515 0 0 0 int OK 516 0 0 0 Int OK 517 0 0 0 inf OK 518 0 0 0 int OK 519 0 0 0 int OK 520 0 0 0 int OK 521 0 0 0 inf OK 522 0 0 0 int OK 523 0 0 0 inf OK 524 0 0 0 Int OK 525 0 0 0 Int OK 526 0 0 0 int OK 527 0 0 0 inf OK 528 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 20 ,th "tfl»"wi%wiYa6'C'.{, Ss+;S, t,. ;„s,«. Engineers Northwest - lstfloor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (9) F 7 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (Inches) 529 0 0 0 inf OK 530 0 0 0 int OK 531 0 0 0 inf OK 532 0 0 0 In? OK 533 0 0 0 inf OK 534 0 0 0 inf OK 535 0 0 0 inf OK 536 0 0 0 inf OK 537 0 0 0 inf OK 538 0 0 0 inf OK 539 0 0 0 inf OK 540 0 0 0 inf OK 541 0 0 0 int OK 542 0 0 0 inf OK 543 0 0 0 inf OK 544 0 0 0 inf OK 545 0 0 0 inf OK 546 0 0 0 inf OK 547 0 0 0 inf OK 548 0 0 0 int OK 549 0 0 0 inf OK 550 0 0 0 inf OK 551 0 0 0 inf OK 552 0 0 0 Int OK 553 0 0 0 inf OK 554 0 0 0 inf OK 555 0 0 0 inf OK 556 0 0 0 int OK 557 0 0 0 int OK 558 0 0 0 inf OK 559 0 0 0 inf OK 560 0 0 0 int OK 561 0 0 0 inf OK 562 0 0 0 inf OK 563 0 0 0 inf OK 564 0 0 0 int OK 565 0 0 0 inf OK 566 0 0 0 int OK 567 0 0 0 inf OK 568 0 0 0 int OK 569 0 0 0 inf OK 570 0 0 0 inf OK 571 0 0 0 inf OK 572 0 0 0 inf OK 573 0 0 0 int OK 574 0 0 0 int OK 575 0 0 0 inf OK 576 0 0 0 int OK 577 0 0 0 int OK 578 0 0 0 inf OK 579 0 0 0 inf OK 580 0 0 0 inf OK 581 0 0 0 inf OK 582 0 0 0 Int OK 583 0 0 0 inf OK 584 0 0 0 inf OK 585 0 0 0 inf OK 586 0 0 0 int OK 587 0 0 0 inf OK 588 0 0 0 Int OK 589 0 0 0 inf OK 590 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 21 Transfer LC: Design Section Stresses Centroid (feet) 1 (-1.258,-110.6,-0.5) 2 (-1.258,-110.6,-0.5) 3 (-1.258,-79.31,-0.5) 4 (-1.258,-79.31,-0.5) 5 (1.21,-128.8,-0.5) 6 (1.21,-128.8,-0.5) 7 (1.203,-80,-0.5) 8 (1.203,-80,-0.5) 9 (1.311,-108.8,-0.5) 10 (1.311,-108.8,-0.5) 11 (1.277,-50,-0.5) 12 (1.277,-50,-0.5) 13 (1.523,-22.62,-0.6639) 14 (1.523,-5.373,-0.9167) 15 (2.994,-122.4,-0.5) 16 (2.994,-122.4,-0.5) 17 (2.994,-111.2,-0.5) 18 (2.994,-111.2,-0.5) 19 (2.994,-108.7,-0.5) 20 (2.994,-108.7,-0.5) 21 (2.994,-94.97,-0.5) 22 (2.994,-94.97,-0.5) 23 (2.994,-81.27,-0.5) 24 (2.994,-81.27,-0.5) 25 (2.994,-78.75,-0.5) 26 (2.994,-78.75A5) 27 (2.994,-65.04,-0.5) 28 (2.994,-65.04,-0.5) 29 (5.626,-51.26,-0.5) 30 (5.626,51.26,-0.5) 31 (5.626,-48.67,-0.5) 32 (5.626,-48.67,-0.5) 33 (5.703,35.01,415) 34 (5.703,35.01,-0.5) 35 (7.334,-18.83,-0.9167) 36 (7.334,-10.92,-0.9167) 37 (7.334,-1.444,-0.9167) 38 (7.47,-21.24,-0.5) 39 (7.47,-21.24,-0.5) 40 (7.737,-133.8,-0.5) 41 (7.737,-133.8,-0.5) 42 (11.21,-108.8,-0.5) 43 (11.21,-108.8,-0.5) 44 (11.41,-80,-0.5) 45 (11.41,-80,-0.5) 46 (11.41,50,-0.5) 47 (11.41,-50,-0.5) 48 (14.7,-22.62,-0.6639) 49 (14.7,5.157,-0.9167) 50 (15.78,-128.8,-0.5) 51 (15.78,-128.8,-0.5) 52 (15.78,-128.6,-0.5) 53 (15.78,-128.6,-0.5) 54 (22.08,-108.8,-0.5) 55 (22.08,-108.8,-0.5) 56 (22.2,-80,-0.5) 57 (22.2,-80,-0.5) 58 (22.2,-50,-0.5) 59 (22.2,-50,-0.5) 60 (24.89,-80,-0.5) 61 (24.89,-80,-0.5) Conc. Top Conc. Bot (Psi) (Psi) -98.6 -222 -98.6 -222 -110 -236 -110 -236 -155 -160 -155 -160 -202 -148 -202 -148 -206 -142 -206 -142 -203 -122 -203 -122 -152 -182 -208 -127 -22 -350 -22 -350 -400 17.8 -400 17.8 -402 37.6 -402 37.6 22 -353 22 -353 -371 15.3 -371 15.3 -380 30.5 -380 30.5 -38.4 -279 -38.4 -279 -331 -61.1 -331 -61.1 -306 -88.4 -306 -88.4 -55.4 -221 -55.4 -221 -585 183 66.7 -475 -254 -135 -281 -87.9 -281 -87.9 -216 -91.2 -216 -91.2 0.945 -334 0.945 -334 -9.75 -327 -9.75 -327 -49.4 -287 -49.4 -287 -210 -116 -168 -210 -40.5 -307 -40.5 -307 -36.9 -307 -36.9 -307 -242 -94.2 -242 -94.2 -350 4.78 -350 4.78 -324 -13.8 -324 -13.8 -363 25 -363 25 Conc. Cent. Conc Limits (Psi) (psi) -160 (-2100,-) -160 (-2100,-) -173 (-2100,-) -173 (-2100,-) -157 (-2100,-) -157 (-2100,-) -175 (-2100,-) -175 (-2100,-) -174 (-2100,-) -174 (-2100,-) -163 (-2100,-) -163 (-2100,-) -166 (-2100,-) -168 (-2100,-) -186 (-2100,-) -186 (-2100,-) -191 (-2100,-) -191 (-2100,-) -182 (-2100,-) -182 (-2100,-) -165 (-2100,-) -165 (-2100,-) -178 (-2100,-) -178 (-2100,-) -175 (-2100,-) -175 (-2100,-) -159 (-2100,-) -159 (-2100,-) -196 (-2100,-) -196 (-2100,-) -197 (-2100,-) -197 (-2100,-) -138 (-2100,-) -138 (-2100,-) -201 (-2100,-) -204 (-2100,-) -195 (-2100,-) -184 (-2100,-) -184 (-2100,-) -153 (-2100,-) -153 (-2100,-) -166 (-2100,-) -166 (-2100,-) -169 (-2100,-) -169 (-2100,-) -168 (-2100,-) -168 (-2100,-) -166 (-2100,-) -189 (-2100,-) -174 (-2100,-) -174 (-2100,-) -172 (-2100,-) -172 (-2100,-) -168 (-2100,-) -168 (-2100,-) -173 (-2100,-) -173 (-2100,-) -169 (-2100,-) -169 (-2100,-) -169 (-2100,-) -169 (-2100,-) Engineers Northwest -1 st.t%or- Monday April 28, 2003 Rebar Top Rebar Bot. Rebar Limits (ksi) (ksi) (Icsi) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Umits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Umits" Indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 22 Engineers Northwest -1 st.floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (2) Re # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (lag) 62 (24.89,-50,-0.5) -335 8.26 -163 (-2100,-) - Gross 63 (24.89,-50,-0.5) -335 8.26 -163 (-2100,-) Gross 64 (25.01,-108.8,-0.5) -183 -142 -163 (-2100,-) Gross 65 (25.01,-108.8,-0.5) -183 -142 -163 (-2100,-) Gross 66 (26.38,-111.3,-0.5) -311 -20.3 -166 (-2100,-) Gross 67 (26.38,-111.3,-0.5) -311 -20.3 -166 (-2100,-) Gross 68 (26.38,-108.8,-0.5) -295 -27.1 -161 (-2100,-) Gross 69 (26.38,-108.8,-0.5) -295 -27.1 -161 (-2100,-) Gross 70 (26.38,-95.04,-0.5) -74 -253 -164 (-2100,-) Gross 71 (26.38,-95.04,-0.5) -74 -253 -164 (-2100,-) Gross 72 (28.18,35.01,-0.5) -178 -161 -170 (-2100,-) Gross 73 (28.18,35.01,-0.5) -178 -161 -170 (-2100,-) Gross 74 (28.48,-122.5,-0.5) -87.3 -256 -172 (-2100,-) Gross 75 (28,48,-122.5,-0.5) -87.3 -256 -172 (-2100,-) Gross 76 (28.52,-22.62,-0.6639) -76.4 -274 -169 (-2100,-) Gross 77 . - (28.52,-5.235,-0.9167) -207 -124 -166 (-2100,-) Gross 78 (28.78,-128.8,-0.5) -311 -11.7 -161 (-2100,-) Gross 79 (28.78,-128.8,-0.5) -311 -11.7 -161 (-2100,-) Gross 80 (29.67,-81.19,-0.5) -156 -104 -130 (-2100,-) Gross 81 (29.67,-81.19,-0.5) -156 -104 -130 (-2100,) Gross 82 (29.67,-78.74,-0.5) -178 -75 -126 (-2100,-) Gross 83 (29.67,-78.74,-0.5) -178 -75 -126 (-2100,-) Gross 84 (29.67,-65.04,-0.5) -51.5 -247 -149 (-2100,-) Gross 85 (29.67,-65.04,-0.5) -51.5 -247 -149 (-2100,-) Gross 86 (29.67,-51.29,-0.5) -137 -128 -132 (-2100,-) - Gross 87 (29.67,51.29,-0.5) -137 -128 -132 (-2100,-) Gross 88 (29.67,-48.7,-0.5) -101 -161 -131 (-2100;) Gross 89 (29.67,-48.7,-0.5) -101 -161 -131 (-2100,-) Gross 90 (29.66,-21.24,-0.5) -112 -211 -162 (-2100,-) Gross 91 (29.66,-21.24,-0.5) -112 -211 -162 (-2100,-) Gross 92 (29.98,-18.83,-0.9167) -434 107 -164 (-2100,-) Gross 93 (29.98,-10.92,-0.9167) -9.28 -323 -166 (-2100,-) Gross 94 (29.98,-1.444,-0.9167) -212 -93.5 -153 (-2100,-) Gross 95 (30.63,-133.8,-0.5) -186 -71.4 -129 (-2100,-) Gross 96 (30.63,-133.8,-0.5) -186 -71.4 -129 (-2100,-) Gross 97 (31.32,-128.8,-0.5) -313 16.2 -148 (-2100,-) Gross 98 (31.32,-128.8,-0.5) -313 16.2 -148 (-2100,-) Gross 99 (31.54,-22.62,-0.6639) -86.8 -240 -159 (-2100,-) Gross 100 (31.54,5.235,-0.9167) -265 -50.9 -158 (-2100,-) Gross 101 (36.76,-80,-0.5) -29.4 -341 -185 (-2100,-) Gross 102 (36.76,-80,-0.5) -29.4 -341 -185 (-2100,-) Gross 103 (36.76,50,-0.5) -2.1 -332 -167 (-2100,) Gross 104 (36.76,50,-0.5) -2.1 -332 -167 (-2100,-) Gross 105 (41.55,-108.8,-0.5) -163 -147 -155 (-2100,-) Gross 106 (41.55,-108.8,-0.5) -163 -147 -155 (-2100,-) Gross 107 (45.18,-22.62,-0.6639) -178 -124 -153 (-2100,-) Gross 108 (45.18,5.157,-0.9167) -2.66 -245 -124 (-2100,-) Gross 109 (45.76,-128.8,-0.5) -4.08 -261 -132 (-2100,-) Gross 110 (45.76,-128.8,-0.5) -4.08 -261 -132 (-2100,-) Gross 111 (47.78,-80,-0.5) -345 -61 -203 (-2100,-) Gross 112 (47.78,-80,-0.5) -345 -61 -203 (-2100,-) Gross 113 (47.78,50,-0.5) -272 -69.2 -171 (-2100,-) Gross 114 (47.78,50,-0.5) -272 -69.2 -171 (-2100,-) Gross 115 (53.71,-78.74,-0.5) -228 -124 -176 (-2100,-) Gross 116 (53.71,-78.74,-0.5) -228 -124 -176 (-2100,-) Gross 117 (54.02,-73.96,-0.5) -99.6 -132 -116 (-2100,-) Gross 118 (5402,-73.96,-0.5) -99.6 -132 -116 (-2100,-) Gross 119 (54.48,-81.27,-0.5) -220 -194 -207 (-2100,-) Gross 120 (54.48,-81.27,-0.5) -220 -194 -207 (-2100,-) Gross 121 (58.44,-111.2,-0.5) -225 -89.7 -158 (-2100,-) Gross 122 (58.44,-111.2,-0.5) -225 -89.7 -158 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'." indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 23 &,W46r.:L�i. *yWd}Z.A;i+Wii#? d'a;:wat':.:u�:+.c'�:Fx..0 Engineers Northwest -1stfloor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (3) F_ R- # Centroid Conc. Top Conc. Bot Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 123 (58.35,-22.62,-0.6639) -83.6 -204 -140 (-2100,-) Gross 124 (58.35,-5.281,-0.9187) -268 5.34 -131 (-2100,-) Gross 125 (58.57,-95.04,-0.5) -94.3 -228 -161 (-2100,-) Gross 126 (58.57,-95.04,-0.5) -94.3 -228 -161 (-2100,-) Gross 127 (58.6,-108.8,-0.5) -213 -98 -156 (-2100,-) Gross 128 (58.6,-108.8,-0.5) -213 -98 -156 (-2100,-) - Gross 129 (58.63,-128.8,-0.5) -306 17 -144 (-2100,-) Gross 130 (58.63,-128.8,-0.5) -306 17 -144 (-2100,-) Gross 131 (58.66,-108.8,-0.5) -106 -154 -130 (-2100;) Gross 132 (58.68,-108.8,-0.5) -106 -154 -130 (-2100,-) Gross 133 (59.63,-21.16,-0.5) -98.2 -211 -155 (-2100,-) - Gross 134 (59.63,-21.16,-0.5) -98.2 -211 -155 (-2100,-) Gross 135 (59.71,-48.78,-0.5) -101 -264 -183 (-2100,-) Gross 136 (59.71,-48.78,-0.5) -101 -264 -183 (-2100,-) Gross 137 (59.82,-34.99,-0.5) -183 -143 -163 (-2100,-) Gross 138 (59.82,-3499,-0.5) -183 -143 -163 (-2100,-) Gross 139 (60.14,-18.73,-0.8967) -530 62.1 -155 (-2100,-) - Gross 140 (60.14,-10.83,-0.9167) -13.3 -291 -152 (-2100,) Gross 141 (60.14,-1.353,-0.9167) -191 -82.9 -137 (-2100,-) Gross 142 (60.63,-133.7,-0.5) -89.4 -212 -151 (-2100,-) - Gross 143 (60.63,-133.7,-0.5) -89.4 -212 -151 (-2100,-) - Gross 144 (60.67,-122.5,-0.5) -86.9 -225 -156 (-2100,-) Gross 145 (60.67,-122.5,-0.5) -86.9 -225 -156 (-2100,-) Gross 146 (61.34,-108.8,-0.5) -135 -110 -123 (-2100,) Gross 147 (61.34,-108.8,-0.5) -135 -110 -123 (-2100,-) Gross 148 (61.37,-131,-0.5) -147 -58.7 -103 (-2100,-) Gross 149 (61.37,-131,-0.5) -147 -58.7 -103 (-2100,-) Gross 150 (61.65,-22.62,-0.6639) -64.8 -209 -132 (-2100,-) Gross 151 (61.65,-5.281,-0.9167) -276 12.7 -132 (-2100,) Gross 152 (68.25,-81.31,-0.5) -264 -63.9 -164 (-2100,-) Gross 153 (66.25,-81.31,-0.5) -264 -63.9 -164 (-2100,-) Gross 154 (66.25,-78.7,-0.5) -163 -92.2 -128 (-2100,-) Gross 155 (66.25,-78.7,-0,5) -163 -92.2 -128 (-2100,-) Gross 156 (66.25,-68.88,-0.5) -79.6 -129 -104 (-2100,-) Gross 157 (66.25,-68.88,-0.5) -79.6 -129 -104 (-2100,-) Gross 158 (66.25,-60.85,-0.5) -82.7 -133 . -108 (-2100,-) Gross 159 (66.25,-60.85,-0.5) -82.7 -133 -108 (-2100,-) Gross 160 (68.02,-136.2,-0.5) -13.7 -385 -200 (-2100,-) Gross 161 (68.02,-136.2A5) -13.7 -385 -200 (-2100,-) Gross 162 (70.53,-50,-0.5) -77.3 -21.8 -49.5 (-2100,-) Gross 163 (70.53,-50,-0.5) -77.3 -21.8 -49.5 (-2100,-) Gross 164 (70.61,-80,-0.5) -104 -17.7 -61.1 (-2100,-) Gross 165 (70.61,-80,-0.5) -104 -17.7 -61.1 (-2100,-) Gross 166 (74.92,-22.62,-0.5878) -131 -132 -131 (-2100,-) Gross 187 (75.01,-5.203,-0.9167) -11.2 -262 -136 (-2100,-) Gross 168 (75.61,-133.5,-0.5) -53.4 -117 -85.4 (-2100,-) Gross 169 (75.61,-133.5,-0.5) -53.4 -117 -85.4 (-2100,-) Gross 170 (75.59,-108.8,-0.5) 0.305 -221 -110 (-2100,-) Gross 171 (75.59,-108.8,-0.5) 0.305 -221 -110 (-2100,-) Gross 172 (85.25,-80,-0.5) 54.1 -181 -63.2 (-2100,-) Gross 173 (85.25,-80,-0.5) 54.1 -181 -63.2 (-2100,-) Gross 174 (85.25,-50,-0.5) 50.3 -177 -63.5 (-2100,-) Gross 175 (85.25,-50,-0.5) 50.3 -177 -63.5 (-2100,-) Gross 176 (85.4,-81.27,-0.5) -207 -85.8 -146 (-2100,-) Gross 177 (85.4,-81.27,-0.5) -207 -85.8 -146 (-2100,-) Gross 178 (85.4,-78.8,-0.5) -211 -85.6 -148 (-2100,-) Gross 179 (85.4,-78.8,-0.5) -211 -85.6 -148 (-2100,-) Gross 180 (85.4,-65.04,-0.5) -77.3 -246 -162 (-2100,-) Gross 181 (85.4,-65.04,-0.5) -77.3 -246 -162 (-2100,-) - Gross 182 (85.4,-51.17,-0.5) -180 -136 -158 (-2100,-) Gross 183 (85.4,-51.17,-0.5) -180 -136 -158 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;'-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 24 Engineers Northwest - lst.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (4) Fr 7( # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot. Reber Limits Cale. (fit) (PO (psi) (Psi) (psi) (ksi) (kW) (ksi) 184 (85.4,-48.64,-0.5) -166 -147 -156 (-2100,-) Gross 185 (85.4,-48.64,-0.5) -166 -147 -156 (-2100,-) Gross 186 (88.39,-133.5,-0.5) -66.1 -103 -84.5 (-2100,-) Gross 187 (88.39,-133.5,-0.5) -66.1 -103 -84.5 (-2100,-) Gross 188 (88.37,-22.62,-0.5878) -47.2 -220 -119 (-2100,-) Gross 189 (88.55,-108.8,-0,5) -192 -16.1 -104 (-2100,-) Gross 190 (88.55,108.8,-0.5) -192 -16.1 -104 (-2100,-) Gross 191 (88.46,-5.281,-0.9167) -296 36.9 -129 (-2100,-) Gross 192 (89.67,-141.1,-0.5) -180 -147 -164 (-2100,-) Gross 193 (89.67;141.1,-0.5) -180 -147 -164 (-2100,-) Gross 194 (89.87,-34.99,-0.5) -97.1 -220 -158 (-2100,-) Gross 195 (89.87,-34.99,-0.5) -97.1 -220 -158 (-2100,-) Gross 196 (89.86,-21 .16,-0.5) -365 42.8 -161 (-2100,-) Gross 197 (89.86,-21.16,-0.5) -365 42.8 -161 (-2100,-) Gross 198 (89.86,-18.75,-0.5) -333 1.76 -166 (-2100,-) Gross 199 (89.86,-18.75,-0.5) -333 1.76 -166 (-2100,-) Gross 200 (89.86,-10.85,-0.9167) 3.39 -331 -164 (-2100,-) Gross 201 (89.86,-1.368,-0.9167) -212 -102 -157 (-2100,-) Gross 202 (90.64,-138.8,-0.5) -155 -173 -164 (-2100,-) Gross 203 (90.64,-138.8,-0.5) -155 -173 -164 (-2100,-) Gross 204 (90.64,-111.2,-0.5) -241 -53.8 -147 (-2100,-) Gross 205 (90.64,-111.2,-0.5) -241 -53.8 -147 (-2100,-) Gross 206 (90.64,-108.7,-0.5) -237 -51.1 -144 (-2100,-) Gross 207 (90.64,-108.7,-0.5) -237 -51.1 -144 (-2100,) Gross 208 (90.68,-125,-0.5) -32.2 -257 -144 (-2100,-) Gross 209 (90.68,-125,-0.5) -32.2 -257 -144 (-2100,-) Gross 210 (90.68,-95.04,-0.5) -42.9 -246 -144 (-2100,-) Gross 211 (90.68,-95.04,-0.5) -42.9 -246 -144 (-2100,-) Gross 212 (91.37,-108.8,-0.5) -174 -27.2 -101 (-2100,-) - Gross 213 (91.37,-108.8,-0.5) -174 -27.2 -101 (-2100,-) - Gross 214 (91.46,-133.5,-0.5) -69.3 -93.9 -81.6 (-2100,-) Gross 215 (91.46,-133.5,-0.5) -69.3 -93.9 -81.6 (-2100,-) Gross 216 (91.67,-22.62,-0.5878) -35.1 -229 -116 (-2100,-) Gross 217 (91.67,-5.373,-0.9167) -275 25.1 -125 (-2100,-) Gross 218 (100.6,-50,-0.5) -107 -42.6 -74.8 (-2100,-) Gross 219 (100.6,50,-0.5) -107 -42.6 -74.8 (-2100,-) Gross 220 (100.6,-80,-0.5) -110 -25.1 -67.3 (-2100,-) Gross 221 (100.6,-80,-0.5) -110 -25.1 -67.3 (-2100,-) Gross 222 (105.3,-22.62,-0.5878) -134 -66.4 -106 (-2100,-) Gross 223 (105.3,-5.51,-0.9167) -11.5 -244 -128 (-2100,-) - Gross 224 (105.8,-133.5,-0.5) -64.6 -113 -88.9 (-2100,-) Gross 225 (105.8,-133.5,-0.5) -64.6 -113 -88.9 (-2100,-) Gross 226 (105.8,-108.8,-0.5) -1.71 -174 -88 (-2100,-) Gross 227 (105.8,-108.8,-0.5) -1.71 -174 -88 (-2100,-) Gross 228 (109,-78.8,-0.5) -218 -50.2 -134 (-2100,-) Gross 229 (109,-78.8,-0.5) -218 -50.2 -134 (-2100,-) Gross 230 (109.1,-65.04,-0.5) -60.1 -201 -130 (-2100,-) Gross 231 (109.1,-65.04,-0.5) -60.1 -201 -130 (-2100,) Gross 232 (117,-81.19,-0.5) -224 -101 -162 (-2100,-) Gross 233 (117,-81.19,-0.5) -224 -101 -162 (-2100,-) Gross 234 (117.2,-51.25,-0.5) -228 -111 -169 (-2100,-) Gross 235 (117.2,-51.25,-0.5) -228 -111 -169 (-2100,-) Gross 236 (117.2,-48.64,-0.5) -175 -178 -176 (-2100,-) Gross 237 (117.2,-48.64,-0.5) -175 -178 -176 (-2100,-) Gross 238 (118.6,-133.5,-0.5) -91.9 -89.2 -90.6 (-2100,-) Gross 239 (118.6,-133.5,-0.5) -91.9 -89.2 -90.6 (-2100,-) Gross 240 (118.5,-22.62,-0.5878) -18.5 -203 -95.2 (-2100,-) Gross 241 (118.5,5.203,-0.9167) -330 72.9 -128 (-2100,) Gross 242 (118.6,-108.8,-0.5) -127 -33 -79.9 (-2100,-) Gross 243 (118.6,-108.8,-0.5) -127 -33 -79.9 (-2100,-) Gross 244 (120.2,-141.1,-0.5) -181 -175 -178 (-2100,-) Gross "Centroid" indicates the Section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Omits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar 'Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 25 Engineers Northwest - lst.tloor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (5) Fa- 7z- # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (PO (Psi) (Psi) (ksi) (ksi) (ksi) 245 (120.2,-141.1,-0.5) -181 -175 -178 (-2100,-) - - - Gross 246 (120.1,-34.99,-0.5) -113 -228 -171 (-2100,-) Gross 247 (120.1,-34.99,-0.5) -113 -228 -171 (-2100,-) Gross 248 (120.2,-125,-0.5) -125 -234 -180 (-2100,-) Gross 249 (120.2,-125,-0.5) -125 -234 -180 (-2100,-) Gross 250 (120.1,-18.73,-0.6892) -403 66.6 -175 (-2100,-) Gross 251 (120.1,-10.83,-0.9167) -16.1 337 -176 (-2100,-) Gross 252 (120.1,-1.353,-0.9187) -234 -113 -174 (-2100,-) Gross 253 (120.2,-21.22,-0.5) -290 -48.7 -170 (-2100,-) - Gross 254 (120.2,-21.22,-0.5) -290 -48.7 -170 (-2100,-) Gross 255 (120.3,-138.8,-0.5) -258 -111 -185 (-2100,-) Gross 256 (120.3,-138.8,-0.5) -258 -111 -185 (-2100,-) Gross 257 (120.3,-111.2,-0.5) -216 -129 -172 (-2100,-) - - Gross 258 (120.3,-111.2,-0.5) -216 -129 -172 (-2100,-) - Gross 259 (120.3,-108.7,-0.5) -225 -110 -168 (-2100,-) Gross 260 (120.3,-108.7,-0.5) -225 -110 -168 (-2100,-) Grow 261 (120.3,-9496,-0.5) -84.8 -253 -169 (-2100,-) Gross 262 (120.3,-94.98,-0.5) -84.8 -253 -169 (-2100,-) Gross 263 (121.4,-108.8,-0.5) -122 36.8 -79.6 (-2100,-) Gross 264 (121.4,-108.8,-0.5) -122 36.8 -79.6 (-2100,-) Gross 265 (121.5,-132.1,-0.5) -151 -51 -101 (-2100,-) - Gross 266 (121.5,-132.1,-0.5) -151 -51 -101 (-2100,-) Gross 267 (121.5,-22.62,-0.5973) -20.8 -194 -94 (-2100,-) Gross 268 (121.5,-5.235,-0.9167) -267 16.6 -125 (-2100,-) Gross 269 (124.4,-57.81,-0.5) -198 -183 -190 (-2100,-) Gross 270 (124.4,-57.81,-0.5) -198 -183 -190 (-2100,-) Gross 271 (130,-50,-0.5) -70 -69.2 -69.6 (-2100,-) Gross 272 (130,-50,-0.5) -70 -69.2 -69.6 (-2100,-) Gross 273 (130.1,-80,-0.5) -41.9 -55.2 -48.6 (-2100,-) Gross 274 (130.1,-80,-0.5) -41.9 -55,2 -48,6 (-2100,-) Gross 275 (134.7,-108.8,-0.5) 3.33 -172 -84.5 (-2100,-) Gross 276 (134.7,-108.8,-0.5) 3.33 -172 -84.5 (-2100,-) Gross 277 (134.8,-132.1,-0.5) -28 -162 -94.8 (-2100,-) Gross 278 (134.8,-132.1,-0.5) -28 -162 -94.8 (-2100,-) Gross 279 (134.8,-80,-0.5) -62.8 -34.6 -48.7 (-2100,-) Gross 280 (134.8,-80,-0.5) -62.8 -34.6 -48.7 (-2100,-) Gross 281 (135,-78.86,-0.5) -55.6 -169 -112 (-2100,-) Gross 282 (135,-78.88,-0.5) -55.6 -169 -112 (-2100,-) Gross 283 (135,-65.04,-0.5) -139 -87.8 -113 (-2100,-) Gross 284 (135,-65.04,-0.5) -139 -87.8 -113 (-2100,-) Gross 285 (135,-50,-0.5) -98.4 -42.8 -70.6 (-2100,-) Gross 286 (135,-50,-0.5) -98.4 -42.8 -70.6 (-2100,-) Gross 287 (135,-5.249,-0.9167) 34.1 -249 -107 (-2100,-) Gross 288 (135.1,-22.62,-0.6639) -96.2 -94.4 -95.4 (-2100,-) Gross 289 (139.9,-80,-0.5) -33 -68.5 -50.8 (-2100,-) Gross 290 (139.9,-80,-0.5) -33 -68.5 -50.8 (-2100,-) Gross 291 (139.9,-50,-0.5) -56.6 -84.5 -70.5 (-2100,-) Gross 292 (139.9,-50,-0.5) -56.6 -84.5 -70.5 (-2100,-) Gross 293 (148.4,-81.19,-0.5) -104 -220 -162 (-2100,-) Gross 294 (148.4,-81.19,-0.5) -104 -220 -162 (-2100,-) Gross 295 (148.5,-125,-0.5) -148 -114 -131 (-2100,-) Gross 296 (148.5,-125,-0.5) -148 -114 -131 (-2100,-) Gross 297 (148.4,-5.157,-0.9167) -232 37 -97.5 (-2100,-) Gross 298 (148.6,-138.8,-0.5) -123 -119 -121 (-2100,-) Gross 299 (148.6,-138.8,-0.5) -123 -119 -121 (-2100,-) Gross 300 (148.6,-94.96,-0.5) -164 -172 -168 (-2100,-) Gross 301 (148.6,-94.96,-0.5) -164 -172 -168 (-2100,-) Gross 302 (148.6,-132.1,-0.5) -124 -65.4 -94.9 (-2100,-) Gross 303 (148.6,-132.1,-0.5) -124 -65.4 -94.9 (-2100,-) Gross 304 (148.5,-22.62,-0.6639) 9.25 -229 -102 (-2100,-) Gross 305 (148.6,-111.3,-0.5) -74.5 -191 -133 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 26 fook Engineers Northwest - 9st.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (6) # Centroid (feet) 306 (148.6,-111.3,-0.5) 307 (148.6,-108.7,-0.5) 308 (148.6,-108.7,-0.5) 309 (148.6;108.8,-0.5) 310 (148.6,-108.8,-0.5) 311 (148.7,-141.2,-0.5) 312 (148.7,-141.2,-0.5) 313 (148.7,-51.32,-0.5) 314 (148.7,-51.32,-0.5) 315 (148.7,-48.71,-0.5) 316 (148.7,-48.71,-0.5) 317 (148.7,-35.04,-0.5) 318 (148.7,55.04,-0.5) 319 (148.9,-18.64,-0.7032) 320 (148.9,-10.74,-0.9167) 321 (148.9,-1.261,-0.9167) 322 (149,-21.15,-0.5) 323 (149,-21.15,-0.5) 324 (151.3,-56.42,-0.5) 325 (151.3,-56.42,-0.5) 326 (151.4,-108.8,-0.5) 327 (151.4,-108.8,-0.5) 328 (151.4,-133.5,-0.5) 329 (151.4,-133.5,-0.5) 330 (151.5,-80,-0.5) 331 (151.5,-80,-0.5) 332 (151.5,-22.62,-0.5878) 333 (151.5,-50,-0.5) 334 (151.5,-50,-0.5) 335 (151.5,-5.249,-0.9167) 336 (156.6,-65.19,-0.5) 337 (156.6,-65.19,-0.5) 338 (157.2,-80,-0.5) 339 (157.2,-80,-0.5) 340 (157.2,-103.9,-0.5) 341 (157.2,-103.9,-0.5) 342 (157.2,-50,-0.5) 343 (157.2,-50,-0.5) 344 (157.3,-134.2,-0.5) 345 (157.3,-134.2,-0.5) 346 (157.4,-5.167,-0.9167) 347 (157.4,-22.62,-0.5878) 348 (172.7,-133.5,-0.5) 349 (172.7,-133.5,-0.5) 350 (172.7,-108.8,-0.5) 351 (172.7,-108.8,-0.5) 352 (172.9,-80,-0.5) 353 (172.9,-80,-0.5) 354 (173.1,-50,-0.5) 355 (173.1,-50,-0.5) 356 (173.3,-5.19,-0.9167) 357 (173.4,-22.62,-0.5878) 358 (178.6,-108.8,-0.5) 359 (178.6,-108.8,-0.5) 360 (178.7,-133.5,-0.5) 361 (178.7,-133.5,-0.5) 362 (178.7,-80,-0.5) 363 (178.7,-80,-0.5) 364 (178.6,-5.144,-0.9167) 365 (178.6,-22.62,-0.6878) 366 (178.7,-50,-0.5) X73 Conc. Top Conc. Bot. Conc. Cent. Cone Limits Rebar Top Rebar Bot. Rebar Limits Calc. (ps (Pal) (Psi) (Psi) (ksi) (ksi) (ksi) -74.5 -191 -133 (-2100,-) -122 -174 -148 (-2100,-) -122 -174 -148 (-2100,-) -90 -74 -82 (-2100,) -90 -74 -82 (-2100,-) -93.4 -147 -120 (-2100,-) -93.4 -147 -120 (-2100,-) -166 -176 -171 (-2100,-) -166 -176 -171 (-2100,-) -90.6 -256 -173 (-2100,-) -90.6 -256 -173 (-2100,-) -187 -144 -166 (-2100,-) -187 -144 -166 (-2100,-) -245 -38.9 -143 (-2100,-) -43.7 -246 -145 (-2100,-) -168 -95.2 -131 (-2100,-) -128 -159 -144 (-2100,-) -128 -159 -144 (-2100,-) -173 -183 -178 (-2100,-) -173 -183 -178 (-2100,-) -38.5 -123 -80.9 (-2100,-) -38.5 -123 -80.9 (-2100,-) -22.3 -161 -91.8 (-2100,-) -22.3 -161 -91.8 (-2100,-) 2.59 -163 -80 (-2100,-) 2.59 -163 -80 (-2100,-) 111 -415 -107 (-2100,-) -1.58 -190 -96 (-2100,-) -1.68 -190 -96 (-2100,-) -104 -87.9 -95.8 (-2100,-) -24.8 -203 -114 (-2100,-) -24.8 -203 -114 (-2100,-) -39.8 -114 -76.7 (-2100,-) -39.8 -114 -76.7 (-2100,-) -81.9 -167 -125 (-2100,-) -81.9 -167 -125 (-2100,-) -60.7 -123 -91.8 (-2100,-) -60.7 -123 -91.8 (-2100,-) -127 -78.4 -103 (-2100,-) -127 -78.4 -103 (-2100,-) -103 -98 -100 (-2100,-) -219 41.6 -111 (-2100,-) -81.2 -82.2 -81.7 (-2100,-) -81.2 -82.2 -81.7 (-2100,-) -110 -94.3 -102 (-2100,-) -110 -94.3 -102 (-2100,-) -67.4 -75 -71.2 (-2100,-) -67.4 -75 -71.2 (-2100,-) -59.9 -90.5 -75.2 (-2100,-) -59.9 -90.5 -75.2 (-2100,-) -78.3 -174 -126 (-2100,-) -198 1.15 -115 (-2100,-) -56.6 -155 -106 (-2100,-) -56.6 -155 -106 (-2100,-) 47.9 -208 -80.1 (-2100,-) 47.9 -208 -80.1 (-2100,-) -51 -88.9 -70 (-2100,-) -51 -88.9 -70 (-2100,-) -165 -97.9 -131 (-2100,-) 122 -454 -117 (-2100,-) -25.5 -118 -71.8 (-2100,-) • • • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Linin" indicates the maximum allowable reinforcement tensile stresses; " indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 27 • Engineers Northwest - lst.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (7) Fa - 'SS # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (fes) (Psi) (Psi) (Psi) (P$►) (ksi) (ksi) (ksi) 367 (178.7,-50,-0.5) -25.5 -118 -71.8 (-2100,-) Gross 368 (180.9,-65.19,-0.5) -54.2 -274 -164 (-2100,-) Gross 369 (180.9,-65.19,-0.5) -54.2 -274 -164 (-2100,-) Gross 370 (181,-138.7,-0.5) -159 -171 -165 (-2100,) Gross 371 (181,-138.7,-0.5) -159 -171 -165 (-2100,-) Gross 372 (181,-111.2,-0.5) -252 -48.2 -150 (-2100,-) Gross 373 (181,-111.2,-0.5) -252 -48.2 -150 (-2100,-) Gross 374 (181,-108.7,-0.5) -236 -55.1 -146 (-2100,-) - Gross 375 (181,-108.7,-0.5) -236 -55.1 -146 (-2100,-) Gross 376 (181.1,-125,-0.5) -15.6 -284 -150 (-2100,) Gross 377 (181.1,-125,-0.5) -15.6 -284 -150 (-2100,-) Gross 378 (181,-81.25,-0.5) -223 -71.9 -147 (-2100,) Gross 379 (181,-81.25,-0.5) -223 -71.9 -147 (-2100,-) Gross 380 (181,-78.84,-0.5) -221 -76.9 -149 (-2100,-) Gross 381 (181,-78.84,-0.5) -221 -76.9 -149 (-2100,-) Gross 382 (181.1,-94.89,-0.5) -48.9 -245 -147 (-2100,-) Gross 383 (181.1,-94.89,-0.5) -48.9 -245 -147 (-2100,-) Gross 384 (181,-51.24,-0.5) -194 -113 -154 (-2100,-) Gross 385 (181,-51.24,-0.5) -194 -113 -154 (-2100,-) Gross 386 (181,-48.75,-0.5) -160 -147 -153 (-2100,-) Gross 387 (181,-48.75,-0.5) -160 -147 -163 (-2100,-) Gross 388 (181,-21.16,-0.5) -344 36.7 -154 (-2100,-) Gross 389 (181,-21.16,-0.5) -344 36.7 -154 (-2100,-) Gross 390 (181,-18.75,-0.5) -314 -2.21 -158 (-2100,-) Gross 391 (181,-18.75,-0.5) -314 -2.21 -158 (-2100,-) Gross 392 (181,-10.84,-0.9167) 14.4 -355 -170 (-2100,-) Gross 393 (181,-1.364,-0.9167) -204 -125 -164 (-2100,) Gross 394 (181.1,35.03,-0.5) -92.3 -215 -154 (-2100,-) Gross 395 (181.1,-35.03,-0.5) -92.3 -215 -154 (-2100,-) Gross 396 (181.3,-133.5,-0.5) -3.99 -162 -82.8 (-2100,-) - Gross 397 (181.3,-133.5,-0.5) -3.99 -162 -82.8 (-2100,-) Gross 398 (181.3,-80,-0.5) -106 -35.1 -70.7 (-2100,-) Gross 399 (181.3,-80,-0.5) -106 -35.1 -70.7 (-2100,-) Gross 400 (181.3,-108.8,-0.5) -129 -88.7 -109 (-2100,) Gross 401 (181.3,-108.8,-0.5) -129 -88.7 -109 (-2100;) Gross 402 (181.4,50,-0.5) . -78.4 -63.7 -71 (-2100,-) Gross 403 (181.4,-50,-0.5) -78.4 -63.7 -71 (-2100,-) Gross 404 (181.4,-5.19,-0.9167) -223 -49.7 -136 (-2100,-) Gross 405 (181.5,-141.2,-0.5) -186 -148 -167 (-2100,-) Gross 406 (181.5,-141.2,-0.5) -186 -148 -167 (-2100,-) Gross 407 (181.5,-22.62,-0.5878) 64.5 -379 -119 (-2100,-) Gross 408 (194.8,-133.5,-0.5) -36.8 -135 -86.1 (-2100,-) Gross 409 (194.8,-133.5,-0.5) -36.8 -135 -86.1 (-2100,-) Gross 410 (194.8,-108.8,-0.5) 33.5 -259 -113 (-2100,-) Gross 411 (194.8,-108.8,-0.5) 33.5 -259 -113 (-2100,-) Gross 412 (194.7,-5.111,-0.9167) 8.38 -295 -143 (-2100,-) Gross 413 (194.7,-22.62,-0.5878) -113 -143 -125 (-2100,-) Gross 414 (194.8,-80,-0.5) 78.8 -215 -68.2 (-2100,-) Gross 415 (194.8,-80,-0.5) 78.8 -215 -68.2 (-2100,-) Gross 416 (194.8,-50,-0.5) 66.8 -187 -59.9 (-2100,-) Gross 417 (194.8,-50,-0.5) 66.8 -187 -59.9 (-2100,-) Gross 418 • (201.6,-65.04,-0.5) -78.7 -162 -121 (-2100,-) Gross 419 (201.6,-65.04,-0.5) -78.7 -162 -121 (-2100,-) Gross 420 (201.7,-78.91,-0.5) -197 -85 -141 (-2100,-) Gross 421 (201.7,-78.91,-0.5) -197 -85 -141 (-2100,-) - Gross 422 (202.3,-136.2,-0.5) -35.1 -341 -188 (-2100,-) Gross 423 (202.3,-136.2,-0.5) 35.1 -341 -188 (-2100,-) Gross 424 (208.5,-80,-0.5) -208 72.7 -67.7 (-2100,-) Gross 425 (208.5,-80,-0.5) -208 72.7 -67.7 (-2100,-) Gross 426 (208.6,-131,-0.5) -184 -34.6 -109 (-2100,-) Gross 427 (208.6,-131,-0.5) -184 -34.6 -109 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; ' -" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 28 Engineers Northwest - lst.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (8) # Centroid (feet) 428 (208.5,-50,-0.5) 429 (208.5,-50,-0.5) 430 (208.6,-22.62,-0.5878) 431 (208.7,-108.8,-0.5) 432 (208.7,-108.8,-0.5) 433 (208.6,-5.144,-0.9167) 434 (209.5,-21.17,-0.5) 435 (209.5,-21.17,-0.5) 436 (209.8,-48.65,-0.5) 437 (209.8,-48.65,-0.5) 438 (209.8,-34.99,-0.5) 439 (209.8,-34.99,-0.5) 440 (210.1,-18.73,-0.6891) 441 (210.1,-10.83,-0.9167) 442 (210.1,-1.353,-0.9167) 443 (211,-22.62,-0.5878) 444 (211.1,-5.066,-0.9167) 445 (211.2,-128.8,-0.5) 446 (211.2,-128.8,-0.5) 447 (211.3,-108.8,-0.5) 448 (211.3,-108.8,-0.5) 449 (211.9,-133.8,-0.5) 450 (211.9,-133.8,-0.5) 451 (211.9,-122.5,-0.5) 452 (211.9,-122.5,-0.5) 453 (211.9,-111.3,-0.5) 454 (211.9,-111.3,-0.5) 455 (211.9,-108.7,-0.5) 456 (211.9,-108.7,-0.5) 457 (211.9,-95.04,-0.5) 458 (211.9,-95.04,-0.5) 459 (214.3,-81.32,-0.5) 460 (214.3,-81.32,-0.5) 461 (222,-80,-0.5) 462 (222,-80,-0.5) 463 (222.1,-50,-0.5) 464 (222.1,-50,-0.5) 465 (225,-5.249,-0.9167) 466 (225.1,-22.62,-0.6639) 467 (227.6,-78.88,-0.5) 468 (227.6,-78.88,-0.5) 469 (227.6,-51.31,-0.5) 470 (227.6,51.31,-0.5) 471 (227.9,-64.58,-0.5) 472 (227.9,-64.58,-0.5) 473 (228.9,-128.8,-0.5) 474 (228.9,-128.8,-0.5) 475 (228.9,-108.8,-0.5) 476 (228.9,-108.8,-0.5) 477 (233.8,-80,-0.5) 478 (233.8,-80,-0.5) 479 (233.8,-50,-0.5) 480 (233.8,-50,-0.5) 481 (238.6,-128.8,-0.5) 482 (238.6,-128.8,-0.5) 483 (238.8,-27.47,-0.5) 484 (238.8,-5.281,-0.9167) 485 (238.8,-22.62,-0.6639) 486 (239.5,-21.23,-0.5) 487 (239.5,-21.23,-0.5) 488 (239.6,-18.73,-0.9167) Conc. Top Conc. Bot. Conc. Cent Conc Limits (Psi) (Psi) (Psi) (Psi) -164 67.4 -48.3 (-2100,-) -164 67.4 -48.3 (-2100,-) -67.2 -233 -136 (-2100,-) -167 -76.8 -122 (-2100,) -167 -76.8 -122 (-2100,-) -339 72 -133 (-2100,-) -228 -94.4 -161 (-2100,-) -228 -94.4 -161 (-2100,-) -129 -220 -174 (-2100,-) -129 -220 -174 (-2100,-) -160 -173 -166 (-2100,-) -160 -173 -166 (-2100,-) -344 27.9 -163 (-2100,-) -26.5 -291 -159 (-2100,-) -184 -103 -143 (-2100,-) -37.1 -295 -144 (-2100,-) -289 16.5 -136 (-2100,-) -285 -23.6 -154 (-2100,-) -285 -23.6 -154 (-2100,-) -89.4 -169 -129 (-2100,) -89.4 -169 -129 (-2100,-) -99.8 -188 -144 (-2100,-) -99.8 -188 -144 (-2100,-) -61.2 -289 -175 (-2100,-) -61.2 -289 -175 (-2100,-) -327 -20.2 -173 (-2100,-) -327 -20.2 -173 (-2100,-) -314 -26.3 -170 (-2100,-) -314 -26.3 -170 (-2100,-) -60.8 -284 -173 (-2100,-) -60.8 -284 -173 (-2100,-) -250 -96.7 -173 (-2100,-) -250 -96.7 -173 (-2100,-) -333 -55.1 -194 (-2100,-) -333 -55.1 -194 (-2100,-) -276 -60.3 -168 (-2100,-) -276 -60.3 -168 (-2100,-) -32.2 -258 -145 (-2100,-) -200 -97.8 -152 (-2100,-) -187 -39.4 -113 (-2100,-) -187 -39.4 -113 (-2100,-) -196 -80.1 -138 (-2100,-) -196 -80.1 -138 (-2100,-) 28.5 -268 -120 (-2100,-) 28.5 -268 -120 (-2100,-) -42.8 -256 -150 (-2100,-) -42.8 -256 -150 (-2100,-) -169 -128 -149 (-2100,-) -169 -128 -149 (-2100,-) -25.1 -333 -179 (-2100,-) -25.1 -333 -179 (-2100,-) -4.95 -326 -185 (-2100,-) -4.95 -326 -165 (-2100,-) -333 54.1 -139 (-2100,) -333 54.1 -139 (-2100,-) -90.1 -231 -160 (-2100,-) -324 25.4 -149 (-2100,-) -95.2 -250 -168 (-2100,-) -125 -201 -163 (-2100,-) -125 -201 -163 (-2100;) -439 105 -167 (-2100,-) Rebar Top Rebar Bot. Rebar Limits Calc. (ksi) (kst) (kst) Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "J' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 29 .hyo to f 4lAtt i .x Nr'Irm >4VIN'fal Engineers Northwest-1st.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (9) # Centroid (fes) 489 (239.8,-10.83,-0.9167) 490 (239.6,-1.353,-0.9167) 491 (241.2,-5.19,-0.9167) 492 (241.4,-128.8,-0.5) 493 (241.4,-128.8,-0.5) 494 (241.3,-22.62,-0.6639) 495 (241.4,-48.56,-0.5) 496 (241.4,-48.56,-0.5) 497 (241.4,-34.99,-0.5) 498 (241.4,34.99,-0.5) 499 (243.4,-122.5,-0.5) 500 (243.4,-122.5,-0.5) 501 (243.4,-133.8,-0.5) 502 (243.4,-133.8,-0.5) 503 (243.4,-111.2,-0.5) 504 (243,4,-111.2,-0.5) 505 (243.4,-108.7,-0.5) 506 (243.4,-108.7,-0.5) 507 (243.4,-95.04,-0.5) 508 (243.4,-95.04,-0.5) 509 (245.1,-80,-0.5) 510 (245.1,-80,-0.5) 511 (245.2,-108.8,-0.5) 512 (245.2,-108.8,-0.5) 513 (245.1,-50,-0.5) 514 (245.1,50,-0.5) 515 (245.6,-81.3,-0.5) 516 (245.6,-81.3,-0.5) 517 (245.6,-78.81,-0.5) 518 (245.6,-78.81,-0.5) 519 (245.6,-51.31,-0.5) 520 (245.6,-51.31,-0.5) 521 (245.9,-65.04,-0.5) 522 (245.9,-65.04,-0.5) 523 (247.8,-108.8,-0.5) 524 (247.8,-108.8,-0.5) 525 (247.8,-80,-0.5) 526 (247.8,-80,-0.5) 527 (247.9,-50,-0.5) 528 (247.9,-50,-0.5) 529 (253.9,5.327,-0.9167) 530 (253.9,-22.62,-0.6639) 531 (257.6,-128.8,-0.5) 532 (257.6,-128.8,-0.5) 533 (257.8,-108.8,-0.5) 534 (257.8,-108.8,-0.5) 535 (258,-80,-0.5) 536 (258,-80,-0.5) 537 (258,-50,-0.5) 538 (258,-50,0.5) 539 (261.7,-18.64,-0.9167) 540 (281.7,-10.74,-0.9167) 541 (261.7,-1.261,-0.9167) 542 (268.5,-5.235,-0.9167) 543 (268.5,-22.62,-0.6639) 544 (268.6,-50,-0.5) 545 (268.6,-50,-0.5) 546 (268.7,-128.8,-0.5) 547 (268.7,-128.8,-0.5) 548 (268.6,-21.3,-0.6875) 549 (268.6,-80,-0.5) Conc. Top Conc. Bot Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits (Psi) (Psi) (Psi) (Psi) (ksi) () (ksi) -40.8 -297 -169 (-2100,-) -216 -130 -173 (-2100,-) -236 -78.4 -157 (-2100,-) -308 -0.32 -154 (-2100,-) -308 -0.32 -154 (-2100,-) -86 -283 -178 (-2100,-) -123 -161 -142 (-2100,-) -123 -161 -142 (-2100,-) -171 -156 -163 (-2100,-) -171 -156 -163 (-2100,-) -68.1 -260 -164 (-2100,-) -68.1 -260 -164 (-2100,-) -162 -86 -124 (-2100,-) -162 -86 -124 (-2100,-) -296 -42.9 -169 (-2100,-) -296 -42.9 -169 (-2100,-) -286 -44.4 -165 (-2100,-) -286 -44.4 -165 (-2100,-) -82.6 -238 -160 (-2100,-) -82.6 -238 -160 (-2100,-) -396 60.9 -168 (-2100,-) -396 60.9 -168 (-2100,-) -203 -120 -161 (-2100,-) -203 -120 -161 (-2100,-) -366 44.4 -161 (-2100,-) -366 44.4 -161 (-2100,-) -177 -109 -143 (-2100,-) -177 -109 -143 (-2100,-) -191 -93.6 -142 (-2100,-) -191 -93.6 -142 (-2100,) -169 -134 -152 (-2100,-) -169 -134 -152 (-2100,-) -55.5 -270 -163 (-2100,-) -55.5 -270 -163 (-2100,-) -241 -91.4 -166 (-2100,-) -241 -91.4 -166 (-2100,-) -361 15.1 -173 (-2100,-) -361 15.1 -173 (-2100,-) -326 -6.87 -166 (-2100,-) -326 -6.87 -166 (-2100,-) -80.3 -306 -193 (-2100,-) -207 -133 -172 (-2100,) -74.1 -282 -178 (-2100,-) -74.1 -282 -178 (-2100,-) 67.9 -379 -161 (-2100,-) 57.9 -379 -161 (-2100,-) 35.5 -379 -172 (-2100,-) 35.5 -379 -172 (-2100,-) -1.64 -321 -161 (-2100,-) -1.64 -321 -161 (-2100,-) -470 158 -156 (-2100,-) 10.9 -341 -165 (-2100,-) -194 -148 -171 (-2100,-) -357 14.1 -171 (-2100,-) -148 -211 -178 (-2100,-) -121 -190 -156 (-2100,-) -121 -190 -156 (-2100,-) -179 -166 -173 (-2100,-) -179 -166 -173 (-2100,-) -183 -162 -173 (-2100,-) -271 -77.1 -174 (-2100,-) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and ma dmum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Cala." Indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Grass Gross Gross Gross Gross Grass Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 30 Engineers Northwest - l st.floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (10) # Centroid Conc. Top Conc. Bot. Conc. Cent Conc Limits Reber Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 550 (268.6,-80,-0.5) -271 -77.1 -174 (-2100,-) Gross 551 (268.7,-108.8,-0.5) -264 -49.9 -157 (-2100,-) Gross 552 (268.7,-108.8,-0.5) -264 -49.9 -157 (-2100,-) Gross 553 (270.3,-35.16,-0.7131) -146 -193 -170 (-2100,-) - Gross 554 (270.3,-78.69,-0.6239) -296 29.9 -152 (-2100,-) Gross 555 (270.5,-51.21,-0.7173) -208 -88.8 -147 (-2100,-) Gross 556 (270.6,-48.52,-0.7184) -194 -103 -148 (-2100,-) Gross 557 (270.7,-94.99,-0.6304) -16.5 -365 -172 (-2100,-) Gross 558 (270.7,-81.38,-0.6296) -288 14.2 -154 (-2100,-) Gross 559 (270.7,-65.08,-0.6288) -12.8 -372 -172 (-2100,-) Gross 560 (270.8,-108.7,-0.6324) -331 69 -152 (-2100,-) Gross 561 (270.9,-111.2,-0.6338) -325 50.7 -157 (-2100,-) Gross 562 (271,-133.9,-0.7248) -248 -103 -174 (-2100,-) Gross 563 (271,-122.5,-0.6366) -31.4 -361 -179 (-2100,-) Gross 564 (271,-80.16,-0.5) -180 -188 -184 (-2100,-) Gross 565 (271.1,-128.6,-0.7787) -179 79.2 -36.9 (-2100,-) Gross 566 (271.1,-108.8,-0.5) -163 -173 -168 (-2100,-) Gross 567 (271.1,-27.72,-0.9167) -37.9 -20.7 -29.3 (-2100,-) Gross 568 (271.4,-50.06,-0.8948) -438 -9.01 -167 (-2100,-) Gross 569 (282.8,-80.16,-0.9167) -185 -180 -183 (-2100,-) Gross 570 (282.9,-128.6,-0.9167) -57.8 7.41 -25.2 (-2100,-) Gross 571 (282.9,-108.8,-0.9167) -174 -169 -171 (-2100,-) Gross 572 (282.9,-27.72,-0.9167) -45.5 22 -11.8 (-2100,-) Gross 573 (283.2,-50.06,-0.9167) -154 -196 -175 (-2100,) Gross 574 (289.5,-78.69,-0.9167) -355 -2.77 -179 (-2100,-) Gross 575 (289.5,-21.3,-0.9167) -214 -181 -198 (-2100,-) Gross 576 (289.6,-81.64,-0.9167) -278 -74.6 -176 (-2100,-) Gross 577 (289.7,-65.08,-0.9167) -83.2 -269 -176 (-2100,-) Gross 578 (289.7,-51.21,-0.9167) -328 -59.7 -194 (-2100,-) - Gross 579 (289.7,-48.26,-0.9167) -338 -49.4 -194 (-2100,-) Gross 580 (289.8,-35.16,-0.9167) -131 -208 -169 (-2100,-) - Gross 581 (289.9,-133.8,-0.9167) -241 -168 -205 (-2100,-) Gross 582 (290.1,-108.7,-0.9167) -374 -17.8 -196 (-2100,) Gross 583 (290.1,-122.2,-0.9167) -76.5 -285 -181 (-2100,-) - Gross 584 (290.1,-111.4,-0.9167) -363 -31.1 -197 (-2100,-) Gross 585 (290.3,-94.99,-0.9167) -80.2 -253 -166 (-2100,-) Gross 586 (295,-80.16,-0.9167) -224 -136 -180 (-2100,-) Gross 587 (295.1,-128.8,-0.9167) -14.8 13.6 -0.592 (-2100,) - Gross 568 (295.1,-108.8,-0.9167) -223 -143 -183 (-2100,-) Gross 589 (295.1,-27.72,-0.9167) -6.48 6.65 0.0852 (-2100,-) Gross 590 (295.4,-50.06,-0.9167) -195 -110 -153 (-2100,-) Gross "Centroid" Indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Fa -77 Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 31 Engineers Northwest-1st.floor- Monday April 28, 2003 Service LC: Design Section Summary FUR -7s' # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (Inches) 1 3.38 ACI 18.9.3.3 0 0 int OK 2 3.38 ACI 18.9.3.3 0 0 int OK 3 3.24 ACI 18.9.3.3 0 0 inf OK 4 3.24 ACI 18.9.3.3 0 0 int OK 5 3.24 ACI 18.9.3.3 0 0 int OK 6 3.24 ACI 18.9.3.3 0 0 int OK 7 3.77 ACI 18.9.3.3 0 0 int OK 8 2.59 ACI 18.9.3.3 0 0 Inf OK 9 0 0 0 int OK 10 2.59 ACI 18.9.3.3 0 0 inf OK 11 2.59 ACI 18.9.3.3 0 0 int OK 12 0 0 0 inf OK 13 2.59 ACI 18.9.3.3 0 0 Inf OK 14 2.59 ACI 18.9.3.3 0 0 Inf OK 15 0 0 0 Inf OK 16 3.24 ACI 18.9.3.3 0 0 inf OK 17 3.24 ACI 18.9.3.3 0 0 int OK 18 0 0 0 inf OK 19 2.59 ACI 18.9.3.3 0 0 inf OK 20 0 0 0 int OK 21 2.59 ACI 18.9.3.3 0 0 Int OK 22 3.24 ACI 18.9.3.3 0 0 int OK 23 3.24 ACI 18.9.3.3 0 0 int OK 24 0 0 0 int OK 25 0 0 0 inf OK 26 0 0 0 inf OK 27 0 1.18 ACI 18.9.3.2 0 inf OK 28 0 0 0 inf OK 29 0 0 0 int OK 30 3.24 ACI 18.9.3.3 0 0 int OK 31 3.24 ACI 18.9.3.3 0 0 inf OK 32 3.24 ACI 18.9.3.3 0 0 inf OK 33 3.24 ACI 18.9.3.3 0 0 inf OK 34 3.24 ACI 18.9.3.3 0 0 inf OK 35 3.24 ACI 18.9.3.3 0 0 inf OK 36 3.24 ACI 18.9.3.3 0 0 int OK 37 3.28 ACI 18.9.3.3 0 0 inf OK 38 3.28 ACI 18.9.3.3 0 0 Int OK 39 0 0 0 inf OK 40 0 0 0 Int OK 41 0 0 0 Inf OK 42 3.77 ACI 18.9.3.3 0 0 int OK 43 2.59 ACI 18.9.3.3 0 0 inf OK 44 3.24 ACI 18.9.3.3 0 0 int OK 45 3.95 ACI 18.9.3.3 0 0 inf OK 46 3.95 ACI 18.9.3.3 0 0 Inf OK 47 0 0 0 inf OK 48 3.95 ACI 18.9.3.3 0 0 inf OK 49 3.95 ACI 18.9.3.3 0 0 inf OK 50 3.24 ACI 18.9.3.3 0 0 inf OK 51 3.32 ACI 18.9.3.3 0 0 inf OK 52 0 0 0 int OK 53 3.32 ACI 18.9.3.3 0 0 int OK 54 3.27 ACI 18.9.3.3 0 0 int OK 55 3.24 ACI 18.9.3.3 0 0 inf OK 56 3.77 ACI 18.9.3.3 0 0 int OK 57 2.59 ACI 18.9.3.3 0 0 inf OK 58 0 0 0 int OK 59 0 0 0 inf OK 60 0 0 0 Int OK 61 0 0 0 Inf OK 62 0 0 0 int OK 63 0 0 0 inf OK 64 3.24 ACI 18.9.3.3 0 0 Inf OK 65 3.24 ACI 18.9.3.3 0 0 int OK 66 3.24 ACI 18.9.3.3 0 0 int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 32 anal -11.:145,' Engineers Northwest -1 st.floor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (2) F?-e7t # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (Inches) 67 3.24 ACI 18.9.3.3 0 0 int OK 68 3.24 ACI 18.9.3.3 0 0 inf OK 69 3.65 ACI 18.9.3.3 0 0 inf OK 70 3.77 ACI 18.9.3.3 0 0 Int OK 71 2.59 ACI 18.9.3.3 0 0 int OK 72 0 0 0 inf OK 73 3.68 ACI 18.9.3.3 0 0 Int OK 74 3.24 ACI 18.9.3.3 0 0 inf OK 75 3.24 ACI 18.9.3.3 0 0 inf OK 76 3.24 ACI 18.9.3.3 0 0 inf OK 77 3.24 ACI 18.9.3.3 0 0 inf OK 78 0 0 0 Int OK 79 4.52 ACI 18.9.3.3 0 0 inf OK 80 0 0 0 inf OK 81 3.19 ACI 18.9.3.3 0 0 Int OK 82 3.24 ACI 18.9.3.3 0 0 inf OK 83 0 0 0 inf OK 84 3.24 ACI 18.9.3.3 0 0 Int OK 85 3.24 ACI 18.9.3.3 0 0 inf OK 86 3.77 ACI 18.9.3.3 0 0 inf OK 87 2.59 ACI 18.9.3.3 0 0 inf OK 88 3.24 ACI 18.9.3.3 0 0 inf OK 89 3.24 ACI 18.9.3.3 0 0 inf OK 90 0 0 0 int OK 91 3.24 ACI 18.9.3.3 0 0 inf OK 92 3.24 ACI 18.9.3.3 0 0 inf OK 93 3.24 ACI 18.9.3.3 0 0 int OK 94 3.24 ACI 18.9.3.3 0 0 inf OK 95 0 0 0 inf OK 96 0 0 0 Int OK 97 0 0 0 inf OK 98 0 0 0 int OK 99 0 0 0 Int OK 100 0 0 0 inf OK 101 3.24 ACI 18.9.3.3 0 0 inf OK 102 3.24 ACI 18.9.3.3 0 0 inf OK 103 0 0 0 inf OK 104 3.24 ACI 18.9.3.3 0 0 inf OK 105 3.24 ACI 18.9.3.3 0 0 int OK 106 2.59 ACI 18.9.3.3 0 0 inf OK 107 3.77 ACI 18.9.3.3 0 0 inf OK 108 3.24 ACI 18.9.3.3 0 0 inf OK 109 2.59 ACI 18.9.3.3 0 0 inf OK 110 3.43 ACI 18.9.3.3 0 0 inf OK 111 0 0 0 inf OK 112 3.29 ACI 18.9.3.3 0 0 int OK 113 3.29 ACI 18.9.3.3 0 0 inf OK 114 0 0 0 inf OK 115 3.29 ACI 18.9.3.3 0 0 int OK 116 3.24 ACI 18.9.3.3 0 0 Int OK 117 3.24 ACI 18.9.3.3 0 0 inf OK 118 3.24 ACI 18.9.3.3 0 0 int OK 119 0 0 0 Int OK 120 0 0 0 inf OK 121 3.24 ACI 18.9.3.3 0 0 inf OK 122 2.59 ACI 18.9.3.3 0 0 int OK 123 3.77 ACI 18.9.3.3 0 0 inf OK 124 2.59 ACI 18.9.3.3 0 0 inf OK 125 3.24 ACI 18.9.3.3 0 0 inf OK 126 3.24 ACI 18.9.3.3 0 0 int OK 127 0 0.987 ACI 18.9.3.2 0 Int OK 128 0 0 0 int OK 129 0 0 0 inf OK 130 0 0 0 Int OK 131 3.24 ACI 18.9.3.3 0 0 inf OK 132 0 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 33 Engineers Northwest - l st floor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (3) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (Inches) 133 3.83 ACI 18.9.3.3 0 0 inf OK 134 3.87 ACI 18.9.3.3 0 0 Inf OK 135 3.87 ACI 18.9.3.3 0 0 Inf OK 136 2.59 ACI 18.9.3.3 0 0 Inf OK 137 3.77 ACI 18.9.3.3 0 0 inf OK 138 2.59 ACI 18.9.3.3 0 0 Inf OK 139 3.24 ACI 18.9.3.3 0 0 Inf OK 140 3.16 ACI 18.9.3.3 0 0 Inf OK 141 0 0 0 int OK 142 0 0 0 Inf OK 143 4.56 ACI 18.9.3.3 0 0 int OK 144 0 0 0 int OK 145 3.22 ACI 18.9.3.3 0 0 inf OK 148 3.26 ACI 18.9.3.3 0 0 Inf OK 147 3.24 ACI 18.9.3.3 0 0 inf OK 148 3.24 ACI 18.9.3.3 0 0 Inf OK 149 3.24 ACI 18.9.3.3 0 0 Inf OK 150 0 0 0 inf OK 151 3.24 ACI 18.9.3.3 0 0 inf OK 152 2.59 ACI 18.9.3.3 0 0 Inf OK 153 3.77 ACI 18.9.3.3 0 0 inf OK 154 2.59 ACI 18.9.3.3 0 0 inf OK 155 3.24 ACI 18.9.3.3 0 0 inf OK 156 3.24 ACI 18.9.3.3 0 0 Int OK 157 3.24 ACI 18.9.3.3 0 0 inf OK 158 0 0 0 inf OK 159 0 0 0 inf OK 160 0 0 0 Inf OK 161 3.24 ACI 18.9.3.3 0 0 inf OK 162 0 0 0 Inf OK 163 0 0 0 Inf OK 164 0 0 0 inf OK 165 0 0 0 inf OK 166 3.24 ACI 18.9.3.3 0 0 inf OK 167 3.24 ACI 18.9.3.3 0 0 inf OK 168 3.24 ACI 18.9.3.3 0 0 inf OK 169 0 0 0 inf OK 170 2.59 ACI 18.9.3.3 0 0 Inf OK 171 3.24 ACI 18.9.3.3 0 0 int OK 172 0 0 0 inf OK 173 2.59 ACI 18.9.3.3 0 0 inf OK 174 3.77 ACI 18.9.3.3 0 0 inf OK 175 3.24 ACI 18.9.3.3 0 0 inf OK 178 3.24 ACI 18.9.3.3 0 0 inf OK 177 3.24 ACI 18.9.3.3 0 0 Inf OK 178 2.99 ACI 18.9.3.3 0 0 inf OK 179 3.24 ACI 18.9.3.3 0 0 inf OK 180 3.24 ACI 18.9.3.3 0 0 int OK 181 0 0 0 inf OK 182 4.2 ACI 18.9.3.3 0 0 Inf OK 183 0 0 0 inf OK 184 2.97 ACI 18.9.3.3 0 0 inf OK 185 3.24 ACI 18.9.3.3 0 0 Int OK 186 3.24 ACI 18.9.3.3 0 0 Inf OK 187 3.24 ACI 18.9.3.3 0 0 inf OK 188 2.59 ACI 18.9.3.3 0 0 Int OK 189 3.24 ACI 18.9.3.3 0 0 int OK 190 3.77 ACI 18.9.3.3 0 0 Inf OK 191 3.24 ACI 18.9.3.3 0 0 Inf OK 192 2.59 ACI 18.9.3.3 0 0 Inf OK 193 0 0 0 int OK 194 0 0 0 inf OK 195 0 0 0 Int OK 196 0 0 0 Int OK 197 0 0 0 inf OK 198 0 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. FL -g-0=0 Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 34 Engineers Northwest - lstfloor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (4) F1-12-1 ON # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. in.) (Inches) 199 0 0 0 int OK 200 0 0 0 int OK 201 0 0 0 inf OK 202 0 0 0 Int OK 203 0 0 0 inf OK 204 0 0 0 int OK 205 0 0 0 inf OK 206 3.24 ACI 18.9.3.3 0 0 inf OK 207 2.59 ACI 18.9.3.3 0 0 inf OK 208 3.24 ACI 18.9.3.3 0 0 Inf OK 209 2.59 ACI 18.9.3.3 0 0 inf OK 210 3.77 ACI 18.9.3.3 0 0 Inf OK 211 3.24 ACI 18.9.3.3 0 0 inf OK 212 0 0 0 inf OK 213 3.24 ACI 18.9.3.3 0 0 int OK 214 3.24 ACI 18.9.3.3 0 0 int OK 215 3.24 ACI 18.9.3.3 0 0 inf OK 216 0 0 0 inf OK 217 3.24 ACI 18.9.3.3 0 0 int OK 218 3.24 ACI 18.9.3.3 0 0 inf OK 219 0 0 0 Inf OK 220 3.24 ACI 18.9.3.3 0 0 inf OK 221 3.24 ACI 18.9.3.3 0 0 inf OK 222 3.24 ACI 18.9.3.3 0 0 inf OK 223 3.24 ACI 18.9.3.3 0 0 inf OK 224 0 0 0 inf OK 225 3.24 ACI 18.9.3.3 0 0 Int OK 226 0 0 0 Inf OK 227 2.59 ACI 18.9.3.3 0 0 inf OK 228 3.24 ACI 18.9.3.3 0 0 inf OK --'" . 229 3.24 ACI 18.9.3.3 0 0 inf OK 230 3.24 ACI 18.9.3.3 0 0 Int OK 231 2.59 ACI 18.9.3.3 0 0 Inf OK 232 3.08 ACI 18.9.3.3 0 0 inf OK 233 3.77 ACI 18.9.3.3 0 0 Inf OK 234 0 0 0 inf OK 235 0 0 0 inf OK. 236 0 0 0 Inf OK 237 0 0 0 inf OK 238 0 0 0 inf OK 239 0 0 0 Inf OK 240 0 0 0 Int OK 241 3.24 ACI 18.9.3.3 0 0 inf OK 242 3.24 ACI 18.9.3.3 0 0 inf OK 243 3.24 ACI 18.9.3.3 0 0 inf OK 244 3.24 ACI 18.9.3.3 0 0 inf OK 245 3.24 ACI 18.9.3.3 0 0 inf OK 248 3.77 ACI 18.9.3.3 0 0 inf OK 247 3.24 ACI 18.9.3.3 0 0 inf OK 248 2.59 ACI 18.9.3.3 0 0 inf OK 249 3.32 ACI 18.9.3.3 0 0 Inf OK 250 3.24 ACI 18.9.3.3 0 0 Inf OK 251 0 0 0 inf OK 252 4.68 ACI 18.9.3.3 0 0 inf OK 253 0 0 0 inf OK 254 3.3 ACI 18.9.3.3 0 0 inf OK 255 3.77 ACI 18.9.3.3 0 0 int OK 256 2.59 ACI 18.9.3.3 0 0 Inf OK 257 3.24 ACI 18.9.3.3 0 0 inf OK 258 3.24 ACI 18.9.3.3 0 0 inf OK 259 3.68 ACI 18.9.3.3 0 0 inf OK 260 0 0 0 Inf OK 261 3.68 ACI 18.9.3.3 0 0 int OK 262 3.68 ACI 18.9.3.3 0 0 int OK '~^ 263 0 0 0 Inf OK 264 4.19 ACI 18.9.3.3 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, inc. P.S. Service LC: Design Section Summary 35 Engineers Northwest-1st.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (5) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (Inches) 265 3.24 ACI 18.9.3.3 0 0 inf OK 266 3.24 ACI 18.9.3.3 0 0 inf OK 267 0 0 0 int OK 268 0 0 0 Inf OK 269 3.24 ACI 18.9.3.3 0 0 inf OK 270 3.24 ACI 18.9.3.3 0 0 Int OK 271 0 0 0 Inf OK 272 0 0 0 Inf OK 273 0 0 0 inf OK 274 0 0 0 int OK 275 0 0 0 Inf OK 276 3.24 ACI 18.9.3.3 0 0 inf OK 277 2.59 ACI 18.9.3.3 0 0 inf OK 278 3.77 ACI 18.9.3.3 0 0 Inf OK 279 3.24 ACI 18.9.3.3 0 0 int OK 280 3.06 ACI 18.9.3.3 0 0 Inf OK 281 0 0 0 Inf OK 282 3.06 ACI 18.9.3.3 0 0 inf OK 283 2.59 ACI 18.9.3.3 0 0 Inf OK 284 3.24 ACI 18.9.3.3 0 0 inf OK 285 3.77 ACI 18.9.3.3 0 0 inf OK 286 3.58 ACI 18.9.3.3 0 0 Inf OK 287 0 0 0 Inf OK 288 0 0 0 inf OK 289 3.24 ACI 18.9.3.3 0 0 inf OK 290 3.24 ACI 18.9.3.3 0 0 inf OK 291 3.24 ACI 18.9.3.3 0 0 inf OK 292 0 0 0 Inf OK 293 3.24 ACI 18.9.3.3 0 0 inf OK 294 3.24 ACI 18.9.3.3 0 0 inf OK 295 3.24 ACI 18.9.3.3 0 0 inf OK 298 3.24 ACI 18.9.3.3 0 0 Inf OK 297 3.24 ACI 18.9.3.3 0 0 inf OK 298 3.24 ACI 18.9.3.3 0 0 inf OK 299 0 0 0 inf OK 300 3.24 ACI 18.9.3.3 0 0 Inf OK 301 3.24 ACI 18.9.3.3 0 0 inf OK 302 3.24 ACI 18.9.3.3 0 0 Inf OK 303 0 0 0 int OK 304 0 0 0 Inf OK 305 0 0 0 inf OK 306 0 0 0 lnf OK 307 0 0 0 inf OK 308 0 0 0 inf OK 309 2.59 ACI 18.9.3.3 0 0 inf OK 310 0 0 0 inf OK 311 2.59 ACI 18.9.3.3 0 0 inf OK 312 2.59 ACI 18.9.3.3 0 0 Inf OK 313 3.77 ACI 18.9.3.3 0 0 inf OK 314 3.24 ACI 18.9.3.3 0 0 Int OK 315 3.24 ACI 18.9.3.3 0 0 inf OK 316 4.44 ACI 18.9.3.3 0 0 lnf OK 317 3.24 ACI 18.9.3.3 0 0 inf OK 318 3.24 ACI 18.9.3.3 0 0 inf OK 319 0 0 0 inf OK 320 3.89 ACI 18.9.3.3 0 0 int OK 321 3.87 ACI 18.9.3.3 0 0 inf OK 322 3.85 ACI 18.9.3.3 0 0 Int OK 323 0 0 0 inf OK 324 3.91 ACI 18.9.3.3 0 0 Int OK 325 0 0 0 Inf OK 326 3.95 ACI 18.9.3.3 0 0 inf OK 327 3.97 ACI 18.9.3.3 0 0 inf OK 328 3.85 ACI 18.9.3.3 0 0 Int OK 329 0 0 0 Inf OK 330 3.26 ACI 18.9.3.3 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 36 Engineers Northwest -1st.tioor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (6) # As Top Controlling As Bot Controlling As Shr Stip Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (Inches) 331 3.67 ACI 18.9.3.3 0 0 inf OK 332 2.95 ACI 18.9.3.3 0 0 inf OK 333 2.59 ACI 18.9.3.3 0 0 inf OK 334 4.6 ACI 18.9.3.3 0 0 Int OK 335 0 0 0 int OK 336 0 0 0 inf OK 337 0 0 0 inf OK .338 0 0 0 inf OK 339 0 0 0 inf OK 340 2.59 ACI 18.9.3.3 0 0 lnt OK 341 2.59 ACI 18.9.3.3 0 0 inf OK 342 2.59 ACI 18.9.3.3 0 0 inf OK 343 0 0 0 inf OK 344 2.59 ACI 18.9.3.3 0 0 inf OK 345 2.59 ACI 18.9.3.3 0 0 inf OK 346 0 0 0 Int OK 347 2.59 ACI 18.9.3.3 0 0 inf OK 348 2.59 ACI 18.9.3.3 0 0 int OK 349 0 0 0 inf OK 350 0 0 0 Inf OK 351 3.26 ACI 18.9.3.3 0 0 inf OK 352 2.59 ACI 18.9.3.3 0 0 Int OK 353 2.95 ACI 18.9.3.3 0 0 int OK 354 2.59 ACI 18.9.3.3 0 0 inf OK 355 3.24 ACI 18.9.3.3 0 0 In! OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. FL -4 Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 37 Engineers Northwest - Ist.floor - Monday April 28, 2003 Service LC: Design Section Stresses Ft -R- EA- # Centroid Conc. Top Conc. Bot Conc. Cent Conc Umits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ks9 (ki) (ksi) 1 (-1.258,-110.6,-0.5) -41.8 -255 -148 (-2250,424) Gross 2 (-1.258,-79.31,-0.5) -51.4 -269 -160 (-2250,424) Gross 3 (1.21,-128.8,-0.5) -59.3 -234 -147 (-2250,424) Gross 4 (1.203,-80,-0.5) -90.7 -234 -162 (-2250,424) Gross 5 (1.311,-108.8,-0.5) -98.5 -224 -161 (-2250,424) Gross 6 (1.277,-50,-0.5) -132 -170 -151 (-2250,424) Gross 7 (1.523,-22.62,-0.6639) -58.9 -264 -155 (-2250,424) Gross 8 (1.523,-5.373,-0.9167) -130 -188 -159 (-2250,424) Gross 9 (2.994,-122.4,-0.5) -162 -183 -173 (-2250,424) Gross 10 (2.994,-111.2,-0.5) -117 -238 -177 (-2250,424) Gross 11 (2.994,-108.7,-0.5) -111 -228 -170 (-2250,424) Gross 12 (2.994,-94.97,-0.5) -171 -137 -154 (-2250,424) Gross 13 (2.994,-81.27,-0.5) -65.6 -265 -165 (-2250,424) Gross 14 (2.994,-78.75,-0.5) -69.1 -257 -163 (-2250,424) Gross 15 (2.994,-65.04,-0.5) -198 -97.4 -148 (-2250,424) Gross 16 (5.626,-51.26,-0.5) -23.5 -342 -183 (-2250,424) Gross 17 (5.626,-48.67,-0.5) -5.36 -363 -184 (-2250,424) Gross 18 (5.703,-35.01,-0.5) -264 8.62 -127 (-2250,424) Gross 19 (7.334,-18.83,-0.9167) -385 12.7 -186 (-2250,424) Gross 20 (7.334,-10.92,-0.9167) -26 -351 -189 (-2250,424) - - Gross 21 (7.334,-1.444,-0.9167) -234 -129 -181 (-2250,424) Gross 22 (7.47,-21.24,-0.5) -70.3 -276 -173 (-2250,424) Gross 23 (7.737,-133.8,-0.5) -167 -119 -143 (-2250,424) Gross 24 (11.21,-108.8,-0.5) -132 -177 -155 (-2250,424) - Gross 25 (11.41,-80,-0.5) -141 -172 -157 (-2250,424) Gross 26 (11.41,50,-0.5) -208 -102 -155 (-2250,424) Gross 27 (14.7,-22.62,-0.6639) -417 142 -155 (-2250,424) Gross 28 (14.7,-5.157,-0.9167) -397 32.2 -183 (-2250,424) Gross 29 (15.78,-128.8,-0.5) -179 -144 -161 (-2250,424) Gross 30 (15.78,-128.6,-0.5) -174 -146 -160 (-2250,424) Gross 31 (22.08,-108.8,-0.5) 37.8 -350 -156 (-2250,424) - Gross 32 (22.2,-80,-0.5) -123 -198 -160 (-2250,424) Gross 33 (22.2,-50,-0.5) -95 -219 -157 (-2250,424) Gross 34 (24.89,-80,-0.5) -132 -183 -157 (-2250,424) - Gross 35 (24.89,-50,-0.5) -106 -199 -152 (-2250,424) Gross 36 (25.01,-108.8,-0.5) 155 -458 -152 (-2250,424) Gross 37 (26.38,-111.3,-0.5) -46.8 -262 -154 (-2250,424) Gross 38 (26.38,-108.8,-0.5) -17.6 -283 -150 (-2250,424) Gross 39 (26.38.-95.04,-0.5) -271 -34.1 -153 (-2250,424) Gross 40 (28.18,-35.01,-0.5) -377 57.8 -160 (-2250,424) Gross 41 . (28.48,-122.5,-0.5) -253 -67.3 -160 (-2250,424) Gross 42 (28.52,-22.62,-0.6639) 212 -579 -159 (-2250,424) Gross 43 (28.52,-5.235,-0.9167) 80 -384 -152 (-2250,424) Gross 44 (28.78,-128.8,-0.5) -35.2 -266 -151 (-2250,424) Gross 45 (29.67,-81.19,-0.5) 176 -419 -122 (-2250,424) Gross 46 (29.67,-78.74,-0.5) 130 -366 -118 (-2250,424) Gross 47 (29.67,-65.04,-0.5) -234 -45.2 -140 (-2250,424) Gross 48 (29.67,-51.29,-0.5) 159 -406 -124 (-2250,424) Gross 49 (29.67,-48.7,-0.5) 214 -461 -123 (-2250,424) Gross 50 (29.66,-21.24,-0.5) 141 -445 -152 (-2250,424) Gross 51 (29.98,-18.83,-0.9167) -201 -106 -153 (-2250,424) Gross 52 (29.98,-10.92,-0.9167) -90.7 -221 -156 (-2250,424) Gross 53 (29.98,-1.444,-0.9167) -180 -107 -143 (-2250,424) Gross 54 (30.63,-133.8,-0.5) -98.9 -142 -120 (-2250,424) Gross 55 (31.32,-128.8,-0.5) -54.3 -223 -138 (-2250,424) Gross 56 (31.54,-22.62,-0.6639) 175 -516 -149 (-2250,424) Gross 57 (31.54,-5.235,-0.9167) 0.394 -288 -144 (-2250,424) Gross 58 (36.76,-80,-0.5) -201 -144 -172 (-2250,424) Gross 59 (36.76,50,-0.5) -150 -160 -155 (-2250,424) Gross 60 (41.55,-108.8,-0.5) -411 122 -145 (-2250,424) Gross 61 (45.18,-22.62,-0.6639) -326 64.5 -143 (-2250,424) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; it two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 38 Engineers Northwest - lst.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued ( FP- a5 # Centroid , Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ki) (ksi) (kW) 62 (45.18,-5.157,-0.9167) -176 -59.3 -118 (-2250,424) Gross 63 (45.76,-128.8,-0.5) -233 -13.9 -123 (-2250,424) Gross 64 (47.78,-80,-0.5) -159 -219 -189 (-2250,424) Gross 65 (47.78,-50,-0.5) -125 -190 -158 (-2250,424) Gross 66 (53.71,-78.74,-0.5) -85.9 -238 -162 (-2250,424) Gross 67 (54.02,-73.96,-0.5) -81.9 -133 -108 (-2250,424) Gross 68 (54.48,-81.27,-0.5) 200 -585 -193 (-2260,424) Gross 69 (58.44,-111.2,-0.5) 6.95 -301 -147 (-2260,424) Gross 70 (58.35,-22.62,-0.6639) 157 -460 -132 (-2250,424) Gross 71 (58.35,-5.281,-0.9167) -32.8 -202 -117 (-2250,424) Gross 72 (58.57,-95.04,-0.5) -295 5.7 -150 (-2250,424) Gross 73 (58.6,-108.8,-0.5) 23.2 -313 -145 (-2250,424) Gross 74 (58.63,-128.8,-0.5) -0.413 -269 -135 (-2250,424) Gross 75 (58.66,-108.8,-0.5) 269 -512 -122 (-2250,424) Gross 76 (59.63,-21.16,-0.5) 132 -427 -147 (-2250,424) Gross 77 (59.71,-48.78,-0.5) 295 -638 -172 (-2250,424) Gross 78 (59.82,-3499,-0.5) -386 77.8 -154 (-2250,424) Gross 79 (60.14,-18.73,-0.8967) -190 -122 -147 (-2250,424) Gross 80 (60.14,-10.83,-0.9167) -93.1 -196 -144 (-2250,424) Gross 81 (60.14,-1.353,-0.9167) -157 -99.5 -128 (-2250,424) Gross 82 (60.63,-133.7,-0.5) 18 -299 -141 (-2250,424) Gross 83 (60.67,-122.5,-0.5) -240 -50.2 -145 (-2250,424) Gross 84 (61.34,-108.8,-0.5) 199 -427 -114 (-2250,424) Gross 85 (61.37,-131,-0.5) 128 -321 -96.8 (-2250,424) Gross 86 (61.65,-22.62,-0.6639) 181 -473 -125 (-2250,424) Gross 87 (61.65,-5.281,-0.9167) -38.4 -196 -117 (-2250,424) Gross 88 (66.25,-81.31,-0.5) 159 -464 -152 (-2250,424) Gross 89 (66.25,-78.7,-0.5) 32.2 -268 -118 (-2250,424) Gross 90 (66.25,-68.88,-0.5) -124 -70.5 -97.1 (-2250,424) Gross 91 (66.25,-60.85,-0.5) -124 -77.2 -100 (-2250,424) Gross 92 (68.02,-136.2,-0.5) 55.8 -425 -185 (-2250,424) Gross 93 (70.53,-50,-0.5) 211 -301 -45.4 (-2250,424) Gross 94 (70.61,-80,-0.5) 180 -294 -56.9 (-2250,424) Gross 95 (74.92,-22.62,-0.5878) -290 110 -124 (-2250,424) Gross 96 (75.01,5.203,-0.9167) -190 -65.3 -128 (-2250,424) Gross 97 (75.61,-133.5,-0.5) -217 57.1 -79.8 (-2250,424) Gross 98 (75.59,-108.8,-0.5) -173 -33.8 -103 (-2250,424) Gross 99 (85.25,-80,-0.5) -179 60.8 -59.1 (-2250,424) Gross 100 (85.25,-50,-0.5) -185 65.2 -59.8 (-2250,424) Gross 101 (85.4,-81.27,-0.5) 24.6 -297 -136 (-2250,424) Gross 102 (85.4,-78.8,-0.5) 14.9 -291 -138 (-2250,424) Gross 103 (85.4,-65.04,-0.5) -231 -68.3 -150 (-2250,424) - Gross 104 (85.4,-51.17,-0.5) 48 -342 -147 (-2250,424) Gross 105 (85.4,-48.64,-0.5) 64.9 -356 -146 (-2250,424) Gross 106 (88.39,-133.5,-0.5) 214 -372 -79.1 (-2250,424) - Gross 107 (88.37,-22.62,-0.5878) 176 -508 -108 (-2250,424) - Gross 108 (88.55,-108.8,-0.5) 72.8 -267 -97.1 (-2250,424) Gross 109 (88.46,-5.281,-0.9167) -58.5 -192 -125 (-2250,424) - Gross 110 (89.67,-141.1,-0.5) -146 -157 -152 (-2250,424) Gross 111 (89.87,-34.99,-0.5) -296 1.16 -148 (-2250,424) Gross 112 (89.86,-21.16,-0.5) -79.2 -219 -149 (-2250,424) - Gross 113 (89.86,-18.75,-0.5) -104 -203 -153 (-2250,424) Gross 114 (89.86,-10.85,-0.9167) -68.8 -235 -152 (-2250,424) - Gross 115 (89.86,-1.368,-0.9167) -181 -113 -147 (-2250,424) Gross 116 (90.64,-138.8,-0.5) -82 -221 -152 (-2250,424) - Gross 117 (90.64,-111.2,-0.5) 23.4 -297 -137 (-2250,424) Gross 118 (90.64,-108.7,-0.5) 53.7 -322 -134 (-2250,424) Gross 119 (90.68,-125,-0.5) -168 -100 -134 (-2250,424) - Gross 120 (90.68,-95.04,-0.5) -234 35.1 -134 (-2250,424) Gross 121 (91.37,-108.8,-0.5) 102 -290 -94.1 (-2250,424) Gross 122 (91.46,-133.5,-0.5) 230 -383 -76.4 (-2250,424) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; ' -" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation 'Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; it two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. ...:.a3.4di�:.F%s`.wv*�i.'�w.rvii4ili� •:i"�•,• Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 39 =,axiakIVM t1i51"e. r%e'43�ktt?h`NC3ri1;J{7V.b Engineers Northwest -1st.ftoor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (3) 1404 # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Units Calc. (feet) (psl) (psi) (Psi) (P) (ksl) (ksi) (ks4 123 (91.67,-22.62,-0.5878) 188 -516 -104 (-2250,424) - - Gross 124 (91.67,-5.373,-0.9167) -48.6 -195 -122 (-2250,424) Gross 125 (100.6,50,-0.5) 192 -332 -70.1 (-2250,424) Gross 126 (100.6,-80,-0.5) 190 -316 -63.3 (-2250,424) Gross 127 (105.3,-22.62,-0.5878) -270 146 -97.3 (-2250,424) Gross 128 (105.3,-5.51,-0.9167) -184 -52 -118 (-2250,424) Gross 129 (105.8,-133.5,-0.5) -246 79.7 -83.1 (-2250,424) Gross 130 (105.8,-108.8,-0.5) -168 3.57 -82.2 (-2250,424) Gross 131 (109,-78.8,-0.5) 19.8 -267 -123 (-2250,424) Gross 132 (109.1,-65.04,-0.5) -163 -76.9 -120 (-2250,424) Gross 133 (117,-81.19,-0.5) 144 -447 -152 (-2250,424) Gross 134 (117.2,-51.25,-0.5) -23 -287 -155 (-2250,424) Gross 135 (117.2,-48.64,-0.5) 184 -517 -167 (-2250,424) Gross 136 (118.6,-133.5,-0.5) 129 -298 -84.9 (-2250,424) Gross 137 (118.5,-22.62,-0.5878) 208 -498 -84.9 (-2250,424) Gross 138 (118.5,-5.203,-0.9167) -89.4 -154 -122 (-2250,424) Gross 139 (118.6,-108.8,-0.5) 166 -315 -74.5 (-2250,424) Gross 140 (120.2,-141.1,-0.5) -135 -194 -165 (-2250,424) Gross 141 (120.1,-34.99,-0.5) 313 -8.95 -161 (-2250,424) - Gross 142 (120.2,-125,-0.5) -347 12.2 -168 (-2250,424) Gross 143 (120.1,-18.73,-0.6892) -202 -122 -163 (-2250,424) Gross 144 (120.1,-10.83,-0.9167) -94.7 -235 -165 (-2250,424) - Gross 145 (120.1,-1.353,-0.9167) -201 -124 -162 (-2250,424) Gross 146 (120.2,-21.22,-0.5) -57.7 -261 -159 (-2250,424) Gross 147 (120.3,-138.8,-0.5) -90.1 -255 -172 (-2250,424) Gross 148 (120.3,-111.2,-0.5) 108 -429 -161 (-2250,424) Gross 149 (120.3,-108.7,-0,5) 65.8 -378 -156 (-2250,424) Gross 150 (120.3,-94.96,-0.5) -265 -49.6 -157 (-2250,424) Gross 151 (121.4,-108.8,-0.5) 176 -324 -74.3 (-2250,424) Gross 152 (121.5,-132.1,-0.5) 76.5 -265 -94.3 (-2250,424) Gross 153 (121.5,-22.62,-0.5973) 202 -477 -84.4 (-2250,424) Gross 154 (121.5,-5.235,-0.9167) -23.6 -212 -118 (-2250,424) Gross 155 (124.4,57.81,-0.5) -167 -185 -176 (-2250,424) Gross 156 (130,-50,-0.5) -44 -83.5 -63.8 (-2250,424) Gross 157 (130.1,-80,-0.5) -13.8 -75.6 -44.7 (-2250,424) Gross 158 (134.7,-108.8,-0.5) -189 31.2 -78.8 (-2250,424) Gross 159 (134.8,-132.1,-0.5) -227 49.1 -88.7 (-2250,424) Gross 160 (134.8,-80,-0.5) -100 10.3 -44.8 (-2250,424) Gross 161 (135,-78.86,-0.5) 196 -405 -104 (-2250,424) Gross 162 (135,-65.04,-0.5) -272 63 -105 (-2250,424) Gross 163 (135,-50,-0.5) -139 10.3 -64.4 (-2250,424) Gross 164 (135,-5.249,-0.9167) -151 -50.6 -101 (-2250,424) Gross 165 (135.1,-22.62,-0.6639) -255 102 -87.7 (-2250,424) Gross 166 (139.9,-80,-0.5) 1.88 -95.3 -46.7 (-2250,424) Gross 167 (139.9,-50,-0.5) -24.8 -104 -64.6 (-2250,424) Gross 168 (148.4,-81.19,-0.5) 208 510 -151 (-2250,424) Gross 169 (148.5,-125,-0,5) -345 99.8 -122 (-2250,424) Gross 170 (148.4,-5.157,-0.9167) 2.53 -183 -90.5 (-2250,424) Gross 171 (148.6,-138.8,-0.5) 38.8 -266 -113 (-2250,424) Gross 172 (148.6,-94.96,-0.5) -358 44.2 -157 (-2250,424) Gross 173 (148.6,-132.1,-0.5) 84.9 -262 -88.6 (-2250,424) Gross 174 (148.5,-22.62,-0.6639) 253 -484 -92.7 (-2250,424) Gross 175 (148.6,-111.3,-0.5) 212 -459 -124 (-2250,424) - l Gross 178 (148.6,-108.7,-0.5) 174 -450 -138 (-2250,424) Gross 177 (148.6,-108.8,-0.5) 190 -343 -76.5 (-2250,424) Gross 178 (148.7,-141.2,-0.5) -55.7 -167 -111 (-2250,424) Gross 179 (148.7,-51.32,-0.5) -3.23 -312 -158 (-2250,424) Gross 180 (148.7,-48.71,-0.5) 207 535 -164 (-2250,424) Gross 181 (148.7,35.04,-0.5) -398 85 -156 (-2250,424) Gross 182 (148.9,-18.64,-0.7032) -26.4 -240 -132 (-2250,424) Gross 183 (148.9,-10.74,-0.9167) -118 -154 -136 (-2250,424) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; ' -" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Units" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Ftp Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 40 srW, ,581!i5 tittLNiVrt1Y1nmzp, Engineers Northwest - 1st.floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (4) # Centroid Conc. Top Conc. B. Conc. Cent Conc Limits Rebar Top Rebar Bot Rebar Limits Cats. (feet) (PO (Psi) (Psi) (Psi) (ksl) (tel) (ksl) 184 (148.9,-1.261,-0.9167) -138 -109 -123 (-2250,424) - Gross 185 (149,-21.15,-0.5) 146 -413 -133 (-2250,424) Gross 186 (151.3,-56.42,-0.5) -133 -196 -164 (-2250,424) Gross 187 (151.4,-108.8,-0.5) 216 -367 -75.4 (-2250,424) Gross 188 (151.4,-133.5,-0.5) 192 -364 -86 (-2250,424) Gross 189 (151.5,-80,-0.5) 260 -412 -76.2 (-2250,424) Gross 190 (151.5,-22.62,-0.5878) 350 -728 -97.3 (-2250,424) - Gross 191 (151.5,-50,-0.5) 247 -430 -91.6 (-2250,424) Gross 192 (151.5,-5.249,-0.9167) 120 -301 -90.5 (-2250,424) Gross 193 (156.6,-65.19,-0.5) -20 -191 -106 (-2250,424) Gross 194 (157.2,-80,-0.5) -81.7 -64.5 -73.1 (-2250,424) Gross 195 (157.2,-103.9,-0.5) -133 -99 -116 (-2250,424) Gross 196 (157.2,-50,-0.5) -106 -68.3 -87.2 (-2250,424) Gross 197 (157.3,-134.2,-0.5) -174 -18.2 -96.1 (-2250,424) Gross 198 (157.4,-5.157,-0.9167) -137 -49.9 -93.6 (-2250,424) Gross 199 (157.4,-22.62,-0.5878) -255 115 -101 (-2250,424) Gross 200 (172.7,-133.5,-0.5) -95.9 -58.9 -76.4 (-2250,424) Gross 201 (172.7,-108.8,-0.5) -136 -54.4 -95.2 (-2250,424) Gross 202 (172.9,-80,-0.5) -109 -26.1 -67.7 (-2250,424) Gross 203 (173.1,50,-0.5) -92.7 -50 -71.4 (-2250,424) - Gross 204 (173.3,-5.19,-0.9167) -90 -148 -119 (-2250,424) Gross 205 (173.4,-22.62,-0.5878) -190 13.1 -106 (-2250,424) Gross 206 (178.6,-108.8,-0.5) 244 -442 -98.6 (-2250,424) Gross 207 (178.7,-133.5,-0.5) 342 -492 -74.9 (-2250,424) Gross 208 (178.7,-80,-0.5) 220 -353 -66.5 (-2250,424) Gross 209 (178.6,5.144,-0.9167) 70.3 -323 -126 (-2250,424) Gross 210 (178.6,-22.62,-0.5878) 383 -795 -105 (-2250,424) Gross 211 (178.7,-50,-0.5) 252 -389 -68.6 (-2250,424) Gross 212 (180.9,-65.19,-0.5) -198 -105 -152 (-2250,424) Gross 213 (181,-138.7,-0.5) -78 -228 -153 (-2250,424) Gross 214 (181,-111.2,-0.5) 29.5 -309 -140 (-2250,424) Gross 215 (181,-108.7,-0.5) 64.3 -336 -136 (-2250,424) Gross 216 (181.1,-125,-0.5) -144 -134 -139 (-2250,424) Gross 217 (181,-81.25,-0.5) 89.8 -364 -137 (-2250,424) Gross 218 (181,-78.84,-0.5) 83.9 -360 -138 (-2250,424) Gross 219 (181.1,-94.89,-0.5) -265 -9.06 -137 (-2250,424) Gross 220 (181,-51.24,-0.5) 108 -393 -142 (-2250,424) Gross 221 (181,-48.75,-0.5) 155 -440 -143 (-2250,424) Gross 222 (181,-21.16,-0.5) -41.1 -244 -142 (-2250,424) Gross 223 (181,-18.75,-0.5) -66 -225 -146 (-2250,424) Gross 224 (181,-10.84,-0.9167) -57.7 -261 -159 (-2250,424) Gross 225 (181,-1.364,-0.9167) -171 -137 -154 (-2250,424) Gross 226 (181.1,-35.03,-0.5) -316 29.7 -143 (-2250,424) Gross 227 (181.3,-133.5,-0.5) 286 -441 -77.3 (-2250,424) Gross 228 (181.3,-80,-0.5) 170 -304 -67 (-2250,424) Gross 229 (181.3,-108.8,-0.5) 171 474 -101 (-2250,424) Gross 230 (181.4,-50,-0.5) 195 -331 -67.9 (-2250,424) Gross 231 (181.4,5.19,-0.9167) 20.2 -282 -131 (-2250,424) Gross 232 (181.5,-141.2,-0.5) -152 -157 -154 (-2260,424) Gross 233 (181.5,-22.62,-0.5878) 324 -717 -108 (-2250,424) Gross 234 (194.8,-133.5,-0.5) -205 43.9 -80.3 (-2250,424) Gross 235 (194.8,-108.8,-0.5) -157 -52.7 -105 (-2250,424) Gross 236 (194.7,-5.111,-0.9167) -168 -98.1 -133 (-2250,424) Gross 237 (194.7,-22.62,-0.5878) -284 119 -117 (-2250,424) Gross 238 (194.8,-80,-0.5) -124 -5.02 -64.5 (-2250,424) Gross 239 (194.8,-50,-0.5) -140 25.7 -56.9 (-2250,424) Gross 240 (201.6,-65.04,-0.5) -85.1 -139 -112 (-2250,424) Gross 241 (201.7,-78.91,-0.5) -64.2 -199 -131 (-2250,424) Gross 242 (202.3,-136.2,-0.5) 37.1 -386 -174 (-2250,424) Gross 243 (208.5,-80,-0.5) 67.9 -195 -63.7 (-2250,424) Gross 244 (208.6,-131,-0.5) 93 -298 -102 (-2250,424) Gross "Centroid" indicates the section centroid in XY,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-' Indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. F7 Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 41 Engineers Northwest - lst.tloor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (5) 0 Centroid (feet) 245 (208.5,-50,-0.5) 246 (208.6,-22.62,-0.5878) 247 (208.7,-108.8,-0.5) 248 (208.6,-5.144,-0.9167) 249 (209.5,-21.17,-0.5) 250 (209.8,-48.65,-0.5) 251 (209.8,-34.99,-0.5) 252 (210.1,-18.73,-0.6891) 253 (210.1,-10.83,-0.9167) 254 (210.1,-1.353,-0.9167) 255 (211,-22.62,-0.5878) 256 (211.1,-5.066,-0.9167) 257 (211.2,-128.8,-0.5) 258 (211.3,-108.8,-0.5) 259 (211.9,-133.8,-0.5) 260 (211.9,-122.5,-0.5) 261 (211.9,-111.3,-0.5) 262 (211.9,-108.7,-0.5) 263 (211.9,-95.04,-0.5) 264 (214.3,-81.32,-0.5) 265 (222,-80,-0.5) 266 (222.1,-50,-0.5) 267 (225,-5.249,-0.9167) 268 (225.1,-22.62,-0.6639) 269 (227.6,-78.88,-0.5) 270 (227.6,51.31,-0.5) 271 (227.9,-64.58,-0.5) 272 (228.9,-128.8,-0.5) 273 (228.9,-108.8,-0.5) 274 (233.8,-80,-0.5) 275 (233.8,50,-0.5) 276 (238.6,-128.8,-0.5) 277 (238.8,-5.281,-0.9167) 278 (238.8,-22.62,-0.6639) 279 (239.5,-21.23,-0.5) 280 (239.6,-18.73,-0.9167) 281 (239.6,-10.83,-0.9167) 282 (239.6,-1.353,-0.9167) 283 (241.2,5.19,-0.9167) 284 (241.4,-128.8,-0.5) 285 (241.3,-22.62,-0.6639) 286 (241.4,-48.56,-0.5) 287 (241.4,-34.99,-0.5) 288 (243.4,-122.5,-0.5) 289 (243.4,-133.8,-0.5) 290 (243.4,-111.2,-0.5) 291 (243.4,-108.7,-0.5) 292 (243.4,-95.04,-0.5) 293 (245.1,-80,-0.5) 294 (245.2,-108.8,-0.5) 295 (245.1,50,-0.5) 296 (245.6,-81.3,-0.5) 297 (245.6,-78.81,-0.5) 298 (245.6,-51.31,-0.5) 299 (245.9,-65.04,-0.5) 300 (247.8,-108.8,-0.5) 301 (247.8,-80,-0.5) 302 (247.9,-50,-0.5) 303 (253.9,5.327,-0.9167) 304 (253.9,-22.62,-0.6639) 305 (257.6,-128.8,-0.5) Conc. Top Conc. Bol Conc. Cent (Psi) (psi) (psi) 108 -203 -47.5 187 -563 -124 175 -401 -113 -87.8 -165 -127 27.2 -329 -151 182 -510 -164 -369 56.7 -156 -135 -170 -152 -92.9 -202 -148 -156 -112 -134 233 -646 -132 -31.3 -225 -128 29.8 -317 -144 296 -537 -120 -5.09 -263 -134 -212 -114 -163 -85.5 -238 -162 -60.5 -257 -159 -268 -53.5 -161 77.1 -400 -162 -137 -222 -179 -124 -188 -156 -206 -66.4 -136 -349 92.2 -142 102 -317 -107 54.9 -313 -129 -145 -81.3 -113 -259 -19.3 -139 -415 139 -138 -203 -127 -165 -162 -146 -154 -90.8 -171 -131 -33.8 -231 -132 180 541 -158 128 -437 -155 -209 -108 -159 -125 -197 -161 -179 -145 -162 69.1 -351 -141 -64.8 -224 -144 192 -576 -168 156 -425 -135 -362 54.5 -154 -236 -70.4 -153 -74 -158 -116 -34.9 -283 -159 -19 -291 -155 -276 -22 -149 -174 -135 -154 137 -435 -149 -155 -146 -150 136 -407 -135 120 -389 -134 131 -419 -144 -238 -65.6 -152 26.1 -331 -153 -153 -165 -159 -135 -175 -155 -289 -77.5 -183 -383 90.1 -161 -205 -132 -168 Conc Limits (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top (ksi) Rebar Bot Rebar Limits (ksi) (ksi) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Cala" indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 42 Engineers Northwest -1 st.floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (6) F� # Centroid Conc. Top Conc. Bot Conc. Cent Conc Umits Rebar Top Rebar Bot. Rebar Umits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 306 (257.8,-108.8,-0.5) -38.5 -256 -147 (-2250,424) - Gross 307 (258,-80,-0.5) -57.5 -257 -157 (-2250,424) Gross 308 (258,-50,-0.5) -114 -183 -149 (-2250,424) Gross 309 (261.7,-18.64,-0.9167) -289 4.01 -143 (-2250,424) Gross 310 (261.7,-10.74,-0.9167) -71.8 -228 -150 (-2250,424) Gross 311 (261.7,-1.261,-0.9167) -181 -138 -159 (-2250,424) Gross 312 (268.5,-5.235,-0.9167) -267 -57.1 -162 (-2250,424) Gross 313 (268.5,-22.62,-0.6639) 15.1 -370 -165 (-2250,424) Gross 314 (268.6,-50,-0.5) 77.2 -371 -147 (-2250,424) Gross 315 (268.7,-128.8,-0.5) -10.2 -323 -167 (-2250,424) Gross 316 (268.6,-21.3,-0.6875) -1.33 -330 -161 (-2100,-) - Gross 317 (268.6,-80,-0.5) -60.7 -255 -158 (-2250,424) Gross 318 (268.7,-108.8,-0.5) -52.1 -231 -142 (-2250,424) Gross 319 (270.3,-35.16,-0.7131) -346 26.1 -159 (-2100,-) Gross 320 (270.3,-78.69,-0.6239) -25.8 -280 -138 (-2100,-) - - Gross 321 (270.5,-51.21,-0.7173) 97.4 -369 -139 (-2100,-) Gross 322 (270.6,-48.52,-0.7184) 96.5 -368 -139 (-2100,-) Gross 323 (270.7,-94.99,-0.6304) -182 -129 -159 (-2100,-) Gross 324 (270.7,-81.38,-0.6296) -22.7 -285 -139 (-2100,-) Gross 325 (270.7,-65.08,-0.6288) -172 -144 -160 (-2100,-) Gross 326 (270.8,-108.7,-0.6324) -82.3 -207 -138 (-2100,-) Gross 327 (270.9,-111.2,-0.6338) -87.9 -208 -142 (-2100,-) Gross 328 (271,-133.9,-0.7248) -136 -185 -161 (-2100,-) Gross 329 (271,-122.5,-0.6366) -162 -168 -165 (-2100,-) - Gross 330 (271,-80.16,-0.5) 71.1 -407 -168 (-2100,-) - Gross 331 (271.1,-128.6,-0.7787) -58.4 -27.2 -41.2 (-2100,-) Gross 332 (271.1,-108.8,-0.5) 79.9 -385 -153 (-2100,-) Gross 333 (271.1,-27.72,-0.9167) 103 -155 -25.9 (-2100,-) Gross 334 (271.4,50.06,-0.8948) -64.2 -213 -158 (-2100,-) Gross 335 (282.8,-80.16,-0.9167) -386 50.5 -168 (-2100,-) Gross 336 (282.9,-128.6,-0.9167) -125 72.6 -26.2 (-2100,-) Gross 337 (282.9,-108.8,-0.9167) -357 43.5 -157 (-2100,-) Gross 338 (282.9,-27.72,-0.9167) -121 103 -8.88 (-2100,-) Gross 339 (283.2,-50.06,-0.9167) -348 19.3 -164 (-2100,-) Gross 340 (289.5,-78.69,-0.9167) -325 -14.3 -169 (-2100,-) Gross 341 (289.5,-21.3,-0.9167) -163 -203 -183 (-2100,-) - Gross 342 (289.6,-81.64,-0.9167) -256 -78.9 -167 (-2100,-) Gross 343 (289.7,-65.08,-0.9167) -122 -207 -164 (-2100,-) Gross 344 (289.7,-51.21,-0.9167) -294 -55.1 -175 (-2100,-) Gross 345 (289.7,-48.26,-0.9167) -306 -42.9 -175 (-2100,-) Gross 346 (289.8,-35.16,-0.9167) -190 -125 -158 (-2100,-) Gross 347 (289.9,-133.8,-0.9167) -194 -184 -189 (-2100,-) Gross 348 (290.1,-108.7,-0.9167) -358 -13.7 -186 (-2100,-) Gross 349 (290.1,-122.2,-0.9167) -128 -213 -171 (-2100,-) - Gross 350 (290.3,-94.99,-0.9167) -120 -194 -157 (-2100,-) Gross 351 (295,-80.16,-0.9167) -163 -170 -167 (-2100,-) Gross 352 (295.1,-128.6,-0.9167) 0.8 -2.08 -0.638 (-2100,-) Gross 353 (295.1,-108.8,-0.9167) -165 -174 -170 (-2100,-) Gross 354 (295.1,-27.72,-0.9167) 17.6 -17.3 0.138 (-2100,-) Gross 355 (295.4,-50.06,-0.9167) -124 -159 -141 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 43 Engineers Northwest - lstfloor- Monday April 28, 2003 Factored LC: Design Section Summary # As Top Controlling As bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (inches) 1 0 0 0 inf OK 2 0 0 0 inf OK 3 0 0 0 inf OK 4 0 0 0 inf OK 5 0 0 0 int OK 8 0 0 0 inf OK 7 0 0 0 int OK 8 0 0 0 int OK 9 0 0 0 inf OK 10 0 0 0 int OK 11 0 0 0 int OK 12 0 0 0 int OK 13 0 0 0 inf OK 14 0 0 0 ini OK 15 0 0 0 inf OK 16 0 0 0 inf OK 17 0 0 0 inf OK 18 0 0 0 inf OK 19 0 0 0 inf OK 20 0 0 0 int OK 21 0 0 0 inf OK 22 0 0 0 inf OK 23 0 0 0 inf OK 24 0 0 0 Int OK 25 0 0 0 inf OK 26 .0 0 0 int OK 27 0 0 0 Int OK 28 0 0 0 Int OK 29 0 0 0 inf OK 30 0 0 0 inf OK 31 0 0 0 inf OK 32 0 0 0 inf OK 33 0 0 0 inf OK 34 .0 0 0 inf OK 35 0 0 0 int OK 36 0 0 0 int OK 37 0 0 0 int OK 38 0 0 0 Int OK 39 0 0 0 inf OK 40 0 0 0 int OK 41 0 0 0 inf OK 42 0.252 ACI 18.7 0 0 inf OK 43 0 0 0 int OK 44 0 0 0 inf OK 45 0.483 ACI 18.7 0 0 Int OK 46. 0 0 0 inf OK 47 0 0 0 inf OK 48 0 0 0 int OK 49 0.842 ACI 18.7 0 0 inf OK 50 1.21 ACI 18.7 0 0 inf OK 51 0 0 0 inf OK 52 0 0 0 int OK 53 0 0 0 inf OK 54 0 0 0 inf OK 55 0 0 0 inf OK 56 0 0 0 inf OK 57 0 0 0 inf OK 58 0 0 0 inf OK 59 0 0 0 inf OK 60 0 0 0 inf OK 61 0 0 0 inf OK 62 0 0 0 inf OK 63 0 0 0 int OK 64 0 0 0 inf OK 65 0 0 0 inf OK 66 0 0 0 int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Face Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 44 Engineers Northwest-1st.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (2) F- 9 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (Inches) 67 0 0 0 inf OK 68 3.65 ACI 18.7 0 0 Int OK 69 0 0 0 int OK 70 0 0 0 inf OK 71 0 0 0 inf OK 72 0 0 0 inf OK 73 0 0 0 inf OK 74 0 0 0 int OK 75 2.12 ACI 18.7 0 0 inf OK 76 1.83 ACI 18.7 0 0 Int OK 77 5.28 ACI 18.7 0 0 inf OK 78 0 0 0 int OK 79 0 0 0 int OK 80 0 0 0 int OK 81 0 0 0 Int OK 82 0 0 0 Int OK 83 0 0 0 int OK 84 0.267 ACI 18.7 0 0 inf OK 85 0 0 0 inf OK 86 0 0 0 inf OK 87 0 0 0 inf OK 88 0 0 0 inf OK 89 0 0 0 inf OK 90 0 0 0 Int OK 91 0 0 0 inf OK 92 0 0 0 int OK 93 0 0 0 inf OK 94 0 0 0 inf OK 95 0 0 0 inf OK 96 0 0 0 int OK 97 0 0 0 inf OK 98 0 0 0 Inf OK 99 0 0 0 inf OK 100 0 0 0 int OK 101 0 0 0 int OK 102 0 0 0 int OK 103 0 0 0 int OK 104 0 0 0 inf OK 105 0 0 0 inf OK 106 2.04 ACI 18.7 0 0 inf OK 107 0 0 0 inf OK 108 0 0 0 inf OK 109 0 0 0 inf OK 110 0 0 0 Int OK 111 0 0 0 inf OK 112 0 0 0 Int OK 113 0 0 0 inf OK 114 0 0 0 int OK 115 0 0 0 inf OK 116 0 0 0 inf OK 117 0 0 0 int OK 118 0 0 0 inf OK 119 0 0 0 int OK 120 0 0 0 inf OK 121 0 0 0 inf OK 122 2.66 ACI 18.7 0 0 int OK 123 0 0 0 inf OK 124 0 0 0 inf OK 125 0 0 0 int OK 126 0 0 0 inf OK 127 0 0 0 inf OK 128 0 3.19 ACI 18.7 0 Inf OK 129 0 0 0 int OK 130 0 0 0 inf OK 131 0 0 0 inf OK 132 0 0 0 Inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 45 Engineers Northwest - l st.floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (3) FL2-° - tx As Top Controlling As Bot Controlling As Shr Strp Spcg ControUing Status (sq. In.) (sq. in.) (sq. in.) (inches) 133 3.52 ACI 18.7 0 0 inf OK 134 0 0 0 inf OK 135 2.34 ACI 18.7 0 0 inf OK 136 0.781 ACI 18.7 0 0 inf OK 137 0 0 0 inf OK 138 0 0 0 int OK 139 0 0 0 ird OK 140 0 0 0 inf OK 141 0 0 0 inf OK 142 0 0 0 int OK 143 0 0 0 inf OK 144 0 0 0 Int OK 145 0 0 0 inf OK 146 0 0 0 inf OK 147 0 0 0 int OK 148 0 0 0 inf OK 149 0 0 0 inf OK 150 0 0 0 Int OK 151 0 0 0 inf OK 152 0 0 0 inf OK 153 0 0 0 int OK 154 0 0 0 int OK 155 0 0 0 inf OK 156 0 0 0 inf OK 157 0 0 0 inf OK 158 0 0 0 int OK 159 0 0 0 inf OK 160 0 0 0 inf OK 161 1.44 ACI 18.7 0 0 inf OK 162 0 0.515 ACI 18.7 0 inf OK 163 0 0 0 int OK 164 0 0 0 inf OK 165 0 0 0 inf OK 166 0 0 0 inf OK 167 0 0 0 inf OK 168 0.86 ACI 18.7 0 0 Int' OK 169 0 0 0 inf OK 170 0 0 0 int OK 171 0 0 0 In? OK 172 0 0 0 inf OK 173 0 0 0 int OK 174 0 0 0 int OK 175 0 0 0 inf OK 176 0 0 0 int OK 177 0 0 0 Inf OK 178 0 0 0 inf OK 179 0 0 0 inf OK 180 0 0 0 Int OK 181 0 0 0 int OK 182 0 0 0 inf OK 183 0 0 0 inf OK 184 0 0 0 Int OK 185 0 0 0 int OK 186 0 0 0 Int OK 187 0.417 ACI 18.7 0 0 int OK 188 2 ACI 18.7 0 0 int OK 189 0.903 ACI 18.7 0 0 int OK 190 1.09 ACI 18.7 0 0.622 12 ACI 11.4 OK 191 1.09 ACI 18.7 0 0 inf OK 192 0 0 0 inf OK 193 0 0 0 int OK 194 0 0 0 int OK 195 0 0 0 inf OK 196 0 0 0 inf OK 197 0 0 0 Inf OK 198 0 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 46 Engineers Northwest-1st.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (4) Fu93 #, # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (inches) 199 0 0 0 int OK 200 0 0 0 inf OK 201 0 0 0 inf OK 202 0 0 0 int OK 203 0 0 0 int OK 204 0 0 0 int OK 205 0 0 0 int OK 206 1.94 ACI 18.7 0 0 int OK 207 4.08 ACI 18.7 0 0 inf OK 208 0.735 ACI 18.7 0 0 inf OK 209 0 0 0 inf OK 210 1.96 ACI 18.7 0 0.622 12 ACI 11.4 OK 211 1.25 ACI 18.7 0 0 int OK 212 0 0 0 Int OK 213 0 0 0 int OK 214 0 0 0 inf OK 215 0 0 0 inf OK 216 0 0 0 inf OK 217 0 0 0 int OK 218 0 0 0 int OK 219 0 0 0 int OK 220 0 0 0 inf OK 221 0 0 0 int OK 222 0 0 0 inf OK 223 0 0 0 inf OK 224 0 0 0 inf OK 225 0 0 0 int OK 226 0 0 0 int OK 227 2.89 ACI 18.7 0 0 int OK 228 0 0 0 int OK ``, 229 0 0 0 int OK 230 0 0 0 inf OK 231 0 0 0 inf OK 232 0 0 0 inf OK 233 1.1 ACI 18.7 0 0.622 12 ACI 11.4 OK 234 0 0 0 int OK 235 0 0 0 inf OK 236 0 0 0 inf OK 237 0 0 0 inf OK 238 0 0 0 inf OK 239 0 0 0 int OK 240 0 0 0 int OK 241 0 0 0 int OK 242 0 0 0 Int OK 243 0 0 0 int OK 244 0 0 0 inf OK 245 0 0 0 inf OK 246 0 0 0.622 12 ACI 11.4 OK 247 0 0 0 inf OK 248 0 0 0 Int OK 249 0 0 0 Int OK 250 3.02 ACI 18.7 0 0 Int OK 251 0 0 0 Int OK 252 0 0 0 int OK 253 0 0 0 inf OK 254 0 0 0 inf OK 255 0.692 ACI 18.7 0 0.622 12 ACI 11.4 OK 256 0 0 0 inf OK 257 0 0 0 int OK 258 2.2 ACI 18.7 0 0 inf OK 259 0 0 0 inf OK 260 0 0 0 Int OK 261 0 0 0 int OK 262 0 0 0 int OK 263 0 0 0 int OK 264 0 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 47 J.»...i..,..Gu:•...,...�_:...ti.:s;ai,,.::�4+�:1.ai:tti:a'r'.uv1��.>i+'..Si�''tai:GS`�,.+'"S Engineers Northwest - lst.floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (5) FLE-9A- isok N As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status iy (sq. In.) (sq. In.) (sq. In.) (inches) 265 0 0 0 inf OK 266 0 0 0 inf OK 267 0 0 0 inf OK 288 0 0 0 inf OK 269 0 0 0 inf OK 270 0 0 0 inf OK 271 0 0 0 inf OK 272 0 0 0 inf OK 273 0 0 0 inf OK 274 0 0 0 int OK 275 0 0 0 inf OK 278 0 0 0 int OK 277 0 0 0 inf OK 278 0 0 0 inf OK 279 1.31 ACI 18.7 0 0 inf OK 280 0 0 0 inf OK 281 0 0 0 inf OK 282 0 0 0 Int OK 283 0 0 0 inf OK 284 0 0 0 inf OK 285 0 0 0 inf OK 286 0 0 0 Inf OK 287 0 0 0 Int OK 288 0 0 0 inf OK 289 0 0 0 inf OK 290 0 0 0 inf OK 291 0 0 0 inf OK 292 0 0 0 inf OK 293 0 0 0 int OK 294 0 0 0 Int OK }} 295 0 0 0 Inf OK 4; 296 3.92 ACI 18.7 0 0 Inf OK 297 3.67 ACI 18.7 0 0 inf OK 298 3.59 ACI 18.7 0 0 inf OK 299 0 0 0 inf OK 300 0 0 0 Int OK 301 0 0 0 Inf OK 302 0 0 0 inf OK 303 0 0 0 inf OK 304 0 0 0 inf OK 305 0 0 0 inf OK 306 0 0 0 inf OK 307 0 0 0 int OK 308 0 0 0 inf OK 309 0 0 0 inf OK 310 0 0 0 inf OK 311 0 0 0 int OK 312 0 0 0 int OK 313 0 0 0 inf OK 314 0 0 0 inf OK 315 0 0 0 inf OK 316 0 0 0 Inf OK 317 0 0 0 inf OK 318 0 0 0 inf OK 319 0 0 0 inf OK 320 0 0 0 int OK 321 0 0 0 inf OK 322 0 0 0 inf OK 323 0 0 0 int OK 324 0 0 0 inf OK 325 0 0 0 inf OK 326 0 0 0 Int OK 327 0 0 0 inf OK ) 328 0 0 0 inf OK 329 0 0 0 inf OK 330 0.057 ACI 18.7 0 0 Inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 48 Engineers Northwest - lst.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (6) Ft, E-9, # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. in.) (Inches) 331 0.321 ACI 18.7 0 0 Int OK 332 0 0 0 Int OK 333 1.51 ACI 18.7 0 0 inf OK 334 0 0 0 Inf OK 335 0 0 0 Inf OK 336 0 1.94 ACI 18.7 0 Inf OK 337 0 0 0 Int OK 338 0 2.47 ACI 18.7 0 inf OK 339 0 0 0 Inf OK 340 0 0 0 inf OK 341 0 0 0 inf OK 342 0 0 0 inf OK 343 0 0 0 int OK 344 0 0 0 Int OK 345 0 0 0 inf OK 346 0 0 0 inf OK 347 0 0 0 Inf OK 348 0 0 0 inf OK 349 0 0 0 Int OK 350 0 0 0 In? OK 351 0 0 0 int OK 352 0 0.157 ACI 18.7 0 Inf OK 353 , 0 0 0 Inf OK 354 0.188 ACI 18.7 0 0 inf OK 355 0 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 49 ip,�;yy;;t;;¢r;^i1 Cei` •"-ai i'ia'its:90't,':ii:iZt�i.:'"ia'�"x.�tit :�a'�', •^li$Y.yir3^•''•'0-"'" S.rS.Sh:.e ��C! "��ca ...� .v .....6'.�Ew:."+..(t Engineers Northwest - lst.floor- Monday April 28, 2003 Factored LC: Design Section Stresses F� # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Umits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (Irsl) (ks) (ksi) 1 (-1.258,-110.6,-0.5) 160 -159 0.257 (-,-) Gross 2 (-1.258,-79.31,-0.5) 160 -161 -0.286 (-,-) Gross 3 (1.21,-128.8,-0.5) 147 -96.8 25.2 (-,-) Gross 4 (1.203,-80,-0.5) 150 -137 6.26 (-,-) Gross 5 (1.311,-108.8,-0.5) 141 -121 9.72 (-,-) - Gross 8 (1.277,-50,-0.5) 51.1 -26.1 12.5 (-,-) - Gross 7 (1.523,-22.62,-0.6639) 291 -310 9.28 (-,-) Gross 8 (1.523,-5.373,-0.9167) 60.3 -61.7 -0.698 (-,-) Gross 9 (2.994,-122.4,-0.5) -523 525 0.99 (-,-) Gross 10 (2.994,-111.2,-0.5) 752 -743 4.62 (-;) Gross 11 (2.994,-108.7,-0.5) 760 -734 12.8 (-,-) Gross 12 (2.994,-94.97,-0.5) -668 708 20.4 (-,-) Gross 13 (2.994,-81.27,-0.5) 835 -779 28 (-,-) Gross 14 (2.994,-78.75,-0.5) 820 -757 31.8 (-,-) Gross 15 (2.994,-65.04,-0.5) -551 619 33.7 (-,-) Gross 18 (5.626,-51.26,-0.5) 919 -816 51.3 (-,-) Gross 17 (5.626,-48.67,-0.5) 925 -831 47 (-,-) Gross 18 (5.703,-35.01,-0.5) -806 879 36.5 (-,-) Gross 19 (7.334,-18.83,-0.9167) 429 -405 12.3 (-;) Gross 20 (7.334,-10.9Z-0.9167) -385 398 6.57 (-,-) Gross 21 (7.334,-1.444,-0.9167) -110 111 0.869 (-,-) Gross 22 (7.47,-21.24,-0.5) 339 -307 15.9 (-,-) Gross 23 (7.737,-133.8,-0.5) 0.597 11.8 6.18 (-,-) Gross 24 (11.21,-108.8,-0.5) -530 553 11.4 (-,-) Gross 25 (11.41,-80,-0.5) -535 543 3.88 (-,-) Gross 26 (11.41,-50,-0.5) -619 648 14.7 (-,-) Gross 27 (14.7,-22.62,-0.6639) -745 874 13.6 (-,-) Gross 28 (14.7,5.157,-0.9167) -843 813 -15 (-,-) Gross 29 (15.78,-128.8,-0.5) -522 576 26.9 (-,-) Gross 30 (15.78,-128.6,-0.5) -516 569 26.7 (-,-) Gross 31 (22.08,-108.8,-0.5) 787 -754 16.9 (-;) Gross 32 (22.2,-80,-0.5) 568 -570 -0.805 (-,-) Gross 33 (22.2,-50,-0.5) 586 -577 4.43 (-,) Gross 34 (24.89,-80,-0.5) 582 -577 2.77 (-;) Gross 35 (24.89,-50,-0.5) 592 -579 6.35 (-,) Gross 36 (25.01,-108.8;0.5) 1020 -972 22.2 (-,-) Gross 37 (26.38,-111.3,-0.6) 728 -713 7.34 (-,-) Gross 38 (26.38,-108.8,-0.5) 763 -741 11.2 (-,-) Gross 39 (26.38,-95.04,-0.5) -704 736 15.7 (-,) Gross 40 (28.18,-35.01,-0.5) -807 820 6.92 (-,-) Gross 41 (28.48,-122.5,-0.5) -639 651 6.05 (-,-) Gross 42 (28.52,-22.62,-0.6639) 815 -894 14 (-,-) Gross 43 (28.52,-5.235,-0.9167) 917 -853 31.9 (-,-) Gross 44 (28.78,-128.8,-0.5) 799 -740 29.8 (-,-) Gross 45 (29.67,-81.19,-0.5) 986 -932 26.9 (-,-) Gross 46 (29.67,-78.74,-0.5) 904 -844 29.7 (-,-) Gross 47 (29.67,-65.04,-0.5) -619 673 26.9 (-,-) Gross 48 (29.67,51.29,-0.5) 910 -858 26.3 (-,) Gross 49 (29.67,-48.7,-0.5) 987 -945 20.9 (-,-) Gross 50 (29.66,-21.24,-0.5) 527 -525 1.05 (-;) Gross 51 (29.98,-18.83,-0.9167) 468 -473 -2.53 (-,-) Gross 52 (29.98,-10.9Z-0.9167) -400 395 -2.81 (-,-) Gross 53 (29.98,-1.444,-0.9167) -54.9 50.9 -1.99 (-,-) Gross 54 (30.63,-133.8,-0.5) 86.8 -81 2.92 (-,-) Gross 55 (31.32,-128.8,-0.5) 712 -627 42.3 (-,-) Gross 56 (31.54,-22.62,-0.6639) 749 -800 23.2 (-,-) Gross 57 (31.54,5.235,-0.9167) 790 -703 43.6 (-,-) Gross 58 (36.76,-80,-0.5) -590 577 -6.64 (-,-) Gross 59 (36.76,50,-0.5) -513 508 -2.81 (-,-) Gross 60 (41.55,-108.8,-0.5) -838 902 32.2 (-,-) - Gross 61 (45.18,-22.62,-0.6639) -492 643 39.7 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; ' -" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation ` 'Rebar Umits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 50 Engineers Northwest -1 st.t%or - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (2) € # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot.Rebar Limits Calc. (feet) (fes) (Psi) (Psi) (Psi) Reber (ksl) (kg!) 62 (45.18,-5.157,-0.9167) -557 630 36.5 (-,-) Gross 63 (45.76,-128.8,-0.5) -724 821 48.3 (-,-) Gross 64 (47.78,-80,-0.5) 515 -547 -15.7 (-,-) Gross 65 (47.78,-50,-0.5) 435 -454 -9.56 (-,-) Gross 66 (53.71,-78.74,-0.5) 419 -377 20.7 (-,-) Gross 87 (54.02,-73.96,-0.5) 53.2 -32.9 10.2 (-,-) Gross 68 (54.48,-81.27,-0.5) 1160 -1150 5.02 (-,-) Gross 69 (58.44,-111.2,-0.5) 680 -665 7.3 (-,-) Gross 70 (58.35,-22.62,-0.6639) 774 -780 45.7 (-,-) - Gross 71 (58.35,5.281,-0.9167) 765 -624 70.7 (-,-) Gross 72 (58.57,-95.04,-0.5) -732 750 8.83 (-;) Gross 73 (58.6,-108.8,-0.5) 683 -664 9.75 (-,-) Gross 74 (58.63,-128.8,-0.5) 924 -811 56.3 (-,-) Gross 75 (58.66,-106.8,-0.5) 1230 -1140 44.8 (-,-) Gross 76 (59.63,-21.16,-0.5) 515 -523 -4.25 (-,-) Gross 77 (59.71,-48.78,-0.5) 1170 -1210 -17.5 (-,-) Gross 78 (59.82,-34.99,-0.5) -824 816 -3.55 (-,-) Gross 79 (60.14,-18.73,-0.8967) 739 -436 -4.66 (-,-) Gross 80 (60.14,-10.83;0.9167) -393 380 -6.32 (-,-) Gross 81 (60.14,-1.353,-0.9167) -45.8 41.9 -1.95 (-,-) Gross 82 (60.63,-133.7,-0.5) 145 -133 6.17 (-,-) - Gross 83 (60.67,-122.5,-0.5) -609 624 7.55 (-,-) Gross 84 (61.34,-108.8,-0.5) 1100 -998 51.5 (-,-) Gross 85 (61.37,-131,-0.5) 839 -748 45.4 (-,-) Gross 86 (61.65,-22.62,-0.6639) 806 -806 50.9 (-,-) Gross 87 (61.65,-5.281,-0.9167) 756 -600 77.7 (-,-) - Gross 88 (66.25,-81.31,-0.5) 1170 -1170 -0.304 (-,-) Gross 89 (66.25, 78.7,-0.5) 617 -590 13.6 (-,-) Gross 90 (66.25,-68.88,-0.5) -142 211 34.7 (-,-) Gross 91 (66.25,-60.85,-0.5) -133 196 31.3 (-,-) Gross 92 (68.02,-136.2,-0.5) 222 -216 3.37 (-,-) Gross 93 (70.53,-50,-0.5) 965 -764 100 (-,-) Gross 94 (70.61,-80,-0.5) 966 -756 106 (-.-) Gross 95 (74.92,-22.62,-0.5878) -534 907 63.6 (-;) Gross 96 (75.01,-5.203,-0.9167) -576 715 69.5 (-,-) Gross 97 (75.61,-133.5,-0.5) -541 619 38.6 (-,-) Gross 98 (75.59,-108.8,-0.5) -536 659 61.2 (-,-) Gross 99 (85.25,-80,-0.5) -692 872 90.2 (-,) Gross 100 (85.25,-50,-0.5) -710 891 90.5 (-,-) Gross 101 (85.4,-81.27,-0.5) 612 -616 -2.26 (-,-) Gross 102 (85.4;78.8,-0.5) 620 -621 -0.688 (-;) Gross 103 (85.4,-65.04,-0.5) -516 544 13.9 (-,-) Gross 104 (85.4,-51.17,-0.5) 653 -663 -4.9 (-,-) Gross 105 (85.4,-48.64,-0.5) 647 -664 -8.36 (-,-) Gross 106 (88.39,-133.5,-0.5) 8.49 -762 43.5 (-,-) Gross 107 (88.37,-22.62,-0.5878) 663 -741 80.5 (-,-) . Gross 108 (88.55,-108.8,-0.5) 802 -669 66.9 (-,-) Gross 109 (88.46,5.281,-0.9167) 703 -570 66.3 (-,-) Gross 110 (89.67,-141.1,-0.5) 62.3 -62.5 -0.0985 (-,-) Gross 111 (89.87,-34.99,-0.5) -777 769 -4.08 (-;) Gross 112 (89.86,-21.16,-0.5) 630 -629 0.697 (-,-) Gross 113 (89.86,-18.75,-0.5) 476 -481 -2.36 (-,-) Gross 114 (89.86,-10.85,-0.9167) -372 376 2.11 (-,-) Gross 115 (89.86,-1.368,-0.9167) -55.9 53.7 -1.12 (-,-) - Gross 116 (90.64,-138.8,-0.5) 188 -191 -1.23 (-,-) Gross 117 (90.64,-111.2,-0.5) 772 -770 0.939 (-,-) Gross 118 (90.64,-108.7,-0.5) 804 -797 3.36 (-,-) Gross 119 (90.68,-125,-0.5) -561 565 2.01 (-,-) Gross 120 (90.68,-95.04,-0.5) -696 698 1.25 (-,-) Gross 121 (91.37,-108.8,-0.5) 865 -726 69.5 (-,-) Gross 122 (91.46,-133.5,-0.5) 902 -810 46.3 (-,-) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maodmum allowable reinforcement tensile stresses; " " indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar 'Cab." indicates the type of calculation used to determine the stresses. R -r-97 Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 51 Engineers Northwest -1 st.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (3) { # Centroid Conc. Top Conn. Bot Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. ( ) (psi) (P�) (Psi) (Psi) (ksi) (ksi) (ksi) 123 (91.67,-22.62,-0.5878) 695 -778 84.2 (-,-) Gross 124 (91.67,-5.373,-0.9167) 671 -533 69 (-.-) Gross 125 (100.6,-50,-0.5) 984 -810 87.1 (-,-) - Gross 126 (100.6,-80,-0.5) 944 -793 75.7 (-,-) Gross 127 (105.3,-22.62,-0.5878) -429 810 84.7 (-,-) Gross 128 (105.3,-5.51;0.9167) -542 721 89.4 (-,-) Gross 129 (105.8,-133.5,-0.5) -570 671 50.3 (-,-) Gross 130 (105.8,-108.8,-0.5) -492 644 76.1 (-,-) Gross 131 (109,-78.8,-0.5) 706 -698 4.16 (-,-) Gross 132 (109.1,-65.04,-0.5) -351 376 12.4 (-,-) Gross 133 (117,-81.19,-0.5) 972 -996 •11.9 (-,-) Gross 134 (117.2,-51.25,-0.5) 682 -680 0.888 (-,-) Gross 135 (117.2,-48.64,-0.5) 1070 -1100 -14 (-,-) Gross 136 (118.6,-133.5,-0.5) 747 -640 53.1 (•,-) Gross 137 (118.5,-22.62,-0.5878) 746 -817 97.4 (-,-) Gross 138 (118.5,-5.203,-0.9167) 751 -592 79.3 (-,-) Gross 139 (118.6,-108.8,-0.5) 1000 -848 78.5 (-,-) Gross 140 (120.2,-141.1,-0.5) 108 -108 0.0423 (-,-) Gross 141 (120.1,-34.99,-0.5) -774 761 -6.2 (-,-) Gross 142 (120.2,-125,-0.5) -829 837 3.98 (-,-) Gross 143 (120.1,-18.73,-0.6892) 385 -411 -2.33 (-,-) - Gross 144 (120.1,-10.83,-0.9167) -402 399 -1.46 (-,-) Gross 145 (120.1,-1.353,-0.9167) -68.6 66.9 -0.872 (-,-) Gross 146 (120.2,-21.22,-0.5) 500 -502 -1 (-,) Gross 147 (120.3,-138.8,-0.5) 335 -329 3.44 (-,-) Gross 148 (120.3,-111.2,-0.5) 961 -959 0.79 (-,-) Gross 149 (120.3,-108.7,-0.5) 873 -866 3.61 (-,-) Gross 150 (120.3,-94.96,-0.5) -685 677 -3.94 (-,-) Gross 151 (121.4,-108.8,-0.5) 1030 -875 78.4 (-,-) Gross 152 (121.5,-132.1,-0.5) 733 -609 61.9 (-,-) Gross 153 (121.5,-22.62,-0.5973) 745 -791 97.2 (-,-) Gross 154 (121.5,-5.235,-0.9167) 774 -611 81.7 (-,-) - Gross 155 (124.4,-57.81,-0.5) 18 -1.53 8.25 (-,-) Gross 156 (130,-50,-0.5) 181 46.6 114 (-,-) Gross 157 (130.1,-80,-0.5) 167 1.93 84.5 (-,-) Gross 158 (134.7,-108.8,-0.5) -532 687 77.4 (-,-) Gross 159 (134.8,-132.1,-0.5) -572 699 63.3 (-,-) Gross 160 (134.8,-80,-0.5) -38 207 84.4 (-,-) Gross 161 (135,-78.86,-0.5) 758 -791 -16.3 (-,-) - Gross 1 162 (135,-65.04,-0.5) -486 471 -7.26 (-,-) Gross 163 (135,-50,-0.5) -42.3 271 -114 (-,-) Gross 164 (135,5.249,-0.9167) -527 671 72.1 (-,-) Gross 165 (135.1,-22.62,-0.6639) -429 694 97.3 (-,-) Gross 166 (139.9,-80,-0.5) 207 -36.4 85.4 (-,-) - Gross 167 (139.9,50,-0.5) 202 23.6 113 (-,-) Gross 168 (148.4,-81.19,-0.5) 820 -835 -7.54 (-,-) Gross 169 (148.5,-125,-0.5) -739 741 1.34 (-,-) Gross 170 (148.4,-5.157,-0.9167) 809 -652 78.4 (-,-) Gross 171 (148.6,-138.8,-0.5) 370 -364 2.64 (-,-) Gross 172 (148.6,-94.96,-0.5) -741 742 0.448 (-.-) Gross 173 (148.6,-132.1,-0.5) 715 -582 66.7 (-,-) Gross 174 (148.5,-22.62,-0.6639) 868 -770 100 (-,-) Gross 175 (148.6,-111.3,-0.5) 887 -886 0.301 (-,-) Gross 176 (148.6,-108.7,-0.5) 895 -886 4.29 (-,-) Gross 177 (148.6,-108.8,-0.5) 975 -829 72.7 (-,-) Gross 178 (148.7,-141.2,-0.5) 106 -106 0.244 (-,-) Gross 179 (148.7,51.32,-0.5) 562 -562 0.177 (-,-) Gross 180 (148.7,-48.71,-0.5) 944 -966 -10.9 (-,-) Gross 181 (148.7,-35.04,-0.5) -815 809 -3.08 (-,-) Gross 182 (148.9,-18.64,-0.7032) 486 -486 3.51 (-,-) Gross 183 (148.9,-10.74,-0.9167) -375 368 -3.68 (-,-) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 52 }.;it i oy'.� ;` � 'F -R«Uvv"�i` t$ }.i" +Sb*i't"t` i5'(��fi+� % �.i`,�7�C ` lw' z4.itAuSYc41044.f'a''.J't Engineers Northwest - lst.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (4) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Cato. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 184 (148.9,-1.261,-0.9167) -20.7 . 16 -2.37 (-,-) 185 (149,-21.15,-0.5) 651 -639 6.02 (-;) 186 (151.3,-56.42,-0.5) 0.148 -15.7 -7.8 (-;) 187 (151.4,-108.8,-0.5) 932 -792 69.8 (-,-) 188 (151.4,-133.5,-0.5) 827 -703 61.8 (-,-) 189 (151.5,-80,-0.5) 919 -812 53.5 (-,-) 190 (151.5,-22.62,-0.5878) 903 -1040 98.1 (-,-) 191 (151.5,50,-0.5) 955 -799 77.7 (-,-) 192 (151.5,-5.249,-0.9167) 854 -708 73.3 (-,-) 193 (156.6,-65.19,-0.5) 123 20.2 16.2 (-,-) 194 (157.2,-80,-0.5) -45.2 161 57.9 (-;) 195 (157.2,-103.9,-0.5) -27.5 233 103 (-,-) 196 (157.2,-50,-0.5) -24.1 178 76.9 (-;) 197 (157.3,-134.2,-0.5) -34 171 68.7 (-,-) 198 (157.4,-5.157,-0.9167) -13.4 166 76 (-,-) 199 (157.4,-22.62,-0.5878) -30 271 95 (-,-) 200 (172.7,-133.5,-0.5) 6.73 98.7 52.7 (-,-) 201 (172.7,-108.8,-0.5) -24.5 161 68.1 (-, ) 202 (172.9,-80,-0.5) -48.2 192 71.9 (-,-) 203 (173.1,50,-0.5) -10.6 163 76 (-,-) 204 (173.3,-5.19,-0.9167) 48.7 93,5 71.1 (-,-) 205 (173.4,-22.62,-0.5878) 101 73 89.5 (-,) 206 (178.6,-108.8,-0.5) 1030 -899 67.4 (-,-) 207 (178.7,-133.5,-0.5) 997 -895 50.9 (-,-) 208 (178.7,-80,-0.5) 954 -803 75.3 (-,-) 209 (178.6,5.144,-0.9167) 825 -695 64.8 (-;) 210 (178.6,-22.62,-0.5878) 970 -1150 91.2 (-;) 211 (178.7,-50,-0.5) 995 -843 75.6 (-,-) 212 (180.9,-65.19,-0.5) -500 528 14.2 (-,-) 213 (181,-138.7,-0.5) 217 -221 -2.06 (-,-) 214 (181,-111.2,-0.5) 813 -812 0.393 (-;) 215 (181,-108.7,-0.5) 835 -831 2.02 (-,-) 216 (181.1,-125,-0.5) -532 534 1.32 (-,-) 217 (181,-81.25,-0.5) 888 -884 1.7 (-;) 218 (181,-78.84,-0.5) 883 -872 5.27 (-;) 219 (181.1,-94.89,-0.5) -776 776 0.376 (-,-) 220 (181,51.24,-0.5) 912 -902 5.01 (-,-) 221 (181,-48.75,-0.5) 956 -955 0.448 (-,-) 222 (181;21.16,-0.5) 731 -715 7.79 (-,-) 223 (181,-18.75,-0.5) 568 -556 6.01 (-,-) 224 (181,-10.84,-0.9167) -351 348 -1.34 (-;) 225 (181,-1.364,-0.9167) -39.6 35.7 -1.93 (-,-) 226 (181.1,-35.03,-0.5) -835 837 0.657 (-,-) 227 (181.3,-133.5,-0.5) 938 -843 47.6 (-,-) 228 (181.3,-80,-0.5) 920 -769 75.8 (-,-) 229 (181.3,-108.8,-0.5) 973 -842 65.4 (-,-) 230 (181.4,50,-0.5) 933 -783 75 (-,) 231 (181.4,5.19,-0.9167) 789 -661 64.2 (-,-) 232 (181.5,-141.2,-0.5) 61.5 -62.5 -0.463 (-,-) 233 (181.5,-22.62,-0.5878) 875 -1020 87.2 (-,-) 234 (194.8,-133.5,-0.5) -549 636 43.5 (-;) 235 (194.8,-108.8,-0.5) -597 723 62.9 (-,) 236 (194.7,-5.111,-0.9167) -573 730 78.5 (-;) 237 (194.7,-22.62,-0.5878) -570 971 69.2 (-,-) 238 (194.8,-80,-0.5) -611 780 84.5 (-,-) 239 (194.8,-50,-0.5) -640 802 81 (-,-) 240 (201.6,-65.04,-0.5) -45.3 101 27.6 (-,-) 241 (201.7,-78.91,-0.5) 308 -304 1.88 (-;) 242 (202.3,-136.2,-0.5) 212 -204 4.15 (-,-) 243 (208.5,-80,-0.5) 812 -617 97.5 (-,-) 244 (208.6,-131,-0.5) 808 -700 54.3 (-,-) "Centroid" Indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 53 Engineers Northwest - tst.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (5) # Centroid Conc. Top Conc. Bot. Conc. Cent. Cone Limits Rebar Top Rebar B. Rebar Limits Calc. (feet) (Psi) (Psi) (Ps0 (Psi) (ksi) (ks) (ksl) 245 (208.5,-50,0.5) 792 -629 81.3 (-,-) - Gross 246 (208.6,-22.62,-0.5878) 728 -867 66.6 (-,) Gross 247 • (208.7,-108.8,-0.5) 1040 -925 55.9 (-,-) Gross 248 (208.6,5.144,-0.9167) 701 -560 70.3 (-,-) Gross 249 (209.5,-21.17,-0.5) 561 -565 -1.59 (-,) Gross 250 (209.8,-48.65,-0.5) 904 -947 -21.4 (-,) Gross 251 (209.8,-34,99,-0.5) -821 815 -2.92 (-;) Gross 252 (210.1,-18.73,-0.6891) 416 -442 -1.43 (-,) Gross 253 (210.1,-10.83,-0.9167) -361 362 0.0179 (-,-) Gross 254 (210.1,-1.353;0.9167) -49.9 46.9 -1.52 (-,) Gross 255 (211,-22.62,-0.5878) 821 -1020 58.9 (-,) Gross 256 (211.1,5.066,-0.9167) 830 -697 66.2 (-,-) Gross 257 (211.2,-128.8,-0.5) 955 -819 67.8 (-,) - Gross 258 (211.3,-108.8,-0.5) 1250 -1150 49 (-,) Gross 259 (211.9,-133.8,-0.5) 132 -120 5.92 (-,-) Gross 260 (211.9,-122.5,-0.5) -594 611 8.44 (-,-) Gross 261 (211.9,-111.3,-0.5) 653 -635 8.84 (-,-) Gross 262 (211.9,-108.7,-0.5) 683 -660 11.4 (-;) Gross 263 (211.9,-95.04,-0.5) -739 760 10.8 (-,) Gross 264 (214.3,-81.32,-0.5) 920 -905 7.44 (-,-) Gross 265 (222,-80,-0.5) 577 -615 -18.7 (-,) Gross 266 (222.1,-50,-0.5) 460 -505 -22.3 (-,-) Gross 267 (225,-5.249,-0.9167) -574 689 57.4 (-,-) - Gross 268 (225.1,-22.62,-0.6639) -528 688 41.7 (-,-) Gross 269 (227.6,-78.88,-0.5) 908 -863 22.9 (-,) Gross 270 (227.6,-51.31,-0.5) 827 -781 22.7 (-;) Gross 271 (227.9,-64.58,-0.5) -557 590 16.5 (-,) - - Gross 272 (228.9,-128.8,-0.5) -701 826 62.5 (-,-) Gross 273 (228.9,-108.8,-0.5) -828 909 40.4 (-,-) Gross 274 (233.8,-80,-0.5) -616 595 -10.5 (-,-) Gross 275 (233.8,50,-0.5) -554 518 -18 (-,-) - Gross 276 (238.6;128.8,-0.5) 673 -550 61.5 (-,-) Gross 277 (238.8,-5.281,-0.9167) 830 -680 75 (-,-) - Gross 278 (238.8,-22.62,-0.6639) 763 -809 26.1 (-;) Gross 279 (239.5,-21.23,-0.5) 529 -555 -13.2 (-,-) Gross 280 (239.6,-18.73,-0.9167) 450 -487 -18.4 (-,) Gross 281 (239.6,-10.83,-0.9167) -416 386 -14.8 (-,) Gross 282 (239.6,-1.353,-0.9167) -35.5 29.9 -2.79 (-,-) Gross 283 (241.2,5.19,0.9167) 947 -819 64.1 (-,) Gross 284 (241.4,-128.8,-0.5) 736 -639 48.2 (-,) Gross 285 (241.3,-22.62,-0.6639) 777 -847 16.3 (-,) Gross 286 (241.4,-48.56,-0.5) 873 -863 4.82 (-,) Gross 287 (241.4,-34.99,-0.5) -788 772 -8.19 (-,-) Gross 288 (243.4,A 22.5,-0.5) -649 659 4.95 (-,) Gross 289 (243.4,-133.8,-0.5) 110 -105 2.8 (-,-) Gross 290 (243.4,-111.2,-0.5) 725 -723 0.815 (-,) Gross 291 (243.4,-108.7,-0.5) 734 -726 4.34 (-,-) Gross 292 (243.4,-95.04,-0.5) -697 716 9.49 (-;) Gross 293 (245.1,-80,-0.5) 524 -527 -1.2 (-;) Gross 294 (245.2,-108.8,-0.5) 1010 -949 31.7 (-,) Gross 295 (245.1,-50,-0.5) 508 -531 -11.6 (-,-) Gross 296 (245.6,-81.3,-0.5) 929 -911 8.83 (-,-) Gross 297 (245.6,48.81,-0.5) 906 -885 10.7 (-,-) Gross 298 (245.6,-61.31,-0.5) 895 -887 3.81 (-,-) Gross 299 (245.9,-65.04,-0.5) -631 655 12.1 (-,-) Gross 300 (247.8,-108.8,-0.5) 777 -725 26.1 (-,-) Gross 301 (247.8,-80,-0.5) 516 -527 -5.07 (-,) Gross 302 (247.9,50,-0.5) 490 -519 -14.6 (-,) Gross 303 (253.9,5.327,-0.9167) -711 743 16 (-,) Gross 304 (253.9,-22.62,-0.6639) -659 791 20.7 (-,-) Gross 305 (257.6,-128.8,-0.5) -521 609 43.7 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 54 An, >;:rntLL'a^a .a:td'y,.h. Engineers Northwest - lst.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (6) F-g.b( 11 Centrold Conc. Top Conc. Bot. Conc. Cent Conc Limits Reber Top Rebar Bot. Reber Limits Calc. (fit) (Psi) (Psi) (Psi) (Psi) (kap (ki) (k&) 306 (257.8,-108.8,-0.5) -396 441 22.6 (-,-) Gross 307 (258,-80,-0.5) -406 406 0.291 (-,-) Gross 308 (258,-50,-0.5) -482 468 -7.03 (-,-) Gross 309 (261.7,-18.64,-0.9167) 363 -316 23.8 (-,-) Gross 310 (261.7,-10.74,-0.9167) -361 399 18.7 (-,-) Gross 311 (261.7,-1.261,-0.9167) -68.1 67.8 -0.168 (-,-) Gross 312 (268.5,5.235,-0.9167) 288 -298 -5.3 (-,-) Gross 313 (268.5,-22.62,-0.6639) 405 -403 26.1 (-,-) Gross 314 (268.6,-50,-0.5) 419 -436 -8.79 (-,-) Gross 315 (268.7,-128.8,-0.5) 289 -223 33 (-,-) Gross 316 (268.6,-21.3,-0.6875) 324 -314 14.3 (-,-) Gross 317 (268.6,-80,-0.5) 442 -426 8.1 (-,-) Gross 318 (268.7,-108.8,-0.5) 439 -396 21.5 (-,-) Gross 319 (270.3,-35.16,-0.7131) -824 850 18.6 (-,-) Gross 320 (270.3,-78.69,-0.6239) 748 -893 25.3 (-,-) Gross 321 (270.5,51.21,-0.7173) 847 -798 14 (-,-) Gross 322 (270.6,-48.52,-0.7184) 820 -770 13.9 (-,-) - - Gross 323 (270.7,-94.99,-0.6304) -613 793 12.9 (-,-) Gross 324 (270.7,-81.38,-0.6296) 726 -856 22.9 (-,-) - Gross 325 (270.7,-65.08,-0.6288) -585 773 17.6 (-,-) - - Gross 326 (270.8,-108.7,-0.6324) 649 -759 20.5 (-,-) Gross 327 (270.9,-111.2,-0.6338) 632 -742 17.2 (-,) - Gross 328 (271,-133.9,-0.7248) 111 -86.5 10 (-,-) - Gross 329 (271,-122.5,-0.6366) -534 680 11.8 (-,-) - Gross 330 (271,-80.16,-0.5) 622 -630 -3.67 (-,-) - Gross 331 (271.1,-128.6,-0.7787) 76.1 -73.7 -6.26 (-,-) Gross 332 (271.1,-108.8,-0.5) 601 -578 11.4 (-,-) Gross 333 (271.1,-27.72,-0.9167) 228 -181 23.7 (-,-) Gross 334 (271.4,-50.06,-0.8948) 928 -568 -17 (-,-) Gross 335 (282.8,-80.16,-0.9167) -844 845 0.485 (-,-) Gross 336 (282.9,-128.6,-0.9167) -324 309 -7.18 (-,-) - Gross 337 (282.9,-108.8,-0.9167) -766 782 7.65 (-,-) Gross 338 (282.9,-27.72,-0.9167) -324 349 12.6 (-,-) Gross 339 (283.2,50.06,-0.9167) -791 772 -9.81 (-,-) Gross 340 (289.5,-78.69,-0.9167) 202 -166 18.1 (-,-) Gross 341 (289.5,-21.3,-0.9167) 23.5 -24.5 -0.506 (-,-) Gross 342 (289.6,-81.64,-0.9167) 173 -138 17.2 (-,-) Gross 343 (289.7,-65.08,-0.9167) -370 419 24.9 (-,-) Gross 344 (289.7,51.21,-0.9167) 193 -113 39.7 (-,-) Gross 345 (289.7,-48.26,-0.9167) 165 -90.6 37.1 (-,-) Gross 346 (289.8,-35.16,-0.9167) -518 530 6.14 (-,-) Gross 347 (289.9,-133.8,-0.9167) -9.17 8.55 -0.311 (-,-) Gross 348 (290.1,-108.7,-0.9167) 117 -125 -4.23 (-,-) Gross 349 (290.1,-122.2,-0.9167) -445 427 -9.06 (-,) Gross 350 (290.3,-94.99,-0.9167) -398 421 12 (-,-) Gross 351 (295,-80.16,-0.9167) -8.68 8.72 0.0201 (-,-) Gross 352 (295.1,-128.6,-0.9167) -18.5 17.9 -0.311 (-,-) Gross 353 (295.1,-108.8,-0.9167) 5.23 -4.68 0.273 (-,-) Gross 354 (295.1,-27.72,-0.9167) 11.5 -10.9 0.298 (-,-) Gross 355 (295.4,-50.06,-0.9167) 56.9 -57.4 -0.259 (-,-) Gross "Centroid" Indicates the section centroid in X.Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation ',woe" "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 55 414,1, Engineers Northwest Floor Analysis and Design of Concrete Slabs Dept. of Homeland Security Second Floor Level Engineers Northwest, Inc.. P.S. 6869'Woodlawn Ave. N.E. Seattle, WA 98115 206-525-7560 Fax 206-522-6698 2nd.floor Project Number Monday April 28, 2003 Floor O 1993-2001 Bommer Coleman, Inc. v1.04C : Report Contents Report Cover Report Contents Loadings and Load Cases Element Mesh Pian Banded Tendon Plan Distributed Tendon Pian Other Dead Ldg Plan Live Ldg Plan Transfer Max Top Stress Pian Transfer LC: Design Section Summary Transfer LC: Design Section Stresses Service LC: Design Section Summary Service LC: Design Section Stresses Factored LC: Design Section Summary Factored LC: Design Section Stresses Engineers Northwest - 2nd.floor - Monday April 28, 2003 Engineers Northwest, Inc. P.S. Report Contents 2 Loadings and Load Cases Engineers Northwest - 2nd. floor - Monday April 28, 2003 FL_ lo�- 404 -Transfer LC 1.08 x Balance Loading 1 x Self -Dead Loading 0 x Live Ldg O x Secondary Loading O x Other Dead Ldg Service LC 1 x Balance Loading 1 x Self -Dead Loading 1 x Live Ldg O x Secondary Loading 1 x Other Dead Ldg Factored LC 0 x Balance Loading 1.4 x Self -Dead Loading 1.7 x Live Ldg 1 x Secondary Loading 1.4 x Other Dead Ldg _a.beu.'i��.:w.e 41....1•.. Engineers Northwest, Inc. P.S. Loadings and Load Cases 3 Element Mesh Plan Engineers Northwest - 2nd.floor - Monday April 28, 2003 FLe.. 105 bU 1:530 SRi�SYppats.Li a IPP S Sifl Web Below Si*Colones Below SW, Watlm s Above SIab,Cohs Above Slab$labQSlab E e S ** 1�i s��11 11 ■■■■ ■■■ii■■■ ■ ■.ii■■ �aIU •ii■■ ■■■■■ril ■ ■■!idI1 lI 111 =v%:A1' U ■ ■■ ■i` ■■■■■■■■� 11111111111111111111111111 11111 1111111 11111 1 r,� _ -_�.1'-1 1 .■ .■� ■ ■■ ■■u ■ 1. ■■■■ ■i ■■■■ ■ ■ ■ ri■.......1..1. I1.i...■.1.u•i••i i ::1■.. =:C:� :.0 ?C:::: 11111 ' 1111 1! ■..u••11111111/111111111111111111111111 •u ••• I-I�u uuu■C ■■■■■rr a _ a 3 s I!�>mi ■.■.■■1■ ■■u .. ,. ■ ■ . a...... ■■s ■ ■i.r■■ ■■■■■■■•C ■ i 3. ■■...i ■■■■ ■►-- i•■. ■.■■Ci■uumau�l i■C uu•■ ■m■ 1u ■■■■1' ■i■9 ■i■■uu■li.■■■11.■■1■ill.■■C■■.■■� ■1i?C■..l ■■■■■■■l� ■■■ . ■ .. ■.■ ■■■ l ■■■■ ■■■ ■■ ■u� ■.. ■ .■■■■ I ■■■■■ ■■1 . ■ ■■■■ ■.■■■■■u ■ ■:■■■►t----.li■u■ . ■■■ Ci■■ ■■I ■.I ■.0 uC■■ ■■■■.■ ■7 ■ ■■■_■ ■ ■ ■■■. ■■■■■■.■i■■■■■■u■■■ jr■■ P C■■■■ i■■i■■' C■■ ■■■Crn ■ C ■■■ ■ ■r 6... . ii■■.■■■.■■■ 1� L��IiiIiIIIlUIIIIIIIlIIIdhIiIiilhi i■iir :��S11:!!!II! .iiia■■■■■ ii■i iii■ii■. iii i■■ ■fi■i■■i u...u.:1:1•■.1■■.■■C■.'■.1 1■■■■31■11C.■. ...■■■. ■. ■. 1: ■■■■■ ■ .■. ■r■■■ ■.■ ■ ■■■.■■■ . ■■■■■■ ■■■■ ■■ ■■■ ■ FINN Prim ■ ■.. 11711/11/9 1�1111111t7111 11111110111 1111111110 11 ° 11 111 1•••� 11NUM I °■'°°°■111°i Nillt 1 li!111111 ill 1111111111 • �. 111 11 fI 1 Engineers Northwest, Inc. P.S. Element Mesh Plan 4 Engineers Northwest - 2nd.fioor - Monday April 28, 2003 Banded Tendon Plan Booded Teodont:Tawkew Structure:NW SpriegeSupportglIne Spriwge/Suppodr,Arta SpriomWells 13e/ow B1117,Collwas Below SlitcWalls Above SI*Colurris Above Slab:Slab E Sale 1:549 • 4.25 1 7.5 1 7.5 1. 73 1 7.51.24.25 4.24.2373 17.5 j 7.5: 7.5 1 4.25 * S • .25 1 73 2 7.5 6 7.5 1 7.5 6 7.5 - .1 I 4.25 4 I 7.5 2 7.5_ 7.5 1 7.5. 6. 941B+347-"--34T411,4-347--"-34T.-e-1341=434Te:,-1-34T---.---4341"--el 4.25 -I 7. -74-4-271`-•••*27T-44-2712 ; 73 6 7.5 2 ITI1 1T-2 ; t 7.5 1 7.5 6 7.5 2 617T-Pr•i-27T-*-1,-0-27T--.--27T-1-12171111-.21T---2 1 4.25 --------------------114421T--2111-.?-1..... .. ._ , .--27T I 1 27T -.---27B-0-,1 --i 1-- 4.25 1 7:5 ' 1 7.5 73 1 7.5 1 4.25 ...1*16T--.--161•-.1.9. -*-16T--.--167-1 7.5 1 7.54,24.25 4.214.257A A . 15 6.1--..---161-11"' ' , -16T7r4-22T------22T-1-41,21127, -.70132;11-*-22T-r-t-221‘-‘-er ; . . 73 1 4.25 T30211‘-•-2114-:.: 7.5 1 • 64.25 4.25 1 7.5 1-7 6 4.25 :.1;217-.-2114-7211 Engineers Northwest, Inc. P.S. Banded Tendon Plan 5 s • !' 4... 4, Distributed Tendon Plan 'luted Taelowereadawe Strom.e:w.11e Below S1ab;Col r= Below s i&walla Above Slab;Coluone Above SlabOeb 0116111 needed Midas:Me ns Sale Iss1 .; -i ! �1 i _ •1 ..1-&_ i„,..1&,,,,t;, jj:j _N .,I .,.... ▪ 11 1., t, „...I ,_ r...„'� r. ,...a ''' 1 1 �, _I,I j{_...........„, I1,...v .., ....z. ..1., v F4 -i • 0 Engineers Northwest - 2nd.floor - Monday April 28, 2003 VI • ;I --b1-T ,i .`hlri.7r-ir, -Jn. —i , ..„ ,... . ... ..., .... ... , v. ,1„.„ -epi ..,... : 12.1 -*-,.1---,,t----„_1-4.,ni.---, .t---,..1-. -I II ,, II .n .n en y I"1F—+-, .n II 1 =r.n en en en M ..L —. 11 11 11 i 1- ni ...,5 ni ..•,t IR►`S i —LI i i i .. r_li...y,-,n I.. - ;It_ 1HLILT h I— 4— {— +�I� ft: W W ▪ W W A A a -.vl ..'1111 .rl '^--..5ti.----' ----- '---- a „� u A yOy ' �,E.+.Ni.ts. �..�,r�r IZCLII +++�� FF a v v o v Engineers Northwest, Inc. P.S. Distributed Tendon Plan 6 W cel UO CD ILI J N LL W O �< • d E - =Lux Z�. Z0 W O — O H W • W 1 W.• • = O 1- z Engineers Northwest - 2nd.ffoor- Monday April 28, 2003 Other Dead Ldg Plan .001 Olhee Deodl4ePoime UMW= LoodleAnto Us* Sinedoer-Pokt SpriesetSoppotbr,Lioe Sprigs/SupporbeArea Spriexwatls Below SIateComs Below Slab.Walh Above Slab:Colo ns Above Slab:3bib Edge; Engineers Northwest, Inc. P.S. Other Dead Ldg Plan 7 .:::i`.y'r:3<KCi�'•x"1�+"-'K}+ta'tF'!Vv�>.vrnrtr::,aaweMF:nY.ui.F44:�n.':i�.'+t; siyrrn.•i;:+t: Engineers Northwest - 2nd.floor- Monday April 28, 2003 Other Dead Ldg Plan - Continued (2) Engineers Northwest, Inc. P.S. Other Dead Ldg Plan 8 Live Ldg Plan Engineers Northwest - 2nd.floor- Monday April 28, 2003 %-p-uo .0041 Uve L4r,Pobt LoadkUoe LoadaArea >* �• Asea SpinaxWalls BelowsIab cc m Below s1.bcW. h Above SlabcCobaws Above S Fz-0. 1 !i r- Fa 0.08 —r 1 S`r Fz= 0.08 Engineers Northwest, Inc. P.S. Live Ldg Plan 9 1~N W aaa. JU 0 J I— • U_ W0. g ��. < I• D I- IA Z F- I— 0. ZI— U� O N. • 1 - W W O .. Z W 0 =' 0 Z Transfer Max Top Stress Plan Engineers Northwest - 2nd.floor - Monday April 28, 2003 F 11 s �oiu 9R PP° Mu Speingwdh m Below Slob:Coks Below slablwilb Above Slth Colrml Above SIe$SIib MEM Seale 115 I23 t 1138#47 .. 1. 051 N7 1122 928930 1121 .1 0271/29 149 1159 0631171 1179 1911101 083 1148 1/53 _j. w 116 020 N26#31- I 1150 1 1 013 1/25 1/37#462 h x 11621169 1161 1 11104 N� 127 N128 0105 8 0 a -h A it #81 119(11102 0108 1tr. 103 9107 0135 #134 J. 11139 T 138 55 0126 1 136 -- — - - ---------------; _ .. ti N125 129-1131--4 L.1137v Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 10 (• Engineers Northwest - 2nd.floor- Monday April 28, 2003 Transfer Max Top Stress Plan - Continued (2) F i(z Z ro i 0159 8101180 N189 • 8243 8264 N160 • 815 .`e 815 8168183 Y 8185 N19112o4 8 0156 81611181 ,- b #203 #135 NS 8218 #23#2400245 T_T N265 gg 8261 Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 11 Engineers Northwest - 2nd.floor- Monday April 28, 2003 Transfer LC: Design Section Summary # As Top Controlling As Bat Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 1 0 0 0 inf OK 2 0 0 0 int OK 3 0 0 0 Inf OK 4 0 0 0 inf OK 5 0 0 0 inf OK 6 0 0 0 int OK 7 0 0 0 int OK 8 0 0 0 inf OK 9 0 0 0 inf OK 10 0 0 0 inf OK 11 0 0 0 inf OK 12 0 0 0 int OK 13 0 0 0 inf OK 14 0 0 0 inf OK 15 0 0 0 int OK 16 0 0 0 Int OK 17 0 0 0 inf OK 18 0 0 0 inf OK 19 0 0 0 Inf OK 20 0 0 0 Inf OK 21 0 0 0 Int OK 22 0 0 0 int OK 23 0 0 0 inf OK 24 0 0 0 Inf OK 25 0 0 0 Ina OK 26 0 0 0 inf OK 27 0 0 0 inf OK 28 0 0 0 int OK 29 0 0 0 inf OK 30 0 0 0 inf OK 31 0 0 0 inf OK 32 0 0 0 Int OK 33 0 0 0 inf OK 34 0 0 0 inf OK 35 0 0 0 inf OK 36 0 0 0 inf OK 37 0 0 0 inf OK 38 0 0 0 inf OK 39 0 0 0 int OK 40 0 0 0 int OK 41 0 0 0 inf OK 42 0 0 0 inf OK 43 0 0 0 int OK 44 0 0 0 Inf OK 45 0 0 0 inf OK 46 0 0 0 Inf OK 47 0 0 0 inf OK 48 0 0 0 int OK 49 0 0 0 inf OK 50 0 0 0 int OK 51 0 0 0 inf OK 52 0 0 0 inf OK 53 0 0 0 inf OK 54 0 0 0 inf OK 55 0 0 0 inf OK 56 0' 0 0 Inf OK 57 0 0 0 inf OK 58 0 0 0 inf OK 59 0 0 0 inf OK 60 0 0 0 Ina OK 61 0 0.925 ACI 18.4.1b 0 Inf OK 62 0 0 0 Inf OK 63 0 1.38 ACI 18.4.1b 0 inf OK 64 0 0 0 Inf OK 65 0 0 0 Inf OK 66 0 0 0 int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 12 .e.l.1. J:laLn:rv.,..ySS.+. •+1. Jid kit. LN+�.7i�+:�ii P. itine.4..,44 'aas i :h�ri iY �iis i�eil tw ir, w ;wt Engineers Northwest - 2nd.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (2) Ft -e- lid- # M Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (inches) 67 0 0 0 Int OK 68 0 0 0 Int OK 69 0 0 0 int OK 70 0 0 0 inf OK 71 0 0 0 int OK 72 0 0 0 inf OK 73 0 0 0 inf OK 74 0 0 0 inf OK 75 0 0 0 inf OK 76 0 0 0 inf OK 77 0 0 0 inf OK 78 0 0 0 int OK 79 0 0 0 Int OK 80 0 0 0 inf OK 81 0 0 0 int OK 82 0 0 0 Inf OK 83 0 0 0 inf OK 84 0 0 0 inf OK 85 0 0 0 int OK 86 0 0 0 inf OK 87 0 0 0 inf OK 88 0 0 0 inf OK $9 0 0 0 inf OK 90 0 0 0 inf OK 91 0 1.76 ACI 18.4.1b 0 Inf OK 92 0 0 0 inf OK 93 0 0 0 inf OK 94 0 0 0 int OK 95 0 0 0 int OK 96 0 0 0 inf OK 97 0 0 0 inf OK 98 0 0 0 Int OK 99 0 0 0 int OK 100 0 0 0 inf OK 101 0 0 0 inf OK 102 0 0 0 inf OK 103 0 0 0 inf OK 104 0 0 0 inf OK 105 0 0 0 Int OK 106 0 0 0 int OK 107 0 0 0 inf OK 108 0 0 0 int OK 109 0 0 0 inf OK 110 0 0 0 inf OK 111 0 0 0 Inf OK 112 0 0 0 inf OK 113 0 0 0 inf OK 114 0 0 0 inf OK 115 0 0 0 int OK 116 0 0 0 Int OK 117 0 0 0 int OK 118 0 0 0 inf OK 119 0 0 0 Int OK 120 0 0 0 inf OK 121 0 0 0 int OK 122 0 0 0 inf OK 123 0 0 0 inf OK 124 0 0 0 inf OK 125 0 0 0 inf OK 126 0 0 0 inf OK 127 0 0 0 int OK 128 0 0 0 int OK 129 0 0 0 int OK 130 0 0 0 int OK 131 0 0 0 inf OK 132 0 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, inc. P.S. Transfer LC: Design Section Summary 13 Engineers Northwest - 2nd.floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (3) F # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (Inches) 133 0 0 0 Int OK 134 0 0 0 inf OK 135 0 0 0 inf OK 136 0 0 0 inf OK 137 0 0 0 Inf OK 138 0 0 0 inf OK 139 0 0 0 Inf OK 140 0 0 0 inf OK 141 0 0 , 0 inf OK 142 0 0 0 int OK 143 0 0 0 inf OK 144 0 0 0 inf OK 145 0 0 0 Inf OK 146 0 0 0 int OK 147 0 0 0 int OK 148 0 0 0 inf OK 149 0 0 0 inf OK 150 0 0 0 int OK 151 0 0 0 int OK 152 0 0 0 int OK 153 0 0 0 inf OK 154 0 0 0 inf OK 155 0 0 0 inf OK 156 0 0 0 inf OK 157 0 0 0 inf OK 158 0 0 0 int OK 159 0 0 0 inf OK 160 0 0 0 int OK 161 0 0 0 Int OK 162 0 0 0 inf OK 163 0 0 0 int OK 164 0 0 0 inf OK 165 0 0 0 inf OK 166 0 1.81 ACI 18.4.1b 0 Inf OK 167 0 0 0 inf OK 168 0 0 0 int OK 169 0 0 0 Int OK 170 0 0 0 inf OK 171 0 0 0 inf OK 172 0 0 0 Int OK 173 0 0 0 inf OK 174 0 0 0 int OK 175 0 0 0 inf OK 176 0 0 0 Inf OK 177 0 0 0 inf OK 178 0 0 0 int OK 179 0 0 0 inf OK 180 0 1.77 ACI 18.4.1b 0 Int OK 181 0 0 0 inf OK 182 0 0 0 int OK 183 0 0 0 inf OK 184 0 0 0 inf OK 185 0 0 0 inf OK 186 0 0 0 inf OK 187 0 0 0 int OK 188 0 0 0 inf OK 189 0 0 0 inf OK 190 0 0 0 int OK 191 0 0 0 inf OK 192 0 0 0 Int OK 193 0 0 0 inf OK 194 0 0 0 inf OK 195 0 0 0 Int OK 196 0 0 0 Int OK 197 0 0 0 inf OK 198 0 1.7 ACI 18.4.1b 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 14 Engineers Northwest - 2nd. floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (4) F-g-ttcP # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (inches) 199 0 0 0 int OK 200 0 0 0 inf OK 201 0 0 0 int OK 202 0 2.01 ACI 18.4.1b 0 int OK 203 0 0 0 Inf OK 204 0 0 0 Int OK 205 0 0 0 int OK 206 0 0 0 int OK 207 0 0 0 int OK 208 0 0 0 inf OK 209 0 0 0 inf OK 210 0 0 0 inf OK 211 0 0 0 int OK 212 0 0 0 Inf OK 213 0 0 0 Int OK 214 0 0 0 int OK 215 0 0 0 inf OK 216 0 0 0 inf OK 217 0 0 0 inf OK 218 0 0 0 int OK 219 0 0 0 inf OK 220 0 0 0 inf OK 221 0 0 0 Int OK 222 0 1.07 ACI 18.4.1b 0 inf OK 223 0 0 0 inf OK 224 0 0 0 inf OK 225 0 0 0 int OK 226 0 0 0 inf OK 227 0 0 0 inf OK 228 0 0 0 inf OK 229 0 0 0 inf OK 230 0 0 0 int OK 231 0 0 0 inf OK 232 0 0 0 Inf OK 233 0 0 0 inf OK 234 0 0 0 inf OK 235 0 0 0 inf OK 236 0 0 0 Int OK 237 0 0 0 int OK 238 0 0 0 inf OK 239 0 0 0 int OK 240 0 0 0 inf OK 241 0 0 0 inf OK 242 0 0 0 int OK 243 0 0 0 inf OK 244 0 0 0 inf OK 245 0 0 0 inf OK 246 0 0 0 int OK 247 0 0 0 inf OK 248 0 0 0 inf OK 249 0 0 0 inf OK 250 0 0 0 int OK 251 0 0 0 int OK 252 0 0 0 inf OK 253 0 0 0 inf OK 254 0 0 0 inf OK 255 0 0 0 inf OK 256 0 0 0 inf OK 257 0 0 0 inf OK 258 0 0 0 inf OK 259 0 0 0 inf OK 260 0 0 0 inf OK 261 0 0 0 inf OK 262 0 0 0 int OK 263 0 0 0 inf OK 264 0 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 15 Engineers Northwest - 2nd.floor- Monday April 26, 2003 Transfer LC: Design Section Summary - Continued (5) Ftia U7 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. in.) (inches) 265 0 0 0 Int OK 266 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 16 ki.::$.tx.'�y.t.`::uet :ial.ild„`..� "43+:ifuurn 3•dri'i.. �•,'• ty�.xa.4 �uL:- ,.... Transfer LC: Design Section Stresses Engineers Northwest - 2nd.floor - Monday April 28, 2003 P.2-tc ' t Centroid Conc. Top Conc. Bot Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 1 (-1.258,-110.6,-0.3542) -278 -103 -191 (-2100,-) Gross 2 (-1.258,-79.31,-0.3542) -511 -104 -307 (-2100,-) Gross 3 (1.21,-128.8,-0.3542) -331 -264 -297 (-2100,-) - Gross 4 (1.203,-80,-0.3542) -562 -60.6 -311 (-2100,-) Gross 5 (1.214,-27.47,-0.3542) -508 -285 -396 (-2100,-) - Gross 6 (1.311,-108.8,-0.3542) -294 -125 -210 (-2100,-) Gross 7 (1.277,-50,-0.3542) -350 -238 -294 (-2100,-) Gross 8 (2.994,-122.4,-0.3542) -139 -355 -247 (-2100,-) Gross 9 (2.994,-111.2,-0.3542) -469 -41.2 -255 (-2100,-) Gross 10 (2.994,-108.7,-0.3542) -490 -4.77 -248 (-2100,-) Gross 11 (2.994,-94.97,-0.3542) -16.3 -463 -239 (-2100,-) Gross 12 (2.994,-81.27,-0.3542) -493 -55.5 -274 (-2100,-) Gross 13 (2.994,-78.75,-0.3542) -488 -61.9 -275 (-2100,-) Gross 14 (2.994,-65.04,-0.3542) -108 -388 -248 (-2100,-) Gross 15 (5.626,-51.26,-0.3542) -460 -174 -317 (-2100,-) Gross 16 (5.626,-48.67,-0.3542) -430 -203 -316 (-2100,-) Gross 17 (5.703,-35.01,-0.3542) -125 -237 -181 (-2100,-) Gross 18 (7.47,-21.24,-0.3542) -347 -205 -276 (-2100,-) Gross 19 (7.737,-133.8,-0.3542) -275 -169 -222 (-2100,-) Gross 20 (11.21,-108.8,-0.3542) -47 -372 -210 (-2100,-) Gross 21 (11.41,-80,-0.3542) 50.9 -633 -291 (-2100,-).. - Gross 22 (11.41,-50,-0.3542) -12.4 -574 -293 (-2100,-) Gross 23 (14.81,-27.47,-0.3542) -88.6 -767 -428 (-2100,-) Gross 24 (15.78,-128.8,-0.3542) -96.6 -526 -311 (-2100,-) Gross 25 (15.78,-128.6,-0.3542) -93.8 -522 -308 (-2100,-) Gross 26 (22.08,-108.8,-0.394) -395 77.7 -209 (-2100,-) Gross 27 (22.2,-80,-0.3542) -675 95.9 -289 (-2100,-) Gross 28 (22.2,-50,-0.3542) -631 46.9 -292 (-2100,-) Gross 29 (24.89,-80,-0.3542) -610 43.3 -284 (-2100,-) Gross 30 (24.89,-50,-0.3542) -574 5.54 -284 (-2100,-) Gross 31 (25.01,-108.8,-0.394) -399 -41.7 -258 (-2100,-) Gross 32 (27.45,-111.3,-0.4632) -454 66.7 -213 (-2100,) Gross 33 (27.45,-108.8,-0.4632) -440 62.1 -207 (-2100,-) Gross 34 (26.38,-95.04,-0.3542) -114 -406 -260 (-2100,-) Gross 35 (28.18,-35.01,-0.3542) -345 -321 -333 (-2100,-) Gross 36 (28.48,-122.5,-0.3542) -215 -345 -280 (-2100,-) Gross 37 (28.78,-128.8,-0.3542) -628 64.4 -282 (-2100,-) Gross 38 (28.72,-27.47,-0.3542) -909 105 -402 (-2100,-) Gross 39 (29.67,-81.19,-0.3542) -269 -133 -201 (-2100,-) Gross 40 (29.67,-78.74,-0.3542) -287 -105 -196 (-2100,-) Gross 41 (29.67,-65.04,-0.3542) -99.4 -371 -235 (-2100,-) Gross 42 (29.67,-51.29,-0.3542) -242 -177 -210 (-2100,-) Gross 43 (29.67,-48.7,-0.3542) -339 -173 -256 (-2100,-) Gross 44 (29.66,-21.24,-0.3542) -435 -159 -297 (-2100,-) - Gross 45 (30.63,-133.8,-0.3542) -299 -113 -206 (-2100,-) Gross 46 (31.32,-128.8,-0.3542) -633 120 -256 (-2100,-) - Gross 47 (31.33,-27.47,-0.3542) -794 153 -321 (-2100,-) Gross 48 (36.76,-80,-0.3542) -31.6 -594 -313 (-2100,-) Gross 49 (36.76,-50,-0.3542) -26.4 -558 -292 (-2100,-) Gross 50 (41.55,-108.8,-0.394) -113 -482 -258 (-2100,-) Gross 51 (44.93,-27.47,-0.3542) 108 -638 -265 (-2100,-) Gross 52 (45.76,-128.8,-0.3542) 119 -565 -223 (-2100,-) - Gross 53 (47.78,-80,-0.3542) -609 -81 345 (-2100,-) Gross 54 (47.78,-50,-0.3542) -457 -130 -293 (-2100,) Gross 55 (53.71,-78.74,-0.3542) -414 -214 -314 (-2100,-) Gross 56 (54.02,-73.96,-0.3542) -188 -247 -217 (-2100,-) Gross 57 (54.48,-81.27,-0.3542) -468 -207 -338 (-2100,-) Gross 58 (57.16,-111.2,-0.4578) -378 19.1 -196 (-2100,-) Gross 59 (58.57,-95.04,-0.3542) -118 -371 -245 (-2100,-) Gross 60 (57.3,-108.8,-0.4571) -325 -16.5 -184 (-2100,-) Gross 61 (58.63,-128.8,-0.3542) -656 192 -232 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 17 0 '4 Engineers Northwest - 2nd.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (2) # Centroid (feet) 62 (58.66,-108.8,-0.394) 63 (58.68,-27.47,-0.3542) 64 (59.63,-21.16,-0.3542) 65 (59.71,-48.78,-0.3542) 66 (59.82,-34.99,-0.3542) 67 (60.63,-133.7,-0.3542) 68 (60.67,-122.5,-0.3542) 69 (61.34,-108.8,-0.394) 70 (61.37,-131,-0.3542) 71 (61.34,-27.47,-0.3542) 72 (66.25,-81.31,-0.3542) 73 (66.25,-78.7,-0.3542) 74 (66.25,-68.88,-0.3542) 75 (66.25,-60.85,-0.3542) 76 (68.02,-136.2,-0.3542) 77 (70.53,-50,-0.3542) 78 (70.61,-80,-0.3542) 79 (74.68,-25.27,-0.3542) 80 (75.51,-131,-0.3542) 81 (75.59,-108.8,-0.3542) 82 (85.25,-80,-0.3542) 83 (85.25,-50,-0.3542) 84 (85.4,-81.27,-0.3542) 85 (85.4,-78.8,-0.3542) 86 (85.4,-65.04,-0.3542) 87 (85.4,51.17,-0.3542) 88 (85.4,-48.64,-0.3542) 89 (88.39,-131.3,-0.3542) 90 (88.55,-108.8,-0.3542) 91 (88.74,-25.27,-0.3542) 92 (97.04,-141.1,-0.3542) 93 (89.87,34.99,-0.3542) 94 (89.86,-21.16,-0.3542) 95 (89.86,-18.75,-0.3542) 96 (90.64,-138.8,-0.3542) 97 (90.64,-111.2,-0.3542) 98 (90.64,-108.7,-0.3542) 99 (90.68,-125,-0.3542) 100 (90.68,-95.04,-0.3542) 101 (91.27,-25.27,-0.3542) 102 (91.37,-108.8,-0.3542) 103 (91.46,-133.5,-0.3542) 104 (100.6,50,-0.3542) 105 (100.6,-80,-0.3542) 106 (105,-25.27,-0.3542) 107 (105.8,-133.5,-0.3542) 108 (105.8,-108.8,-0.3542) 109 (109,-78.8,-0.3542) 110 (109.1,-65.04,-0.3542) 111 (113.2,-95.13,-0.3542) 112 (113.2,-125,-0.3542) 113 (113.1,-1B.84,-0.3542) 114 (113.3,-111.3,-0.3542) 115 (113.3,-108.8,-0.3542) 116 (114.4,-48.68,-0.3542) 117 (114.4,-81.24,-0.3542) 118 (114.4,51.12,-0.3542) 119 (117.2,-35.05,-0.3542) 120 (117.2,-21.13,-0.3542) 121 (117.6,-141.2,-0.3542) 122 (117.6,-138.8,-0.3542) Fa -A t9 Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Omits Calc. (Psi) (psi) -364 -24.6 -724 228 -463 -237 -350 -533 -261 397 -310 -396 -353 -268 -200 -234 -171 -313 -242 -325 -65 -222 -428 109 -158 -626 143 -241 -424 -46.8 -235 -271 -96.6 -184 -105 -194 -150 -115 -196 -155 -123 -496 -310 -222 -14.7 -118 -286 -7.25 -147 66.7 -434 -183 45.1 -392 -173 -88.7 -360 -224 108 -403 -148 93.8 -368 -137 -254 -192 -223 -260 -191 -225 -161 -349 -255 -247 -231 -239 -364 -190 -277 -432 95.9 -168 -293 -152 -223 -517 195 -161 -240 -97.2 -169 -189 -403 -296 -543 -29.1 -286 -453 -88.1 -271 -303 -168 -236 -408 -99.7 -254 -343 -103 -223 -224 -349 -286 -91.8 -405 -248 -438 128 -155 -221 -223 -222 -472 61.2 -206 -272 -19.2 -146 303 16.1 -143 78.1 -377 -149 46.2 -408 -181 -238 -254 -246 -246 -71 -158 -78.1 -237 -158 -99.9 -596 -348 -247 -245 -246 -432 -116 -274 -376 -204 -290 -705 -70.5 -388 -413 -213 -313 -306 -167 -237 -243 -207 -225 -228 -381 -305 -538 -157 -347 -258 -89.1 -174 -107 -200 -154 (psi) (Psi) -230 (-2100,-) -248 (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100r) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,) (-2100,-) (lest) (kat) (ksi) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Omits" Indicates the minimum and rnaxdmum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Omits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar 'Cato." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 18 . Ii.SiS� � u6nu-�lwea+.;L..6411+i41YN1N.klW `f ti4�f:.1.�4i.W1YYv; pry+(ti �•,4 1111,1k `'.IYFFiYi[iiP� �l ::✓lY6t}� Engineers Northwest - 2nd.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (3) # Centroid (feet) 123 (117.6,-134.3,-0.3542) 124 (117.6,-87.18,-0.3542) 125 (118.6,-133.5,-0.3542) 126 (118.6,-108.8,-0.3542) 127 (118.7,-25.27,-0.3542) 128 (121.2,-27.49,-0.3542) 129 (121.4,-136.1,-0.3542) 130 (124.4,-57.81,-0.3542) 131 (125.6,-136.2,-0.3542) 132 (144.4,-136.2,-0.3542) 133 (148.5,-136.1,-0.3542) 134 (148.8,-27.49,-0.3542) 135 (151.2,-25.29,-0.3542) 136 (151.4,-108.8,-0.3542) 137 (151.4,-133.5,-0.3542) 138 (151.5,-80,-0.3542) 139 (151.5,-50,-0.3542) 140 (152.8,-141.2,-0.3542) 141 (152.8,-138.8,-0.3542) 142 (152.8,-134.4,-0.3542) 143 (152.8,-87.18,-0.3542) 144 (152.8,-81.16,0.3542) 145 (152.9,-56.8,-0.3542) 146 (152.9,-51.08,-0.3542) 147 (152.9,-48.72,-0.3542) 148 (152.9,-35.19,-0.3542) 149 (152.9,-21.22,-0.3542) 150 (156.8,-18.81,-0.3542) 151 (157.1,-125,-0.3542) 152 (157.1,-111.2,-0.3542) 153 (157.1,-108.8,-0.3542) 154 (157.1,-94.95,-0.3542) 155 (158.3,-65.13,-0.3542) 156 (165,-133.5,-0.3542) 157 (165.1,-108.8,-0.3542) 158 (165.1,-80,-0.3542) 159 (165.1,-25.29,-0.3542) 160 (165.1,50,-0.3542) 161 (173.1,-141.2,-0.3542) 162 (178.6,-108.8,-0.3542) 163 (178.7,-133.5,-0.3542) 164 (178.7,-80,-0.3542) 165 (178.7,-50,-0.3542) 166 (178.7,-25.29,-0.3542) 167 (179.9,-138.8,-0.3542) 168 (179.9,-125.1,-0.3542) 169 (179.9,-111.3,-0.3542) 170 (179.9,-108.7,-0.3542) 171 (179.9,-95.04,-0.3542) 172 (179.9,-81.2,-0.3542) 173 (179.9,-78.89,-0.3542) 174 (179.9,-65.09,-0.3542) 175 (179.9,-51.16,-0.3542) 176 (179.9,-48.68,-0.3542) 177 (179.9,-35.1,-0.3542) 178 (179.9,-21.17,-0.3542) 179 (179.9,-18.81,-0.3542) 180 (181.2,-25.29,-0.3542) 181 (181.3,-133.5,-0.3542) 182 (181.3,-80,-0.3542) 183 (181.3,-108.8,-0.3542) Conc. Top Conc. Bot Conc. Cent. (psi) (Psi) (Psi) -243 -76.4 -160 -222 -236 -229 -319 28.9 -145 -171 -375 -273 -332 61.2 -135 -249 -35.2 -142 -219 -165 -192 -336 -136 -236 -28.5 -363 -196 -3.96 -358 -181 -196 -189 -192 -259 -20.4 -140 -330 67 -132 -185 -363 -274 -312 25.6 -143 -115 -119 -117 -197 -64.9 -131 -191 -88.1 -140 -62.1 -200 -131 -262 -44.3 -153 -211 -179 -195 -134 -213 -173 -239 -185 -212 -370 -336 -353 -246 -265 -255 -242 -317 -279 -474 -172 -323 -376 -80.4 -228 -282 -203 -243 -324 -272 -298 -420 -229 -325 -191 -410 -300 -181 -178 -179 42.8 -401 -179 -223 -274 -248 -37.9 -196 -117 103 -379 -138 1.08 -248 -124 -300 -148 -224 -260 -171 -216 -516 96.2 -210 -217 -33.6 -125 -214 -23.1 -119 -481 192 -145 -278 -162 -220 -242 -284 -263 -328 -140 -234 -305 -156 -230 -100 -379 -240 -334 -134 -234 -312 -156 -234 -140 -358 -249 -276 -194 -235 -323 -184 -254 -219 -295 -257 -427 -81 -254 -439 -90.4 -265 -489 191 -149 -325 46.9 -139 -209 -47 -128 -277 -147 -212 Conc Limits (Psi) (-2100r) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,) (-2100,) (-2100,) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100r) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,) (-2100,) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) Reber Top Rebar Bot Rebar Limits (ksi) (kW) (ksi) • • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation 'Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; W two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 19 '11001:512015'3AIW$F'7!r "+',,M__!YY k`ipJat4M% Engineers Northwest - 2nd.floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (4) ti Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (Icsi) (ksi) 184 (181.4,-50,-0.3542) -180 -56.4 -118 (-2100,-) Gross 185 (194.8,-108.8,-0.3542) -40.6 -350 • -195 (-2100,-) Gross 186 (194.8,-80,-0.3542) 8.2 -277 -135 (-2100,-) Gross 187 (194.9,-131.1,-0.3542) 19.6 -407 -194 (-2100,-) Gross 188 (194.8,-50,-0.3542) 1.81 -221 -110 (-2100,-) Gross 189 (194.8,-25.29,-0.3542) 82.4 -404 -161 (-2100,-) Gross 190 (201.6,-65.04,-0.3542) -95.4 -265 -180 (-2100,-) Gross 191 (201.7,-78.91,-0.3542) -260 -120 -190 (-2100,-) Gross 192 (202.3,-136.2,-0.3542) -75.3 -394 -235 (-2100,-) Gross 193 (195.7,-18.75,-0.3542) 168 -120 24 (-2100,-) Gross 194 (208.5,-80,-0.3542) -285 -7.39 -146 (-2100,-) Gross 195 (208.6,-131,-0.3542) -428 50.4 -189 (-2100,-) Gross 196 (208.5,-50,-0.3542) -204 -19.2 -112 (-2100,-) Gross 197 (208.7,-110.3,-0.3911) -414 -4.23 -254 (-2100,-) Gross 198 (208.7,-27.52,-0.3542) -627 240 -193 (-2100,-) Gross 199 (209.5,-21.17,-0.3542) -350 -184 -267 (-2100,-) Gross 200 (209.8,-48.65,-0.3542) -345 -307 -326 (-2100,-) Gross 201 (209.8,-34.99,-0.3542) -355 -246 -300 (-2100,) Gross 202 (211.1,-27.47,-0.3542) -680 276 -202 (-2100,-) Gross 203 (211.2,-128.8,-0.3542) -464 52.9 -205 (-2100,-) - Gross 204 (211.3,-108.8,-0.394) -295 -26.9 -189 (-2100,-) Gross 205 (211.9,-133.8,-0.3542) -185 -155 -170 (-2100,-) Gross 206 (211.9,-122.5,-0.3542) -163 -262 -212 (-2100,-) Gross 207 (213.1,-111.3,-0.4588) -334 24.2 -170 (-2100,-) Gross 208 (215.2,-108.7,-0.4737) -400 2.61 -209 (-2100,-) Gross 209 (211.9,-95.04,-0.3542) -96.4 -362 -229 (-2100,) Gross 210 (214.3,-81.32,-0.3542) -393 -107 -250 (-2100,-) Gross 211 (222,-80,-0.3542) -291 -178 -234 (-2100,-) Gross 212 (222.1,-50,-0.3542) -203 -198 -201 (-2100,-) Gross 213 (224.8,-27.47,-0.3542) 152 -629 -239 (-2100,) Gross 214 (227.6,-78.88,-0.3542) -345 -45.4 -195 (-2100,-) Gross 215 (227.6,51.31,-0.3542) -346 -76.4 -211 (-2100,-) Gross 216 (227.9,-64.58,-0.3542) -27.6 -382 -205 (-2100,-) Gross 217 (228.9,-128.8,-0.3542) -3.83 -434 -219 (-2100,-) - Gross 218 (228.9,-108.8,-0.394) -93.3 -398 -214 (-2100,-) Gross 219 (233.8,-80,-0.3542) -128 -289 -208 (-2100,-) - Gross 220 (233.8,-50,-0.3542) -141 -248 -194 (-2100,-) Gross 221 (238.6,-128.8,-0.3542) -496 58 -219 (-2100,-) Gross 222 (238.8,-27.47,-0.3542) -802 207 -297 (-2100,-) - Gross 223 (239.5,-21.23,-0.3542) -404 -177 -291 (-2100,-) Gross 224 (241.2,-27.47,-0.3542) -868 110 -379 (-2100,-) Gross 225 (241.4,-128.8,-0.3542) -615 -4.87 -310 (-2100,-) - Gross 226 (241.4,-48.56,-0.3542) -337 -173 -255 (-2100,-) Gross 227 (241.4,-34.99,-0.3542) -372 -279 -325 (-2100,-) Gross 228 (243.4,-122.5,-0.3542) -193 -360 -276 (-2100,-) Gross 229 (243.4,-133.8,-0.3542) -258 -143 -201 (-2100,-) Gross 230 (242.5,-111.2,-0.4649) -407 37.8 -200 (-2100,-) Gross 231 (242.5,-108.7,-0.4640) -380 19.3 -195 (-2100,-) Gross 232 (243.4,-95.04,-0.3542) -121 -373 -247 (-2100,) Gross 233 (245.1,-80,-0.3542) -286 -82.8 -184 (-2100,-) Gross 234 (245.2,-108.8,-0.394) -347 -41.9 -227 (-2100,-) Gross 235 (245.1,-50,-0.3542) -244 -115 -179 (-2100,-) Gross 236 (245.6,-81.3,-0.3542) -297 -125 -211 (-2100,-) Gross 237 (245.6,-78.81,-0.3542) -287 -135 -211 (-2100,-) Gross 238 (245.6,-51.31,-0.3542) -275 -197 -236 (-2100,-) Gross 239 (245.9,-65.04,-0.3542) -121 -387 -254 (-2100,-) Gross 240 (247.8,-108.8,-0.394) -314 32.4 -178 (-2100,-) Gross 241 (247.8,-80,-0.3542) -291 -85.7 -189 (-2100,-) Gross 242 (247.9,50,-0.3542) -236 -126 -181 (-2100,-) Gross 243 (254.1,-27.47,-0.3542) -91.8 -761 -426 (-2100,-) Gross 244 (257.6,-128.8,-0.3542) -173 -512 -343 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; ' -" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. x-12.1 Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 20 Engineers Northwest - 2nd.tloor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (5) # Centroid (feet) 245 (257.8408.8,-0.3542) 246 (258,-80,-0.3542) 247 (258,-50,-0.3542) 248 (261.9,-21.15,-0.3542) 249 (263.7,-133.7,-0.3542) 250 (263.6,-34.99,-0.3542) 251 (263.7,51.41,-0.3542) 252 (263.7,-48.49,-0.3542) 263 (266.6,-122.5,-0.3542) 254 (266.6,-111.3,-0.3542) 255 (266.6,-108.7,-0.3542) 256 (266.6,-94.89,-0.3542) 257 (266.6,-81.27,-0.3542) 258 (266.6,-78.75,-0.3542) 259 (266.6,-65.21,-0.3542) 260 (268.8,50,-0.3542) 261 (268.7,-128.8,-0.3542) 262 (268.6,-80,-0.3542) 283 (268.7,-108.8,-0.3542) 264 (268.8,-27.47,-0.3542) 265 (271.1,-110.6,-0.3542) 266 (271.1,-79.31,-0.3542) Conc. Top Conc. Bot. (Psi) (Psi) -25.5 -354 -46.8 -323 -67.6 -269 -284 -224 -284 -229 -184 -94.9 -264 -114 -242 -129 -157 -273 -349 -108 -362 -84.6 -62.1 -354 -352 -81.3 -318 -116 -129 -270 -163 -186 -333 -214 -284 -106 -311 -110 -510 -281 -285 -98.8 -284 -98 Conc. Cent. (Psi) -190 -185 -168 -254 -256 -140 -189 -186 -215 -229 -223 -208 -217 -217 -200 -175 -274 -195 -211 -396 -192 -191 Conc Umits Rebar Top Rebar Bot. Rebar Limits Calc. (Psi) (ksi) (ksi) (ksi) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) - (-2100,) (-2100,-) - (-2100,-) (-2100,-) (-2100,) - (-2100,) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross RAZ tzz Engineers Northwest, inc. P.S. Transfer LC: Design Section Stresses 21 Engineers Northwest - 2nd.floor - Monday April 28, 2003 Service LC: Design Section Summary # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (Inches) 1 2.4 ACI 18.9.3.3 0 0 inf OK 2 2.4 ACI 18.9.3.3 0 0 int OK 3 2.3 ACI 18.9.3.3 0 0 inf OK 4 2.3 ACI 18.9.3.3 0 0 inf OK 5 1,84 ACI 18.9.3.3 0 0 inf OK 6 2.3 ACI 18.9.3.3 0 0 int OK 7 2.3 ACI 18.9.3.3 0 0 int OK 8 0 0 0 inf OK 9 1.84 ACI 18.9.3.3 0 0 int OK 10 1.84 ACI 18.9.3.3 0 0 int OK 11 0 0 0 inf OK 12 1.84 ACI 18.9.3.3 0 0 int OK 13 1.84 ACI 18.9.3.3 0 0 inf OK 14 0 0 0 Inf OK 15 2.3 ACI 18.9.3.3 0 0 int OK 16 2.3 ACI 18.9.3.3 0 0 inf OK 17 0 1.67 ACI 18.9.3.2 0 inf OK 18 2.3 ACI 18.9.3.3 0 0 inf OK 19 2.3 ACI 18.9.3.3 0 0 int OK 20 0 0 0 Inf OK 21 0 0 0 inf OK 22 0 0 0 inf OK 23 0 0 0 int OK 24 0 0 0 inf OK 25 2.3 ACI 18.9.3.3 0 0 inf OK 26 3.24 ACI 18.9.3.3 0 0 int OK 27 2.3 ACI 18.9.3.3 0 0 inf OK 28 2.3 ACI 18.9.3.3 0 0 Inf OK 29 2.3 ACI 18.9.3.3 0 0 inf OK 30 2.3 ACI 18.9.3.3 0 0 inf OK 31 3.24 ACI 18.9.3.3 0 0 inf OK 32 3.28 ACI 18.9.3.3 0 0 inf OK 33 3.28 ACI 18.9.3.3 0 0 inf OK 34 0 0 0 int OK 35 0 2.11 ACI 18.9.3.2 0 inf OK 36 0 0 0 Inf OK 37 2.3 ACI 18.9.3.3 0 0 inf OK 38 1.84 ACI 18.9.3.3 0 0 int OK 39 2.79 ACI 18.9.3.3 0 0 inf OK 40 2.79 ACI 18.9.3.3 0 0 inf OK 41 0 • 0 0 inf OK 42 2.79 ACI 18.9.3.3 0 0 Int OK 43 2.79 ACI 18.9.3.3 0 0 inf OK 44 2.3 ACI 18.9.3.3 0 0 Inf OK 45 2.32 ACI 18.9.3.3 0 0 int OK 46 2.3 ACI 18.9.3.3 0 0 inf OK 47 1.84 ACI 18.9.3.3 0 0 int OK 48 0 0 0 Inf OK 49 0 0 0 inf OK 50 0 0.588 ACi 18.9.3.2 0 int OK 51 0 0 0 Int OK 52 0 0 0 Inf OK 53 2.3 ACI 18.9.3.3 0 0 int OK 54 2.3 ACI 18.9.3.3 0 0 int OK 55 2.3 ACI 18.9.3.3 0 0 int OK 56 2.3 AOI 18.9.3.3 0 0 int OK 57 2.3 ACI 18.9.3.3 0 0 inf OK 58 3.65 ACI 18.9.3.3 0 0 Int OK 59 0 0 0 int OK 60 3.68 ACI 18.9.3.3 0 0 Int OK 61 2.3 ACI 18.9.3.3 0 0 int OK 62 3.24 ACI 18.9.3.3 0 0 Inf OK 63 1.84 ACI 18.9.3.3 0 0 inf OK 64 2.3 ACI 18.9.3.3 0 0 inf OK 65 2.3 ACI 18.9.3.3 0 0 inf OK 66 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. (&3 Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 22 iay`': 41r, Engineers Northwest - 2nd.floor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (2) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (Inches) 67 2.3 ACI 18.9.3.3 0 0 inf OK 68 0 0 0 Inf OK 69 3.24 ACI 18.9.3.3 0 0 int OK 70 2.3 ACI 18,9.3.3 0 0 Int OK 71 1.84 ACI 18.9.3.3 0 0 Int OK 72 2.3 ACI 18.9.3.3 0 0 Int OK 73 2.3 ACI 18.9.3.3 0 0 inf OK 74 0 0 0 int OK 75 2.3 ACI 18.9.3.3 0 0 inf OK 76 2.3 ACI 18.9.3.3 0 0 Int OK 77 2.3 ACI 18.9.3.3 0 0 Int OK 78 2.3 ACI 18.9.3.3 0 0 Int OK 79 0 0 0 inf OK 80 0 0 0 int OK 81 0 0 0 int OK 82 0 0 0 int OK 83 0 0 0 inf OK 84 2.3 ACI 18.9.3.3 0 0 inf OK 85 2.3 ACI 18.9.3.3 0 0 inf OK 86 0 0 0 inf OK 87 2.3 ACI 18.9.3.3 0 0 inf OK 88 2.3 ACI 18.9.3.3 0 0 In! OK 89 1.84 ACI 18.9.3.3 0 0 Inf OK 90 2.3 ACI 18.9.3.3 0 0 inf OK 91 1.84 ACI 18.9.3.3 0 0 inf OK 92 1.84 ACI 18.9.3.3 0 0 int OK 93 0 0 0 int OK 94 2.33 ACI 18.9.3.3 0 0 Int OK 95 2.33 ACI 18.9.3.3 0 0 inf OK 96 2.3 ACI 18.9.3.3 0 0 Int OK 97 2.3 ACI 18.9.3.3 0 0 inf OK 98 2.3 ACI 18.9.3.3 0 0 int OK 99 0 0 0 inf OK 100 0 0 0 Inf OK 101 1.84 ACI 18.9.3.3 0 0 inf OK 102 2.3 ACI 18.9.3.3 0 0 Int OK 103 1.84 ACI 18.9.3.3 0 0 inf OK 104 2.3 ACI 18.9.3.3 0 0 Int OK 105 2.3 ACI 18.9.3.3 0 0 inf OK 106 0 0 0 inf OK 107 0 0 0 inf OK 108 0 1.56 ACI 18.9.3.2 0 inf OK 109 2.3 ACI 18.9.3.3 0 0 Int OK 110 0 0 0 Inf OK 111 0 0 0 inf OK 112 0 2.19 ACI 18.9.3.2 0 Int OK 113 1.84 ACI 18.9.3.3 0 0 inf OK 114 1.84 ACI 18.9.3.3 0 0 Inf OK 115 1.84 ACI 18.9.3.3 0 0 inf OK 116 2.29 ACI 18.9.3.3 0 0 Int OK 117 2.29 ACI 18.9.3.3 0 0 int OK 118 2.31 ACI 18.9.3.3 0 0 Int OK 119 0 0 0 int OK 120 1.85 ACI 18.9.3.3 0 0 Int OK 121 1.84 ACI 18.9.3.3 0 0 int OK 122 1.84 ACI 18.9.3.3 0 0 Int OK 123 0 0 0 inf OK 124 1.84 ACI 18.9.3.3 0 0 inf OK 125 1.84 ACI 18.9.3.3 0 0 int OK 126 2.3 ACI 18.9.3.3 0 0 Int OK 127 1.84 ACI 18.9.3.3 0 0 inf OK 128 1.84 ACI 18.9.3.3 0 0 int OK 129 1.84 ACI 18.9.3.3 0 0 inf OK 130 2.3 ACI 18.9.3.3 0 0 Int OK 131 0 0 0 inf OK 132 0 0 0 Inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. F Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 23 (0140444A,k ZI.;63 Engineers Northwest - 2nd.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (3) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 133 1.84 ACI 18.9.3.3 0 0 inf OK 134 1.84 ACI 18.9.3.3 0 0 Inf OK 135 1.84 ACI 18.9.3.3 0 0 Inf OK 136 2.3 ACI 18.9.3.3 0 0 Int OK 137 1.84 ACI 18.9.3.3 0 0 inf OK 138 2.3 ACI 18.9.3.3 0 0 Inf OK 139 2.3 ACI 18.9.3.3 0 0 Int OK 140 1.86 ACI 18.9.3.3 0 0 Int OK 141 1.86 ACI 18.9.3.3 0 0 inf OK 142 0 0 0 int OK 143 1.87 ACI 18.9.3.3 0 0 inf OK 144 1.87 ACI 18.9.3.3 0 0 Int OK 145 1.89 ACI '18.9.3.3 0 0 int OK 146 1.89 ACI 18.9.3.3 0 0 int OK 147 1.89 ACI 18.9.3.3 0 0 Inf OK 148 0 1.71 ACI 18.9.3.2 0 Int OK 149 1.89 ACI 18.9.3.3 0 0 int OK 150 1.84 ACI 18.9.3.3 0 0 int OK 151 0 2.65 ACI 18.9.3.2 0 inf OK 152 1.84 ACI 18.9.3.3 0 0 Inf OK 153 1.84 ACI 18.9.3.3 0 0 int OK 154 0 0 0 inf OK 155 0 0 0 inf OK 156 0 0 0 inf OK 157 0 2.41 ACI 18.9.3.2 0 inf OK 158 0 3.71 ACI 18.9.3.2 0 inf OK 159 0 0 0 int OK 160 0 2.57 ACI 18.9.3.2 0 Int OK 161 1.84 ACI 18.9.3.3 0 0 inf OK 162 2.3 ACI 18.9.3.3 0 0 int OK 163 1.84 ACI 18.9.3.3 0 0 inf OK 164 2.3 ACI 18.9.3.3 0 0 int OK 165 2.3 ACI 18.9.3.3 0 0 inf OK 166 1.84 ACI 18.9.3.3 0 0 Inf OK 167 2.28 ACI 18.9.3.3 0 0 inf OK 168 0 1.93 ACI 18.9.3.2 0 inf OK 169 2.28 ACI 18.9.3.3 0 0 Inf OK 170 2.28 ACI 18.9.3.3 0 0 Int OK 171 0 0 0 inf OK 172 2.28 ACI 18.9.3.3 0 0 int OK 173 2.28 ACI 18.9.3.3 0 0 inf OK 174 0 0 0 inf OK 175 2.28 ACI 18.9.3.3 0 0 inf OK 176 2.28 ACI 18.9.3.3 0 0 Inf OK 177 0 2.76 ACI 18.9.3.2 0 inf OK 178 2.28 ACI 18.9.3.3 0 0 Int OK 179 2.28 ACI 18.9.3.3 0 0 inf OK 180 1.84 ACI 18.9.3.3 0 0 inf OK 181 1.84 ACI 18.9.3.3 0 0 inf OK 182 2.3 ACI 18.9.3.3 0 0 int OK 183 2.3 ACI 18.9.3.3 0 0 Inf OK 184 2.3 ACI 18.9.3.3 0 0 Int OK 185 0 0 0 int OK 186 0 0 0 inf OK 187 0 0 0 inf OK 188 0 3.24 ACI 18.9.3.2 0 int OK 189 0 0 0 inf OK 190 0 0 0 Inf OK 191 2.3 ACI 18.9.3.3 0 0 inf OK 192 2.3 ACI 18.9.3.3 0 0 Inf OK 193 1.84 ACI 18.9.3.3 0 0 Int OK 194 2.3 ACI 18.9.3.3 0 0 Int OK 195 2.3 ACI 18.9.3.3 0 0 int OK 196 2.3 ACI 18.9.3.3 0 0 Int OK 197 3.24 ACI 18.9.3.3 0 0 inf OK 198 1.84 ACI 18.9.3.3 0 0 Inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 24 Engineers Northwest - 2nd.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (4) FLE-IZ # As Top Controlling As Bot Controlling As Stir Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. In.) (Inches) 199 2.35 ACI 18.9.3.3 0 0 inf OK 200 2.3 ACI 18.9.3.3 0 0 inf OK 201 0 3.42 ACI 18.9.3.2 0 inf OK 202 1.84 ACI 18.9.3.3 0 0 Inf OK 203 2.3 ACI 18.9.3.3 0 0 inf OK 204 3.24 ACI 18.9.3.3 0 0 inf OK 205 2.61 ACI 18.9.3.3 0 0 Inf OK 206 0 0 0 inf OK 207 3.68 ACI 18.9.3.3 0 0 inf OK 208 3.24 ACI 18.9.3.3 0 0 Inf OK 209 0 0 0 inf OK 210 2.97 ACI 18.9.3.3 0 0 int OK 211 2.3 ACI 18.9.3.3 0 0 inf OK 212 2.3 ACI 18.9.3.3 0 0 Inf OK 213 0 0 0 inf OK 214 2.3 ACI 18.9.3.3 0 0 inf OK 215 2.3 ACI 18.9.3.3 0 0 Inf OK 216 0 0 0 inf OK 217 0 0 0 inf OK 218 0 1.19 ACI 18.9.3.2 0 inf OK 219 0 0 0 inf OK 220 0 0 0 int OK 221 2.3 ACI 18.9.3.3 0 0 inf OK 222 1.84 ACI 18.9.3.3 0 0 Inf OK 223 2.3 ACI 18.9.3.3 0 0 inf OK 224 1.84 ACI 18.9.3.3 0 0 int OK 225 2.3 ACI 18.9.3.3 0 0 inf OK 226 2.54 ACI 18.9.3.3 0 0 Inf OK 227 0 2.85 ACI 18.9.3.2 0 inf OK 228 0 0 0 Int OK 229 2.3 ACI 18.9.3.3 0 0 int OK 230 3.24 ACI 18.9.3.3 0 0 int OK 231 3.24 ACI 18.9.3.3 0 0 inf OK 232 0 0 0 Int OK 233 2.3 ACI 18.9.3.3 0 0 inf OK 234 3.24 ACI 18.9.3.3 0 0 Int OK 235 2.3 ACI 18.9.3.3 0 0 inf OK 236 2.3 ACI 18.9.3.3 0 0 Int OK 237 2.3 ACI 18.9.3.3 0 0 inf OK 238 2.3 ACI 18.9.3.3 0 0 Int OK 239 0 0 0 inf OK 240 3.24 ACI 18.9.3.3 0 0 int OK 241 2.3 ACI 18.9.3.3 0 0 inf OK 242 2.3 ACI 18.9.3.3 0 0 Inf OK 243 0 0 0 int OK 244 0 0 0 inf OK 245 0 0 0 inf OK 246 0 0 0 inf OK 247 0 0 0 inf OK 248 2.3 ACI 18.9.3.3 0 0 Int OK 249 2.3 ACI 18.9.3.3 0 0 int OK 250 0 2.91 ACI 18.9.3.2 0 inf OK 251 2.3 ACI 18.9.3.3 0 0 Int OK 252 2.3 ACI 18.9,3.3 0 0 Inf OK 253 0 0 0 inf OK 254 1.84 ACI 18.9.3.3 0 0 Int OK 255 1.84 ACI 18.9.3.3 0 0 inf OK 256 0 0 0 Int OK 257 1.84 ACI 18.9.3.3 0 0 inf OK 258 1.84 ACI 18.9.3.3 0 0 Int OK 259 0 0 0 inf OK 260 2.3 ACI 18.9.3.3 0 0 Int OK 261 2.3 ACI 18.9.3.3 0 0 Int OK 262 2.3 ACI 18.9.3.3 0 0 Inf OK 263 2.3 ACI 18.9.3.3 0 0 inf OK 264 1.84 ACI 18.9.3.3 0 0 int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 25 Engineers Northwest - 2nd.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (5) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 265 2.38 ACI 18.9.3.3 0 0 inf OK 266 2.38 ACI 18.9.3.3 0 0 Inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 26 • Service LC: Design Section Stresses Engineers Northwest - 2nd.floor- Monday April 28, 2003 rte- (2-27 # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 1 (-1.258,-110.6,-0.3542) -163 -190 -176 (-2250,424) Gross 2 (-1.258,-79.31,-0.3542) -373 -196 -285 (-2250,424) Gross 3 (1.21,-128.8,-0.3542) -132 -418 -275 (-2250,424) Gross 4 (1.203,-80,-0.3542) -317 -258 -288 (-2250,424) Gross 5 (1.214,-27.47,-0.3542) -333 -400 -367 (-2250,424) Gross 6 (1.311,-108.8,-0.3542) -99.5 -289 -194 (-2250,424) Gross 7 (1.277,-50,-0.3542) -193 -350 -271 (-2250,424) Gross 8 (2.994,-122.4,-0.3542) -393 -62.1 -228 (-2250,424) Gross 9 (2.994,-111.2,-0.3542) 49.3 -515 -233 (-2250,424) - Gross 10 (2.994,-108.7,-0.3542) 53 -504 -226 (-2250,424) - Gross 11 (2.994,-94.97,-0.3542) -376 -64.8 -220 (-2250,424) Gross 12 (2.994,-81.27,-0.3542) 78.9 -585 -253 (-2250,424) Gross 13 (2.994,-78.75,-0.3542) 91.6 -599 -254 (-2250,424) Gross 14 (2.994,-65.04,-0.3542) -409 -49.5 -229 (-2250,424) Gross 15 (5.626,51.28,-0.3542) 168 -754 -293 (-2250,424) Gross 16 (5.626,-48.67,-0.3542) 227 -811 -292 (-2250,424) - Gross 17 (5.703,-35.01,-0.3542) -612 277 -167 (-2250,424) Gross 18 (7.47,-21.24,-0.3542) -198 -313 -256 (-2250,424) Gross 19 (7.737,-133.8,-0.3542) -184 -226 -205 (-2250,424) Gross 20 (11.21,-108.8,-0.3542) -290 -99.5 -195 (-2250,424) Gross 21 (11.41,-80,-0.3542) -203 -335 -269 (-2250,424) Gross 22 (11.41,-50,-0.3542) -332 -209 -271 (-2250,424) Gross 23 (14.81,-27.47,-0.3542) -498 -293 -396 (-2250,424) Gross 24 (15.78,-128.8,-0.3542) -362 -208 -285 (-2250,424) Gross 25 (15.78,-128.6,-0.3542) -356 -208 -282 (-2250,424) Gross 26 (22.08,-108.8,-0.394) 42.3 -561 -195 (-2250,424) Gross 27 (22.2,-80,-0.3542) -255 -280 -267 (-2250,424) Gross 28 (22.2,50,-0.3542) -168 -372 -270 (-2250,424) Gross 29 (24.89,-80,-0.3542) -186 -337 -262 (-2250,424) Gross 30 (24.89,-50,-0.3542) -115 -411 -263 (-2250,424) Gross 31 (25.01,-108.8,-0.394) 197 -915 -241 (-2250,424) Gross 32 (27.45,-111.3,-0.4632) -79 -336 -198 (-2250,424) Gross 33 (27.45,-108.8,-0.4632) -39.1 -372 -193 (-2250,424) Gross 34 (26.38,-95.04,-0.3542) -459 -24.4 -242 (-2250,424) - Gross 35 (28.18,-35.01,-0.3542) -808 192 -308 (-2250,424) Gross 36 (28.48,-122.5,-0.3542) -474 -45.6 -260 (-2250,424) Gross 37 (28.78,-128.8,-0.3542) -115 -400 -257 (-2250,424) Gross 38 (28.72,-27.47,-0.3542) -364 -379 -372 (-2250,424) Gross 39 (29.67,-81.19,-0.3542) 300 -673 -187 (-2250,424) Gross 40 (29.67,-78.74,-0.3542) 261 -625 -182 (-2250,424) Gross 41 (29.67,-65.04,-0.3542) -450 14.6 -218 (-2250,424) Gross 42 (29.67,-51.29,-0.3542) 372 -760 -194 (-2250,424) Gross 43 (29.67,-48.7,-0.3542) 373 -846 -237 (-2250,424) Gross 44 (29.66,-21.24,-0.3542) -195 -354 -274 (-2250,424) Gross 45 (30.63,-133.8,-0.3542) -154 -226 -190 (-2250,424) Gross 46 (31.32,-128.8,-0.3542) -160 -310 -235 (-2250,424) Gross 47 (31.33,-27.47,-0.3542) -313 -280 -296 (-2250,424) Gross 48 (36.76,-80,-0.3542) -343 -236 -289 (-2250,424) Gross 49 (36.76,-50,-0.3542) -324 -216 -270 (-2250,424) Gross 50 (41.55,-108.8,-0.394) -504 169 -239 (-2250,424) Gross 51 (44.93,-27.47,-0.3542) -217 -272 -245 (-2250,424) Gross 52 (45.76,-128.8,-0.3542) -255 -155 -205 (-2250,424) Gross 53 (47.78,-80,-0.3542) -268 -370 -319 (-2250,424) Gross 54 (47.78,-50,-0.3542) -158 -384 -271 (-2250,424) Gross 55 (53.71,-78.74,-0.3542) -152 -429 -290 (-2250,424) Gross 56 (54.02,-73.96,-0.3542) -159 -243 -201 (-2250,424) Gross 57 (54.48,-81.27,-0.3542) 221 -848 -314 (-2250,424) Gross 58 (57.16,-111.2,-0.4578) -21.4 -375 -183 (-2250,424) Gross 59 (58.57,-95.04,-0.3542) -470 15.8 -227 (-2250,424) Gross 60 (57.3,-108.8,-0.4571) 36 -418 -172 (-2250,424) Gross 61 (58.63,-128.8,-0.3542) -85.8 -335 -211 (-2250,424) Gross "Centroid" Indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the mwdmum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 27 Af:1YR4!9�'?C w Engineers Northwest - 2nd.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (2) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksl) (ksi) (lcsi) 62 (58.66,-108.8,-0.394) 300 -1010 -216 (-2250,424) Gross 63 (58.68,-27.47,-0.3542) -240 -220 -230 (-2250,424) Gross 64 (59.63,-21.16,-0.3542) -239 -408 -324 (-2250,424) Gross 65 (59.71,-48.78,-0.3542) 403 -1140 -367 (-2250,424) Gross 66 (59.82,-34.99,-0.3542) -769 116 -327 (-2250,424) Gross 67 (60.63,-133.7,-0.3542) -106 -326 -216 (-2250,424) Gross 68 (60.67,-122.5,-0.3542) -446 -3.34 -225 (-2250,424) Gross 69 (61.34,-108.8,-0.394) 242 -902 -209 (-2250,424) Gross 70 (61.37,-131,-0.3542) 128 -415 -143 (-2250,424) Gross 71 (61.34,-27.47,-0.3542) -132 -315 -223 (-2250,424) Gross 72 (66.25,-81.31,-0.3542) 314 -750 -218 (-2250,424) Gross 73 (66.25,-78.7,-0.3542) 85.9 -425 -169 (-2250,424) Gross 74 (66.25,-68.88,-0.3542) -191 -85.9 -138 (-2250,424) Gross 75 (66.25,-60.85,-0.3542) -191 -95.2 -143 (-2250,424) - Gross 76 (68.02,-136.2,-0.3542) -87.7 -486 -287 (-2250,424) Gross 77 (70.53,-50,-0.3542) 358 -577 -109 (-2250,424) Gross 78 (70.61,-80,-0.3542) 260 -531 -135 (-2250,424) Gross 79 (74.68,-25.27,-0.3542) -245 -95.4 -170 (-2250,424) Gross 80 (75.51,-131,-0.3542) -306 -14.4 -160 (-2250,424) Gross 81 (75.59,-108.8,-0.3542) -415 -1.95 -208 (-2250,424) - Gross 82 (85.25,-80,-0.3542) -335 61.5 -137 (-2250,424) Gross 83 (85.25,-50,-0.3542) -368 114 -127 (-2250,424) Gross 84 (85.4,-81.27,-0.3542) 173 -582 -205 (-2250,424) - Gross 85 (85.4,-78.8,-0.3542) 157 -570 -207 (-2250,424) Gross 86 (85.4,-65.04,-0.3542) -453 -14 -233 (-2250,424) Gross 87 (85.4,-51.17,-0.3542) 217 -657 -220 (-2250,424) Gross 88 (85.4,-48.64,-0.3542) 130 -640 -255 (-2250,424) Gross 89 (88.39,-131.3,-0.3542) -18.5 -295 -157 (-2250,424) Gross 90 (88.55,-108.8,-0.3542) 241 -653 -206 (-2250,424) Gross 91 (88.74,-25.27,-0.3542) -19.8 -278 -149 (-2250,424) Gross 92 (97.04,-141.1,-0.3542) -166 -147 -156 (-2250,424) Gross 93 (89.87,-34.99,-0.3542) -625 78 -273 (-2250,424) Gross 94 (89.86,-21.16,-0.3542) -147 -381 -264 (-2250,424) Gross 95 (89.86,-18.75,-0.3542) -354 -147 -251 (-2250,424) Gross 96 (90.64,-138.8,-0.3542) -0.308 -435 -217 (-2250,424) Gross 97 (90.64,-111.2,-0.3542) 258 -723 -233 (-2250,424) - Gross 98 (90.64,-108.7,-0.3542) 295 -704 -204 (-2250,424) Gross 99 (90.68,-125,-0.3542) -650 122 -264 (-2250,424) Gross 100 (90.68,-95.04,-0.3542) -441 -15.2 -228 (-2250,424) Gross 101 (91.27,-25.27,-0.3542) 48.2 -336 -144 (-2250,424) Gross 102 (91.37,-108.8,-0.3542) 378 -789 -205 (-2250,424) Gross 103 (91.46,-133.5,-0.3542) -5.75 -376 -191 (-2250,424) Gross 104 (100.6,50,-0.3542) 332 -601 -135 (-2250,424) Gross .105 (100.6,-80,-0.3542) 277 -543 -133 (-2250,424) Gross 106 (105,-25.27,-0.3542) -227 -48.4 -138 (-2250,424) Gross 107 (105.8,-133.5,-0.3542) -362 25.4 -168 (-2250,424) Gross 108 (105.8,-108.8,-0.3542) -615 161 -227 (-2250,424) Gross 109 (109,-78.8,-0.3542) 193 -480 -144 (-2250,424) Gross 110 (109.1,-65.04,-0.3542) -275 -9.12 -142 (-2250,424) Gross 111 (113.2,-95.13,-0.3542) -481 -161 -321 (-2250,424) Gross 112 (113.2,-125,-0.3542) -759 306 -227 (-2250,424) Gross 113 (113.1,-18.84,-0.3542) -347 -160 -254 (-2250,424) Gross 114 (113.3,-111.3,-0.3542) 229 -763 -267 (-2250,424) Gross 115 (113.3,-108.8,-0.3542) -136 -579 -357 (-2250,424) Gross 116 (114.4,-48.68,-0.3542) 409 -989 -290 (-2250,424) Gross 117 (114.4,-81.24,-0.3542) 399 -836 -219 (-2250,424) Gross 118 (114.4,-51.12,-0.3542) 128 -531 -202 (-2250,424) Gross 119 (117.2,-35.05,-0.3542) -663 99.4 -282 (-2250,424) Gross 120 (117.2,-21.13,-0.3542) -189 -454 -321 (-2250,424) Gross 121 (117.6,-141.2,-0.3542) -171 -150 -161 (-2250,424) Gross 122 (117.6,-138.8,-0.3542) 333 -615 -141 (-2250,424) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation 'Rebar Limits" indicates the ma)dmum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. FL te-lci Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 28 Engineers Northwest - 2nd.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (3) # Centroid (feet) 123 (117.6,-134.3,-0.3542) 124 (117.6,67.18,-0.3542) 125 (118.6,-133.5,-0.3542) 126 (118.6,-108.8,-0.3542) 127 (118.7,-25.27,-0.3542) 128 (121.2,-27.49,-0.3542) 129 (121.4,-136.1,-0.3542) 130 (124.4,-57.81,-0.3542) 131 (125.6,-136.2,-0.3542) 132 (144.4,-136.2,-0.3542) 133 (148.5,-136.1,-0.3542) 134 (148.8,-27.49,-0.3542) 135 (151.2,-25.29,-0.3542) 136 (151.4,-108.8,-0.3542) 137 (151.4,-133.5,-0.3542) 138 (151.5,-80,-0.3542) 139 (151.5,50,-0.3542) 140 (152.8,-141.2,-0.3542) 141 (152.8,-138.8,-0.3542) 142 (152.8,-134.4,-0.3542) 143 (152.8,-87.18,-0.3542) 144 (152.8,-81.16,-0.3542) 145 (152.9,-56.8,-0.3542) 146 (152.9,-51.08,-0.3542) 147 (152.9,-48.72,-0.3542) 148 (152.9,-35.19,-0.3542) 149 (152.9,-21.22,-0.3542) 150 (156.8,-18.81,-0.3542) 151 (157.1,-125,-0.3542) 152 (157.1,-111.2,-0.3542) 153 (157.1,-108.8,-0.3542) 154 (157.1,-94.95,-0.3542) 155 (158.3,-65.13,-0.3542) 156 (165,-133.5,-0.3542) 157 (165.1,-108.8,-0.3542) 158 (165.1,-80,-0.3542) 159 (165.1,-25.29,-0.3542) 160 (165.1,-50,-0.3542) 161 (173.1,-141.2,-0.3542) 162 (178.6,-108.8,-0.3542) 163 (178.7,-133.5,-0.3542) 164 (178.7,-80,-0.3542) 165 (178.7,-50,-0.3542) 166 '• (178.7,-25.29,-0.3542) 167 (179.9,-138.8,-0.3542) 168 (179.9,-125.1,-0.3542) 169 (179.9,-111.3,-0.3542) 170 (179.9,-108.7,-0.3542) 171 (179.9,-95.04,-0.3542) 172 (179.9,-81.2,-0.3542) 173 (179.9,-78.89,-0.3542) 174 (179.9,65.09,-0.3542) 175 (179.9,-51.16,-0.3542) 176 (179.9,-48.68,-0.3542) 177 (179.9,35.1,-0.3542) 178 (179.9,-21.17,-0.3542) 179 (179.9,-18.81,-0.3542) 180 (181.2,-25.29,-0.3542) 181 (181.3,-133.5,-0.3542) 182 (181.3,-80,-0.3542) 183 (181.3,-108.8,-0.3542) Conc. Top (Psi) -290 -172 154 148 110 131 366 -276 67.1 90.5 377 156 169 148 158 397 321 -113 361 -307 -258 377 -157 -80.3 365 -708 -95.4 -292 -776 316 188 -610 -176 -373 -672 -437 -306 -400 -216 419 -27.4 322 357 105 22.1 -664 336 343 -492 233 236 -398 306 300 -698 -40.2 -342 108 29.2 327 357 Conc. Bot. Conc. Cent (Psi) (Psi) -4 -147 -251 -211 -425 -135 -651 -252 -358 -124 -392 -131 -726 -180 -158 -217 -433 -183 -429 -169 -737 -180 -414 -129 -412 -121 -654 -253 -426 -134 -616 -110 -565 -122 -146 -129 -602 -120 24.8 -141 -102 -180 -697 -160 -226 -192 -562 -321 -838 -236 191 -258 -501 -298 -130 -211 331 -223 -864 -274 -785 -299 57.7 -276 -151 -163 39.1 -167 214 -229 218 -109 49.4 -128 169 -115 -199 -208 -818 -200 -363 -195 -555 -117 -579 -111 -374 -135 -429 -203 179 -243 -763 -213 -763 -210 52.5 -220 -661 -214 -663 -214 -56.8 -228 -738 -216 -767 -234 224 -237 -429 -234 -148 -245 -385 -139 -288 -130 -565 -119 -750 -196 Conc Limits (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top (ksi) • Rebar Bot. Rebar Limits (ksi) (ksi) "Centro4d" Indicates the section centrold in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Cala." Indicates the type of calculation used to determine the stresses. �i::a� `Hv :"✓SiixLAt,J+.k..d+�w N«:s.. .w.w.: Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 29 u-> Engineers Northwest - 2nd.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (4) if Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Umits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 184 (181.4,-50,-0.3542) 376 -597 -110 (-2250,424) Gross 185 (194.8,-108.8,-0.3542) -411 45.9 -182 (-2250,424) - Gross 186 (194.8,-80,-0.3542) -368 117 -125 (-2250,424) Gross 187 (194.9,-131.1,-0.3542) -341 -15 -178 (-2250,424) Gross 188 (194.8,-50,-0.3542) -399 194 -102 (-2250,424) Gross 189 (194.8,-25.29,-0.3542) -283 -15.7 -150 (-2250,424) - Gross 190 (201.6,-65.04,-0.3542) -105 -227 -166 (-2250,424) Gross 191 (201.7,-78.91,-0.3542) -28 -323 -176 (-2250,424) Gross 192 (202.3,-136.2,-0.3542) -36.8 -398 -217 (-2250,424) Gross 193 (195.7,-18.75,-0.3542) 176 -133 21.6 (-2250,424) Gross 194 (208.5,-80,-0.3542) 236 -506 -135 (-2250,424) Gross 195 (208.6,-131,-0.3542) 129 -471 -171 (-2250,424) Gross 196 (208.5,-50,-0.3542) 339 -548 -104 (-2250,424) Gross 197 (208.7,-110.3,-0.3911) 219 -956 -240 (-2250,424) Gross 198 (208.7,-27.52,-0.3542) -118 -240 -179 (-2250,424) Gross 199 (209.5,-21.17,-0.3542) -117 -376 -246 (-2250,424) - Gross 200 (209.8,-48.65,-0.3542) 376 -978 -301 (-2250,424) - Gross 201 (209.8,34.99,-0.3542) -826 271 -278 (-2250,424) Gross 202 (211.1,-27.47,-0.3542) -165 -209 -187 (-2250,424) Gross 203 (211.2,-128.8,-0.3542) 112 -485 -187 (-2250,424) Gross 204 (211.3,-108.8,-0.394) 337 -971 -178 (-2250,424) Gross 205 (211.9,-133.8,-0.3542) -40.5 -274 -157 (-2250,424) Gross 206 (211.9,-122.5,-0.3542) -433 39.1 -197 (-2250,424) Gross 207 (213.1,-111.3,-0.4588) -1.27 -344 -159 (-2250,424) Gross 208 (215.2,-108.7,-0.4737) -30.5 -379 -196 (-2250,424) Gross 209 (211.9,95.04,-0.3542) -466 37.5 -214 (-2250,424) Gross 210 (214.3,-81.32,-0.3542) 164 -631 -233 (-2250,424) Gross 211 (222,-80,-0.3542) 38.8 -473 -217 (-2250,424) Gross 212 (222.1,-50,-0.3542) 81.7 -452 -185 (-2250,424) Gross 213 (224.8,-27.47,-0.3542) -156 -284 -220 (-2250,424) Gross 214 (227.6,-78.88,-0.3542) 158 -525 -183 (-2250,424) Gross 215 (227.6,-51.31,-0.3542) 173 -566 -196 (-2250,424) - Gross 216 (227.9,-64.58,-0.3542) -354 -27.9 -191 (-2250,424) Gross 217 (228.9,-128.8,-0.3542) -347 -57.3 -202 (-2250,424) - Gross 218 (228.9,-108.8,-0.394) -483 243 -197 (-2250,424) Gross 219 (233.8,-80,-0.3542) -436 50.3 -193 (-2250,424) Gross 220 (233.8,-50,-0.3542) -431 72.9 -179 (-2250,424) Gross 221 (238.6,-128.8,-0.3542) -44.2 -356 -200 (-2250,424) Gross 222 (238.8,-27.47,-0.3542) -309 -240 -274 (-2250,424) Gross 223 (239.5,-21.23,-0.3542) -162 -376 -269 (-2250,424) Gross 224 (241.2,-27.47,-0.3542) -313 -387 -350 (-2250,424) Gross 225 (241.4,-128.8,-0.3542) -121 -445 -283 (-2250,424) Gross 226 (241.4,-48.56,-0.3542) 328 -800 -236 (-2250,424) Gross 227 (241.4,34.99,-0.3542) -834 232 -301 (-2250,424) Gross 228 (243.4,-122.5,-0.3542) -463 -50.1 -257 (-2250,424) Gross 229 (243.4,-133.8,-0.3542) -110 -261 -185 (-2250,424) Gross 230 (242.5,-111.2,•0.4649) -24.6 -376 -188 (-2250,424) Gross 231 (242.5,-108.7,-0.4649) 17.1 -012 -182 (-2250,424) Gross 232 (243.4,-95.04,-0.3542) -467 9.79 -229 (-2250,424) Gross 233 (245.1,-80,-0.3542) 117 -458 -170 (-2250,424) Gross 234 (245.2,-108.8,-0.394) 273 958 -212 (-2250,424) Gross 235 (245.1,-50,-0.3542) 193 -523 -165 (-2250,424) Gross 236 (245.6,-81.3,-0.3542) 269 -660 -196 (-2250,424) Gross 237 (245.6,-78.81,-0.3542) 301 -692 -196 (-2250,424) Gross 238 (245.6,-51.31,-0.3542) 386 -823 -219 (-2250,424) Gross 239 (245.9,-65.04,-0.3542) -484 13.9 -235 (-2250,424) Gross 240 (247.8,-108.8,-0.394) 131 -624 -167 (-2250,424) Gross 241 (247.8,-80,-0.3542) 103 -451 -174 (-2250,424) Gross 242 (247.9,-50,-0.3542) 188 -522 -167 (-2250,424) Gross 243 (254.1,-27.47,-0.3542) -477 -311 -394 (-2250,424) Gross 244 (257.6,-128.8,-0.3542) -481 -148 -315 (-2250,424) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Umits" Indicates the minimum and maximum allowable concrete stresses; "-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Umits" indicates the maximum allowable reinforcement tensile stresses; ' -" indicates that no stress limit was calculated; it two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 30 A Service LC: Design Section Stresses # Centroid (feet) 245 (257.8,-108.8,-0.3542) 246 (258,-80,-0.3542) 247 (258,50,-0.3542) 248 (261.9,-21.15,-0.3542) 249 (263.7,-133.7,-0.3542) 250 (263.6,-34.99,-0.3542) 251 (263.7,51.41,-0.3542) 252 (263.7,-48.49,-0.3542) 253 (266.6,-122.5,-0.3542) 254 (266.6,-111.3,-0.3542) 255 (266.6,-108.7,-0.3542) 256 (266.6,-94.89,-0.3542) 257 (266.6,-81.27,-0.3542) 258 (266.6,-78.75,-0.3542) 259 (266.6,-65.21,-0.3542) 260 (268.6,-50,-0.3542) 261 (268.7,-128.8,-0.3542) 262 (268.6,-80,-0.3542) 263 (268.7,-108.8,-0.3542) 264 (268.8,-27.47,-0.3542) 265 (271.1,-110.6,-0.3542) 266 (271.1,-79.31,-0.3542) Conc. Top Conc. Bot. Conc. Cent. Conc Limits (Psi) (Psi) (psi) (psi) -262 -92.1 -177 (-2250,424) -294 -47.9 -171 (-2250,424) -384 73.2 -155 (-2250,424) -150 -320 -235 (-2250,424) -188 -286 -237 (-2250,424) -660 403 -129 (-2250,424) 301 -649 -174 (-2250,424) 343 -685 -171 (-2250,424) -410 13.6 -198 (-2250,424) 143 -558 -208 (-2250,424) 162 -567 -203 (-2250,424) -414 32.8 -191 (-2250,424) 198 -596 -199 (-2250,424) 238 -636 -199 (-2250,424) -428 60 -184 (-2250,424) -35.9 -287 -161 (-2250,424) -147 -359 -253 (-2250,424) -76.4 -284 -180 (-2250,424) -113 -277 -195 (-2250,424) -335 -397 -366 (-2250,424) -163 -193 -178 (-2250,424) -157 -197 -177 (-2250,424) Engineers Northwest - 2nd.floor - Monday April 28, 2003 - Continued (5) Rebar Top (ksi) Rebar Bot Rebar Limits (ksi) (ksi) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; °-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 31 ,W «r;'aa.hlY 4x404ibi0x4:404 i Factored LC: Design Section Summary Engineers Northwest - 2nd.floor- Monday April 28, 2003 Fc. -(33 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status ., (sq. in.) (sq. in.) (sq. in.) (inches) 1 0 0 0 inf OK 2 0 0 0 inf OK 3 0 0 0 inf OK 4 0 0 0 Int OK 5 0.485 ACI 18.7 0 0 inf OK 6 0 0 0 inf OK 7 0 0 0 inf OK 8 0 0 0 inf OK 9 0 0 0 inf OK 10 0 0 0 inf OK 11 0 0 0 inf OK 12 0 0 0 Int OK 13 0.106 ACI 18.7 0 0 inf OK 14 0 0 0 inf OK 15 0.00104 ACI 18.7 0 0 inf OK 16 0.416 ACI 18.7 0 0 int OK 17 0 0.406 ACI 18.7 0 inf OK 18 0 0 0 inf OK 19 0 0 0 inf OK 20 0 0 0 int OK 21 0 0 0 inf OK 22 0 0 0 inf OK 23 0 7.78 ACI 18.7 0 inf OK 24 0 0 0 int OK 25 0 0 0 inf OK 26 0 0 0 inf OK 27 0 0 0 inf OK 28 0 0 0 inf OK 29 0 0 0 inf OK 30 0 0 0 inf OK 31 2.46 ACI 18.7 0 0.52 9 ACI 11.4 OK 32 0 0 0 inf OK 33 0 0 0 inf OK 34 0 0 0 int OK 35 0 4.86 ACI 18.7 0 inf OK 36 0 0 0 inf OK 37 0 0 0 inf OK 38 7.39 ACI 18.7 0 0 inf OK 39 4.97 ACI 18.7 0 0 int OK 40 3.99 ACI 18.7 0 0 inf OK 41 0 0 0 inf OK 42 5.99 ACI 18.7 0 0 inf OK 43 6.32 ACI 18.7 0 0 inf OK 44 0 0 0 In! OK 45 0 0 0 inf OK 46 0 0 0 inf OK 47 6.15 ACI 18.7 0 0 Inf OK 48 0 0 0 inf OK 49 0 0 0 inf OK 50 0 0 0 inf OK 51 0 5.12 ACI 18.7 0 inf OK 52 0 0 0 inf OK 53 0 0 0 Int OK 54 0 0 0 Inf OK 55 0 0 0 inf OK 56 0 0 0 inf OK 57 4.02 ACI 18.7 0 0 inf OK 58 0 0 0 inf OK 59 0 0.484 ACI 18.7 0 int OK 60 0 0 0 Inf OK 61 0 0 0 inf OK 62 5.74 ACI 18.7 0 0.83 9 ACI 11.4 OK 63 7.19 ACI 18.7 0 0 Inf OK 64 0 0 0 Int OK 6 65 8.46 ACI 18.7 0 0 inf OK & 6 66 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 32 Engineers Northwest - 2nd.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (2) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (Inches) 67 0 0 0 inf OK 68 0 0 0 int OK 69 3.52 ACI 18.7 0 0.525 9 ACI 11.4 OK 70 0.567 ACI 18.7 0 0 Inf OK 71 7.78 ACI 18.7 0 0 inf OK 72 0.738 ACI 18.7 0 0 Inf OK 73 0 0 0 inf OK 74 0 0 0 inf OK 75 0 0 0 inf OK 76 0 0 0 inf OK 77 0.412 ACI 18.7 0 0 inf OK 78 0 0 0 Inf OK 79 0 0 0 inf OK 80 0 0 0 Int OK 81 0 0 0 Inf OK 82 0 0 0 inf OK 83 .0 0 0 inf OK 84 0 0 0 inf OK 85 0 0 0 inf OK 86 0 0 0 Inf OK 87 1.53 ACI 18.7 0 0 inf OK 88 0.386 ACI 18.7 0 0 inf OK 89 0 0 0 inf OK 90 1.02 ACI 18.7 0 0 Int OK 91 0 0 0 Inf OK 92 0 0 0 int OK 93 0 0 0 inf OK 94 0 0 0 Int OK 95 0 0 0 inf OK 96 0 0 0 inf OK 97 4.57 ACI 18.7 0 0 inf OK 98 5.32 ACI 18.7 0 0 Inf OK 99 0 1.19 ACI 18.7 0 inf OK 100 0 0 0 inf OK 101 0 0 0 inf OK 102 3.63 ACI 18.7 0 0 In! OK 103 0 0 0 inf OK 104 1.15 ACI 18.7 0 0 inf OK 105 0 0 0 Inf OK 106 0 0 0 inf OK 107 0 0 0 inf OK 108 0 0 0 Int OK 109 0.13 ACI 18.7 0 0 int OK 110 0 0 0 inf OK 111 0 0 0 inf OK 112 0 1.11 ACI 18.7 0 inf OK 113 0 0 0 Int OK 114 0.604 ACI 18.7 0 0 inf OK 115 0 0 0 inf OK 116 6.86 ACI 18.7 0 0 Int OK 117 7.95 ACI 18.7 0 0 Int OK 118 0 0 0 Int OK 119 0 0 0 In! OK 120 0 0 0 Inf OK 121 0 0 0 inf OK 122 3.48 ACI 18.7 0 0 inf OK 123 0 0 0 inf OK 124 0 0 0 inf OK 125 0 0 0 inf OK 126 0 0 0 Inf OK 127 0 0 0 inf OK 128 0 0 0 inf OK 129 1.3 ACI 18.7 0 0 inf OK 130 0 0 0 Inf OK 131 0 0 0 inf OK 132 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 33 d4.'i..,t�.iv3:fiiud�..u1i'wJS..,4j Engineers Northwest - 2nd.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (3) # As Top Controlling As Bot Controlling As Shr Stip Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (inches) 133 0.933 ACI 18.7 0 0 inf OK 134 0 0 0 inf OK 135 0 0 0 inf OK 136 0 0 0 inf OK 137 0 0 0 inf OK 138 3.85 ACI 18.7 0 0 inf OK 139 2.66 ACI 18.7 0 0 Int OK 140 0 0 0 inf OK 141 4.65 ACI 18.7 0 0 inf OK 142 0 0 0 inf OK 143 0 0 0 inf OK 144 3.66 ACI 18.7 0 0 inf OK 145 0 0 0 inf OK 146 0 0 0 inf OK 147 1.84 ACI 18.7 0 0 inf OK 148 0 0.504 ACI 18.7 0 inf • OK 149 0 0 0 inf OK 150 0 0 0 inf OK 151 0 2.98 ACI 18.7 0 inf OK 152 3.07 ACI 18.7 0 0 inf OK 153 1.51 ACI 18.7 0 0 inf OK 154 0 0.676 ACI 18.7 0 inf OK 155 0 0 0 inf OK 156 0 0 0 int OK 157 0 1.24 ACI 18.7 0 inf OK 158 0 0.228 ACI 18.7 0 Inf OK 159 0 0 0 inf OK 160 0 0 0 inf OK 161 0 0 0 inf OK 162 5.3 ACI 18.7 0 0 Int OK 163 0 0 0 inf OK 164 2.66 ACI 18.7 0 0 inf OK 165 3.07 ACI 18.7 0 0 inf OK 166 0 0 0 inf OK 167 0 0 0 inf OK 168 0 2.31 ACI 18.7 0 inf OK 169 6.12 ACI 18.7 0 0 inf OK 170 5.84 ACI 18.7 0 0 inf OK 171 0 0.646 ACI 18.7 0 inf OK 172 3.16 ACI 18.7 0 0 inf OK 173 3.25 ACI 18.7 0 0 inf OK 174 0 0 0 inf OK 175 4.83 ACI 18.7 0 0 inf OK 176 4.55 ACI 18.7 0 0 inf OK 177 0 3.2 ACI 18.7 0 inf OK 178 0 0 0 inf OK 179 0 0 0 Inf OK 180 0 0 0 inf OK 181 0 0 0 inf OK 182 2.54 ACI 18.7 0 0 Inf OK 183 3.88 ACI 18.7 0 0 int OK 184 2.97 ACI 18.7 0 0 inf OK 185 0 0 0 int OK 186 0 0 0 inf OK 187 0 0 0 Int OK 188 0 0.278 ACI 18.7 0 Inf OK 189 0 0 0 inf OK 190 0 0 0 inf OK 191 0 0 0 inf OK 192 0 0 0 Inf OK . 193 0.0585 ACI 18.7 0 0 inf OK 194 0.817 ACI 18.7 0 0 inf OK 195 0.369 ACI 18.7 0 0 inf OK 196 1.87 ACI 18.7 0 0 inf OK 197 0.222 ACI 18.7 0 0.721 9 ACI 11.4 OK 198 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. (35. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 34 Engineers Northwest - 2nd.iloor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (4) FL -g- 13C,o. # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (Inches) 199 0 0 0 Int OK 200 7.68 ACI 18.7 0 0 inf OK 201 0 2.33 ACI 18.7 0 inf OK 202 7.26 ACI 18.7 0 0 inf OK 203 0.0525 ACI 18.7 0 0 inf OK 204 4.16 ACI 18.7 0 0.689 9 ACI 11.4 OK 205 0 0 0 int OK 206 0 0 0 inf OK 207 0 0 0 inf OK 208 0 0 0 inf OK 209 0 1.31 ACI 18.7 0 int OK 210 0.908 ACI 18.7 0 0 inf OK 211 0 0 0 inf OK 212 0 0 0 int OK 213 0 5 ACI 18.7 0 int OK 214 0 0 0 inf OK 215 0 0 0 inf OK 216 0 0 0 inf OK 217 0 0 0 inf OK 218 0 0 0 inf OK 219 0 1.79 ACI 18.7 0 inf OK 220 0 0.932 ACI 18.7 0 int OK 221 0 0 0 int OK 222 6.29 ACI 18.7 0 0 inf OK 223 0 0 0 inf OK 224 7.77 ACI 18.7 0 0 inf OK 225 0 0 0 inf OK 226 5.88 ACI 18.7 0 0 int OK 227 0 4.39 ACI 18.7 0 inf OK 228 0 0 0 Int OK 229 0 0 0 inf OK 230 0 0 0 inf OK 231 0 0 0 int OK 232 0 0 0 inf OK 233 0.134 ACI 18.7 0 0 inf OK 234 3.23 ACI 18.7 0 0.572 9 ACI 11.4 OK 235 1.4 ACI 18.7 0 0 int OK 236 5.89 ACI 18.7 0 0 int OK 237 6.45 ACI 18.7 0 0 int OK 238 8.07 ACI 18.7 0 0 inf OK 239 0 1.72 ACI 18.7 0 inf OK 240 0.276 ACI 18.7 0 0 inf OK 241 0 0 0 inf OK 242 0.883 ACI 18.7 0 0 Inf OK 243 0 7.14 ACI 18.7 0 inf OK 244 0 0 0 Int OK 245 0 0 0 Int OK 246 0 0 0 Int OK 247 0 0.783 ACI 18.7 0 inf OK 248 0 0 0 inf OK 249 0 0 0 inf OK 260 0 0.0702 ACI 18.7 0 int OK 251 0 0 0 int OK 252 0 0 0 Int OK 253 0 0 0 Inf OK 254 0 0 0 inf OK 255 0 0 0 inf OK 256 0 0 0 Inf OK 257 0.0597 ACI 18.7 0 0 inf OK 258 0.479 ACI 18.7 0 0 Int OK 259 0 0 0 Inf OK 260 0 0 0 int OK 261 0 0 0 int OK 262 0 0 0 inf OK 263 0 0 0 inf OK 264 0.516 ACI 18.7 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 35 r.w:fi4w:iJiJi.rA'�4ilq iii•tY3aCiu":.1.iA.:J4.Ci(W+,W,'i1.4✓E.:,wMy'1}N?�p�i[%LL7iw Ska411.1 X%.'.'• A Engineers Northwest - 2nd.floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (5) FL -i-(37 # As Top Controlling As Bot Controlling As Shr Stip Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (Inches) 265 0 0 0 Inf OK 266 0 0 0 Inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 36 u'rl' `y.Yu�ui:,j, .i"i Fwti::e`14 Engineers Northwest - 2nd.floor - Monday April 28, 2003 Factored LC: Design Section Stresses # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (psi) (ksi) (ksi) (ksi) 1 (-1.258,-110.6,-0.3542) 272 -271 0.333 (-,-) Gross 2 (-1.258,-79.31,-0.3542) 268 -268 -0.288 (-,-) Gross 3 (1.21,-128.8,-0.3542) 330 -241 44.5 (-,-) Gross 4 (1.203,-80,-0.3542) 446 -421 12.5 (-,-) Gross 5 (1.214,-27.47,-0.3542) 141 -32.9 54.3 (-,-) Gross 6 (1.311,-108.8,-0.3542) 440 -410 14.8 (-,-) Gross 7 (1.277,-50,-0.3542) 159 -118 20.2 (-,-) - - Gross 8 (2.994,-122.4,-0.3542) -827 819 -3.93 (-,-) Gross 9 (2.994,-111.2,-0.3542) 1330 -1320 3.96 (-,-) Gross 10 (2.994,-108.7,-0.3542) 1340 -1310 12.5 (-,) Gross 11 (2.994,-94.97,-0.3542) -1090 1120 14.2 (-,-) Gross 12 (2.994,-81.27,-0.3542) 1420 -1370 21.2 (-,) Gross 13 (2.994,-78.75,-0.3542) 1420 -1370 23 (-,-) Gross 14 (2.994,-65.04,-0.3542) -943 983 20 (-,) - Gross 15 (5.626,51.26,-0.3542) 1520 -1480 21.7 (-,-) Gross 16 (5.626,-48.67,-0.3542) 1590 -1570 10.4 (-,-) Gross 17 (5.703,-35.01,-0.3542) -1610 1580 -17 (-,-) Gross 18 (7.47,-21.24,-0.3542) 129 -132 -1.62 (-;) Gross 19 (7.737,-133.8,-0.3542) 72.3 -60.4 5.91 (-,) Gross 20 (11.21,-108.8,-0.3542) -808 839 15.3 (-,-) - Gross 21 (11.41,-80,-0.3542) -848 866 8.97 (-,-) Gross 22 (11.41,-50,-0.3542) -1080 1110 17.6 (-,-) - Gross 23 (14.81,-27.47,-0.3542) -1280 1410 65.6 (-4 Gross 24 (15.78,-128.8,-0.3542) -873 971 48.8 (-,-) Gross 25 (15.78,-128.6,-0.3542) -864 961 48.6 (-,-) Gross 26 (22.08,-108.8,0.394) 987 -1470 18 (-,) Gross 27 (22.2,-80,-0.3542) 845 -841 2.37 (-;) Gross 28 (22.2,-50,-0.3542) 963 -933 15.3 (-,-) Gross 29 (24.89,-80,-0.3542) 952 -936 8.31 (-,-) Gross 30 (24.89,-50,-0.3542) 1070 -1030 23 (-,-) Gross 31 (25.01,-108.8,-0.394) 1480 -2200 30.1 (-,-) Gross 32 (27.45,-111.3,-0.4632) 864 -990 5.06 (-,) Gross 33 (27.45,-108.8,-0.4632) 923 -1050 7.52 (-,-) Gross 34 (26.38,-95.04,-0.3542) -1070 1100 13.5 (-,) Gross 35 (28.18,35.01,-0.3542) -1580 1610 15.4 (-,-) Gross 36 (28.48,-122.5,-0.3542) -919 940 10.5 (-,-) Gross 37 (28.78,-128.8,-0.3542) 1240 -1150 44.6 (-,-) Gross 38 (28.72,-27.47,-0.3542) 1350 -1190 79.2 (-,-) Gross 39 (29.67,-81.19,-0.3542) 1510 -1460 27.4 (-,-) Gross 40 (29.67,-78.74,-0.3542) 1430 -1370 29.4 (-,-) Gross 41 (29.67,-65.04,-0.3542) -1050 1100 27.1 (-,-) Gross 42 (29.67,51.29,-0.3542) 1570 -1510 29.5 (-,) Gross 43 (29.67,-48.7,-0.3542) 1770 -1720 24 (-,) Gross 44 (29.66,-21.24,-0.3542) 226 -212 7.12 (-,-) Gross 45 (30.63,-133.8,-0.3542) 139 -125 6.92 (-,-) Gross 46 (31.32,-128.8,-0.3542) 1060 -947 58.9 (-,) Gross 47 (31.33,-27.47,-0.3542) 1160 -969 94.7 (-,-) Gross 48 (36.76,-80,-0.3542) -948 941 -3.65 (-,-) Gross 49 (36.76,-50,-0.3542) -860 894 17.3 (-,-) Gross 50 (41.55,-108.8,-0.394) -1210 1980 48.5 (-,) Gross 51 (44.93,-27.47,-0.3542) -787 1010 112 (-,-) Gross 52 (45.76,-128.8,-0.3542) -1110 1220 51.7 (-,-) Gross 53 (47.78,-80,-0.3542) 814 -837 -11.4 (-,-) Gross 54 (47.78,-50,-0.3542) 788 -765 11.5 (-,-) Gross 55 (53.71,-78.74,-0.3542) 687 -631 28.2 (-,-) Gross 56 (54.02,-73.96,-0.3542) 65.2 -36 14.6 (-,-) Gross 57 (54.48,-81.27,-0.3542) 1770 -1740 15.5 (-,) Gross 58 (57.16,-111.2,-0.4578) 867 -1000 10.8 (-,-) Gross 59 (58.57,-95.04,-0.3542) -1100 1140 19.2 (-,-) Gross 60 (57.3,-108.8,-0.4571) 880 -1010 14.1 (-,-) Gross 61 (58.63,-128.8,-0.3542) 1390 -1260 64.8 (-,-) Gross Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; '=" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 37 "•;5i. w.V .:.J•l:i. S'' i�:I.v,':::.s7.:tr4�..i f'Wtai»iLu.:.µu#.<±ni..`..rfi�:iivaii; i.. _JtF "'Lw�+r.Uatw"� A+#' Engineers Northwest - 2nd.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (2) Fc -i2-1 35 # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Umits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 62 (58.66,-108.8,-0.394) 1760 -2570 53.4 (-,-) Gross 63 (58.68,-27.47,-0.3542) 1370 -1100 132 (-,-) Gross 64 (59.63,-21.16,-0.3542) 229 -211 9.06 (-,-) Gross 65 (59.71,-48.78,-0.3542) 2220 -2250 -14.8 (-,-) Gross 66 (59.82-34.99,-0.3542) -1580 1600 7.87 (-,-) Gross 67 (60.63,-133.7,-0.3542) 105 -89.7 7.84 (-,-) Gross 68 (60.67,-122.5,-0.3542) -976 1000 12.6 (-,-) Gross 69 (61.34,-108.8,-0.394) 1600 -2310 58.4 (-,-) Gross 70 (61.37,-131,-0.3542) 1340 -1220 57.7 (-,-) Gross 71 (61.34,-27.47,-0.3542) 1470 -1190 144 (-,-) Gross 72 (66.25,-81.31,-0.3542) 1850 -1850 2.19 (-,-) Gross 73 (66.25,-78.7,-0.3542) 970 -944 13.4 (-;) Gross 74 (66.25,-68.88,-0.3542) -233 312 39.6 (-,-) Gross 75 (66.25,-60.85,-0.3542) -211 287 38 (-,) Gross 76 (68.02,-136.2,-0.3542) 65.8 -63.6 1.12 (-,-) Gross 77 (70.53,-50,-0.3542) 1690 -1350 171 (-,) Gross 78 (70.61,-80,-0.3542) 1590 -1250 167 (-,-) Gross 79 (74.68,-25.27,-0.3542) -805 1040 117 (-3-) Gross 80 (75.51,-131,-0.3542) -958 1070 56.9 (-,) Gross 81 (75.59,-108.8,-0.3542) -890 1040 73.3 (-,-) Gross 82 (85.25,-80,-0.3542) -1110 1420 157 (-,-) Gross 83 (85.25,-50,-0.3542) -1170 1520 174 (-,-) Gross 84 (85.4,-81.27,-0.3542) 1040 -1050 -6.48 (-,) Gross 85 (85.4,-78.8,-0.3542) 1030 -1050 -5.14 (-,) Gross 86 (85.4,-65.04,-0.3542) -837 891 26.9 (-;) Gross 87 (85.4,-51.17,-0.3542) 1180 -1190 -8.44 (-,) Gross 88 (85.4,-48.64,-0.3542) 1190 -1210 -13.6 (-,) - Gross 89 (88.39,-131.3,-0.3542) 1140 -999 68.4 (-,-) Gross 90 (88.55,-108.8,-0.3542) 1420 -1280 68.3 (-,) Gross 91 (88.74,-25.27,-0.3542) 1140 -905 117 (-,) Gross 92 (97.04,-141.1,-0.3542) 162 -160 1.17 (-,-) - Gross 93 (89.87,-34.99,-0.3542) -1430 1430 1 (-,-) Gross 94 (89.86,-21.16,-0.3542) 726 -719 3.28 (-,-) Gross 95 (89.86,-18.75,-0.3542) 174 -176 -1.25 (-,-) Gross 96 (90.64,-138.8,-0.3542) 635 -612 11.5 (-,) Gross 97 (90.64,-111.2,-0.3542) 1660 -1610 25.9 (-,-) Gross 98 (90.64,-108.7,-0.3542) 1570 -1510 30.1 (-,-) - Gross 99 (90.68,-125,-0.3542) -1370 1400 18.6 (-,-) Gross 100 (90.68,-95.04,-0.3542) -1090 1130 20.2 (-,) - Gross 101 (91.27,-25.27,-0.3542) 1220 -980 118 (-,-) Gross 102 (91.37,-108.8,-0.3542) 1650 -1510 67.2 (-,) Gross 103 (91.46,-133.5,-0.3542) 1190 -1070 62.7 (-,) Gross 104 (100.6,50,-0.3542) 1760 -1400 180 (-,) Gross 105 (100.6,-80,-0.3542) 1640 -1330 158 (-,) Gross 106 (105,-25.27,-0.3542) -786 1020 115 (-,) Gross 107 (105.8,-133.5,-0.3542) -1110 1270 79.5 (-,-) Gross 108 (105.8,-108.8,-0.3542) -1130 1220 44.6 (-,) Gross 109 (109,-78.8,-0.3542) 1170 -1130 20.3 (-,-) Gross 110 (109.1,-65.04,-0.3542) -559 623 32 (-,) Gross 111 (113.2,-95.13,-0.3542) -1250 1230 -13 (-,-) Gross 112 (113.2,-125,-0.3542) -1640 1620 -10.8 (-,-) Gross 113 (113.1,-18.84,-0.3542) 148 -148 -0.273 (-,-) Gross 114 (113.3,-111.3,-0.3542) 1440 -1500 -31.3 (-,-) Gross 115 (113.3,-108.8,-0.3542) 1300 -1340 -22.1 (-,-) Gross 116 (114.4,-48.68,-0.3542) 2060 -2020 16.4 (-,-) Gross 117 (114.4,-81.24,-0.3542) 1790 -1780 3.48 (-,-) Gross 118 (114.4,51.12,-0.3542) 1160 -1090 33.4 (-,) Gross 119 (117.2,-35.05,-0.3542) -1440 1450 7.55 (-,) Gross 1p (117.2,-21.13,-0.3542) 628 -609 9.33 (-,-) - - Gross 121 (117.6,-141.2,-0.3542) 188 -191 -1.27 (-,) Gross 122 (117.6,-138.8,-0.3542) 1090 -1080 9.4 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Omits" Indicates the minimum and maximum allowable concrete stresses; "" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Omits" indicates the maximum allowable reinforcement tensile stresses; "=' indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 38 Engineers Northwest - 2nd.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (3) # Centroid Conc. Top Conc. Bot Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 123 (117.6,-134.3,-0,3542) -284 292 3.73 (-,-) Gross 124 (117.6,-87.18,-0.3542) -17.8 15.1 -1.36 (-,-) Gross 125 (118.6,-133.5,-0.3542) 1300 -1110 96.3 (-,-) Gross 126 (118.6,-108.8,-0.3542) 696 -667 14.4 (-,-) Gross 127 (118.7,-25.27,-0.3542) 1240 -1010 115 (-,-) Gross 128 (121.2,-27.49,-0.3542) 1130 -856 135 (-,-) Gross 129 (121.4,-136.1,-0.3542) 1780 -1520 129 (-,-) Gross 130 (124.4,-57.81,-0.3542) 95.2 -60.8 17.2 (-,-) Gross 131 (125.6,-136.2,-0.3542) 452 -194 129 (-,-) Gross 132 (144.4,-136.2,-0.3542) 418 -160 129 (-,-) Gross 133 (148.5,-136.1,-0.3542) 1700 -1440 129 (-,-) Gross 134 (148.8,-27.49,-0.3542) 1190 -906 140 (-,-) Gross 135 (151.2,-25.29,-0.3542) 1350 -1110 119 (-,-) Gross 136 (151.4,-108.8,-0.3542) 691 -665 13.1 (-,-) Gross 137 (151.4,-133.5,-0.3542) 1260 -1070 96.4 (-,-) Gross 138 (151.5,-80,-0.3542) 1360 -1080 137 (-,-) Gross 139 (151.5,-50,-0.3542) 1520 -1230 145 (-,-) Gross 140 (152.8,-141.2,-0.3542) 178 -179 -0.415 (-,-) Gross 141 (152.8,-138.8,-0.3542) 1080 -1050 11 (-,) Gross 142 (152.8,-134.4,-0.3542) -264 281 8.51 (-,-) Gross 143 (152.8,-87.18,-0.3542) -304 309 2.61 (-.-) Gross 144 (152.8,-81.16,-0.3542) 1210 -1210 -1.74 (-,-) Gross 145 (152.9,56.8,-0.3542) -32.8 28.3 -2.24 (-,-) Gross 146 (152.9,-51.08,-0.3542) 1140 -1120 7.82 (-,-) Gross 147 (152.9,-48.72,-0.3542) 1580 -1580 1.17 (-,-) Gross 148 (152.9,-35.19,-0.3542) -1490 1510 6.88 (-,-) Gross 149 (152.9,-21.22,-0.3542) 714 -695 9.32 (-,-) Gross 150 (156.8,-18.81,-0.3542) 160 -159 0.462 (-,-) Gross 151 (157.1,-125,-0.3542) -1580 1580 0.814 (-,-) Gross 152 (157.1,-111.2,-0.3542) 1550 -1580 -18.1 (-,-) Gross 153 (157.1,-108.8,-0.3542) 1440 -1460 -10.8 (-,-) Gross • ' i 154 (157.1,-94.95,-0.3542) -1380 1380 -0.363 (-,-) Gross 155 (158.3,-65.13,-0.3542) -59.4 118 29.2 (-,-) - Gross 156 (165,-133.5,-0.3542) -1180 1330 74.1 (-,-) Gross 157 (165.1,-108.8,-0.3542) -1380 1470 49 (-,-) Gross 158 (165.1,-80,-0.3542) -1110 1360 126 (-,-) - Gross 159 (165.1,-25.29,-0.3542) -1100 1340 121 (-,-) Gross 160 (165.1,-50,-0.3542) -1080 1350 139 (-,-) Gross 161 (173.1,-141.2,-0.3542) 168 -168 0.0703 (-,-) Gross 162 (178.6,-108.8,-0.3542) 1780 -1660 63.4 (-,-) Gross 163 (178.7,-133.5,-0.3542) 1190 -1070 62.3 (-,-) Gross 164 (178.7,-80,-0.3542) 1510 -1260 122 (-,) Gross 165 (178.7,-50,-0.3542) 1560 -1280 138 (-;) - Gross 166 (178.7,-25.29,-0.3542) 1440 -1190 121 (-,-) - - Gross '167 (179.9,-138.8,-0.3542) 627 -606 10.5 (-,-) Gross 168 (179.9,-125.1,-0.3542) -1350 1390 16.3 (-,-) Gross 169 (179.9,-111.3,-0.3542) 1670 -1610 28.3 (-,) Gross 170 (179.9,-108.7,-0.3542) 1620 -1560 33.3 (-,-) Gross 171 (179.9,-95.04,-0.3542) -1210 1250 19.2 (-,-) Gross 172 (179.9,-81.2,-0.3542) 1410 -1400 3.73 (-,-) Gross 173 (179.9,-78.89,-0.3542) 1410 -1400 6.92 (-,-) Gross 174 (179.9,-65.09,-0.3542) -785 828 21.1 (-,-) Gross 175 (179.9,-51.16,-0.3542) 1540 -1530 2.11 (-,-) Gross 176 (179.9,-48.68,-0.3542) 1580 -1580 -3.4 (-,-) Gross 177 (179.9,-35.1,-0.3542) -1530 1520 -4.46 (-,-) Gross 178 (179.9,-21.17,-0.3542) 758 -755 1.75 (-,-) Gross 179 (179.9,-18.81,4.3542) 171 -175 -1.94 (-,-) Gross 180 (181.2,-25.29,-0.3542) 1440 -1200 119 (-,) Gross 181 (181.3,-133.5,-0.3542) 931 -820 55.3 (-,-) Gross 182 (181.3,-80,-0.3542) 1500 -1260 121 (-,-) Gross 183 (181.3,-108.8,-0.3542) 1660 -1540 62.9 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Umits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calo." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 39 'NW Engineers Northwest - 2nd.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (4) FL -R- l+l # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (fit) (Psi) (Psi) (psi) (psi) (ksi) (ksi) (ksi) 184 (181.4,-50,-0.3542) 1540 -1270 137 (-,-) Gross 185 (194.8,-108.8,-0.3542) -1050 1170 62.6 (-,-) - - Gross 186 (194.8,-80,-0.3542) -1020 1270 125 (-,-) Gross 187 (194.9,-131.1,-0.3542) -1030 1150 62.4 (-,-) Gross 188 (194.8,-50,-0.3542) -1100 1380 139 (-,-) Gross 189 (194.8,-25.29,-0.3542) -1000 1240 117 (-,-) Gross 190 (201.6,-65.04,-0.3542) -41.4 127 42.9 (-,-) Gross 191 (201.7,-78.91,-0.3542) 496 -481 7.33 (-,-) Gross 192 (202.1-136.2,-0.3542) 69.9 -68 0.94 (-,-) Gross 193 (195.7,-18.75,-0.3542) 126 -68.5 29 (-,-) Gross 194 (208.5,-80,-0.3542) 1360 -1080 139 (-,-) - Gross 195 (208.6,-131,-0.3542) 1320 -1200 60 (-,-) Gross 196 (208.5,50,-0.3542) 1460 -1170 144 (-,-) Gross 197 (208.7,-110.3,-0.3911) 1760 -2570 66.1 (-,-) - - Gross 198 (208.7,-27.52,-0.3542) 1380 -1090 141 (-,-) Gross 199 (209.5,-21.17,-0.3542) 300 -281 9.17 (-,-) Gross 200 (209.8,-48.65,-0.3542) 1730 -1760 -15.5 (-,-) Gross 201 (209.134.99,-0.3542) -1590 1610 10.1 (-,-) Gross 202 (211.1,-27.47,-0.3542) 1380 -1110 132 (-,-) Gross 203 (211.2,-128.8,-0.3542) 1420 -1290 64.3 (-,-) Gross 204 (211.3,-108.8,-0.394) 1630 -2400 42.7 (-,) Gross 205 (211.9,-133.8,-0.3542) 168 -154 6.78 (-,-) Gross 206 (211.9,-122.5,-0.3542) -936 959 11.7 (-,-) Gross 207 (213.1,-111.3,-0.4588) 805 -931 8.54 (-,-) Gross 208 (215.2,-108.7,-0.4737) 927 -1000 14 (-,-) Gross 209 (211.9,-95.04,-0.3542) -1120 1160 16.7 (-,) Gross 210 (214.3,-8132,-0.3542) 1380 -1350 14.4 (-,-) Gross 211 (222,-80,-0.3542) 823 -848 -12.7 (-,-) Gross 212 (222.1,-50,-0.3542) 764 -759 2.72 (-,-) Gross 213 (224.8,-27.47,-0.3542) -760 1000 121 (-,-) Gross 214 (227.6,-78.88,-0.3542) 1360 -1290 35.7 (-,-) Gross 215 (227.6,5131,-0.3542) 1390 -1310 38.8 (-,-) Gross 216 (227.9,64.51-0.3542) -927 991 32 (-,-) Gross 217 (228.9,-128.8,-0.3542) -1090 1190 49.3 (-,-) Gross 218 (228.9,-108.8,-0.394) -1230 2010 45.4 (-,-) Gross 219 (233.8,-80,-0.3542) -984 970 -7.22 (-,-) Gross 220 (233.8,50,-0.3542) -896 914 9.04 (-,-) Gross 221 (238.6,-128.8,-0.3542) 1000 -886 58.9 (-,-) Gross 222 (238.8,-27.47,-0.3542) 1180 -989 97.8 (-,-) Gross 223 (239.5,-21.23,-0.3542) 261 -246 7.64 (-,-) Gross 224 (241.2,-27.47,-0.3542) 1410 -1240 82.8 (-,-) Gross 225 (241.4,-128.8,-0.3542) 1210 -1110 46.4 (-,) Gross 228 (241.4,-48.56,-0.3542) 1650 -1600 27.7 (-,-) Gross 227 (241.4,-34.99,-0.3542) -1560 1590 14.7 (-,-) Gross 228 (243.4,-122.5,-03542) -920 940 9.98 (-,-) Gross 229 (243.4,-133.8,-03542) 188 -173 7.49 (-,-) Gross 230 (242.5,-11t2,-0.4649) 907 -1040 2.95 (-,) Gross 231 (242.5,-108.7,-0.4649) 950 -1080 6.3 (-,-) Gross 232 (243.4,-95.04,-0.3542) -1070 1100 15.8 (-,-) Gross 233 (245.1,-80,-0.3542) 935 -928 3.57 (-,) Gross 234 (245.2,-108.8,-0.394) 1550 -2310 27.9 (-,-) - Gross 235 (245.1,-50,-0.3542) 1050 -1020 15 (-,-) Gross 236 (245.6,-81.3,-0.3542) 1480 -1430 23.4 (-,) Gross 237 (245.6,-7181,-0.3542) 1530 -1480 25.1 (-,-) Gross 238 (245.6,51.31,-0.3542) 1680 -1630 27.7 (-,-) Gross 239 (245.9,-65.04,-0.3542) -1070 1130 25.3 (-,-) Gross 240 (247.8,-108,8,-0.394) 1060 -1580 16.3 (-,-) Gross 241 (247.8,-80,-0.3542) 896 -898 -0.942 (-,-) Gross 242 (247.9,-50,-0.3542) 987 -969 9.02 (-,-) Gross 243 (254.1,-27.47,-0.3542) -1160 1310 71.8 (-,-) Gross 244 (257.6,-128.8,-0.3542) -992 1090 50.1 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. 'Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Reber Limits" indicates the maodmum allowable reinforcement tensile stresses; "" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 40 N. Engineers Northwest - 2nd.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (5) Si Centroid Conc. Top Conc. Bot. Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 245 (257.8,-108.8,-0.3542) -772 801 14.6 (-,-) Gross 246 (258,-80,-0.3542) -814 823 4.37 (-,-) - Gross 247 (258,50,-0.3542) -1020 1040 10.2 (-,-) Gross 248 (261.9,-21.15,-0.3542) 159 -172 -6.14 (-,-) Gross 249 (263.7,-133.7,-0.3542) 111 -105 3.34 (-,-) Gross 250 (263.6,-34.99,-0.3542) -1570 1520 -23.2 (-,-) Gross 251 (263.7,51.41,-0.3542) 1380 -1360 9.26 (-,-) Gross 252 (263.7,-48.49,-0.3542) 1430 -1430 1.18 (-,-) Gross 253 (266.6,-122.5,-0.3542) -814 801 -6.12 (-,-) Gross 254 (266.6,-111.3,-0.3542) 1270 -1260 2.54 (-,) Gross 255 (266.6,-108.7,-0.3542) 1320 -1300 9.29 (-,-) Gross 256 (266.6,-94.89,-0.3542) -1070 1100 10.9 (-,-) Gross 257 (266.6,-81.27,-0.3542) 1380 -1350 16.5 (-,-) Gross 258 (266.6,-78.75,-0.3542) 1410 -1380 17.5 (-,-) Gross 259 (266.6,65.21,-0.3542) -919 948 14.7 (-,-) Gross 260 (268.6,-50,-0.3542) 195 -167 14.2 (-,-) Gross 261 (268.7,-128.8,-0.3542) 305 -215 44.6 (-,-) Gross 262 (268.6,-80,-0.3542) 429 -411 9.24 (-,) Gross 263 (268.7,-108.8,-0.3542) 434 -405 14.4 (-,-) Gross 264 (268.8,-27.47,-0.3542) 149 -36.3 56.6 (-,-) Gross 265 (271.1,-110.6,-0.3542) 291 -290 0.38 (-,-) Gross 266 (271.1,-79.31,-0.3542) 282 -282 -0.299 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and mEudmum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the ma3dmum allowable reinforcement tensile stresses;'-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 41 Engineers Northwest Floor Analysis and Design of Concrete Slabs Dept. of Homeland Security Third Floor Level Engineers Northwest, Inc. P.S. 6869 Woodlawn Ave. N.E. Seattle, WA 98115 206-525-7560 Fax 206-522-6698 3rd.floor Project Number Monday April 28, 2003 Floor m 1993.2001 Bommer Coleman, Inc. v1.04C ',k`r.�i:4i:�:1�i'.K�}Yik:•:�a:(i«�V°ii`wii'w1 1Zre . W JU U O U• ul� WI N LL w0 2 u-< zd I.- W z� I- 0 zI- O N O I -- W • W I— H u.r6 . W • = 0 z Report Contents Report Cover Report Contents Loadings and Load Cases Element Mesh Plan Banded Tendon Pian Distributed Tendon Plan Other Dead Ldg Plan Live Ldg Plan Transfer Max Top Stress Plan Transfer LC: Design Section Summary Transfer LC: Design Section Stresses Service LC: Design Section Summary Service LC: Design Section Stresses Factored LC: Design Section Summary Factored LC: Design Section Stresses Engineers Northwest - 3rd.floor - Monday April 28, 2003 Engineers Northwest, Inc. P.S. Report Contents 2 ' Loadings and Load Cases — Transfer LC 1.08 x Balance Loading 1 x Self -Dead Loading 0 x Live Ldg 0 x Secondary Loading 0 x Other Dead Ldg Engineers Northwest - 3rd.floor- Monday April 28, 2003 Fi2I4 Service LC 1 x Balance Loading 1 x Self -Dead Loading 1 x Live Ldg 0 x Secondary Loading 1 x Other Dead Ldg Factored LC 0 x Balance Loading 1.4 x Self -Dead Loading 1.7 x Live Ldg 1 x Secondary Loading 1.4 x Other Dead Ldg Engineers Northwest, Inc. P.S. Loadings and Load Cases 3 .�. nf+.i t:'��,UF..^�ias*x:a;, rsi�ir�iir:�+i�G�u+w�i'',y�a�`:�:a,"'�' ' :s,�suWieka,;�.a:.iu•:�i�i Element Mesh Plan Engineers Northwest - 3rd.floor - Monday April 28, 2003 F (49 ealk S1:552 �x �iu PPS * WaIle Below s4tr,Cobmi Below Slab was Above Sl�Coke= Above SlakSlabe.Sl b F. Ir■■■■■UMAIM11 IM ■i�■■■■■■.ic,r■■11■■IIMMWO�■■ ■.■11r�A■ I al i r■■■■MII r,i■■11.J■■ Iril■■■■ ■ ii ■.■■■■ ■'■■■■■■■■■■■!■■ll11■1111■11■11■11■■11■■.1111■■■.11■■1111■■■.■rN■.ir.■.N..■..11■.11.■...11l.i..l......l■ ■■l.■........m.............=.............ru■...■■ r ■RI .uu:C:::I�C.ii Q■■ ....11■.......■. •■■ ■■11.■■■11■. ■1111■■■■■■.■11.11 11■l11■■■'11O111. 111111■■■■. ' ■■■111.11111■■■l11■l■l 1iIIIIIiI1IIIII1iiiiI1!IIIIIIIIPIIIII1IIIIII!1!IiIllI■.....11.. 1111■■. r ■r. ■...■ i ■.11.■ r�ul ■■ ■■rr■ ■rrrr.11.1111■■1111111111111111111111111111111111111111 ■ ■■11■■1111i■lil■■l■.■/iumumim UAl.l■■111■ ■u....7Ci■■■� yom muumuu NOM- i=■■i■■■■■.■■.11■■111� ■1■ ■11■■.■ ■■■■ momir■■■■1111 ■■1111■■■■■■, r■■lIU1111■■■.■ 711■■■r ■11.r I1■■■11 r■r■■■■■■■10.11■ ■I■11. ■■ r■■■ll■1� ....uu..11.■..mi Ill rr■rllli'■■■r 111■11■r 111■■ !■■■■ ru■■■■.x.Iu..u■ . ■11■ l■� ■11■ 1111 ! li■.11.I� ■...r ■� iuuuuii�r�iiii■l11■■■ .r .11■rl■ ....111 I 1111■ 1111 ■1111 .■■r.--- 1.■ 1.■■■■11■1111 ■■.■11r ■■ ■■■11■11r ■ ■ ■■ ■1111■■ 11 .1111.■. ■.. ■..rrr1111i� m■ r■ ■.11111111. ■■11■11r .m mu rr mum ■11..11 m plosi ■ . ■■ .11..11■ ! !i f!f 11 ......■11111111.....11■ 1.11■ ■ .. ■11■ ■■11.■ 11..11. ■.11IUrrr■11rr.. .. 1!1111 IIII. 111111111 Engineers Northwest, Inc. P.S. Element Mesh Plan 4 Engineers Northwest- 3rd.floor- Monday April 28, 2003 Banded Tendon Plan P 14-7 Badcd Tadaa:Te deo( sunwre:Pon1 fPPnW Spiv WIIh Below Sl,l CoMces Below Sldxwdh Above SlrhtCohane Above Shtr,3leb E Sale 1:5611 r: 4.25 1 7.5 1 73 1, 7.5 1 i.5 1 73 4.25.4.24.25.4.25-7.3_ 7.5. 1 73 1 4.25 M .24T---^ 2fr47-+ 21T--�-217`41r*2IT-"- 2IT • 4,.21T-21T-,-*-+'2IT^-21T--Y21T21Tt t21T21Th^21T 51T 1 JV. 211`-'-21T4-124T---24T-'-t .25 1 7.5 2 73 6 73 1 73 6- 73 43 7.5 4.254.24.254.25 73 1 :M21T-•2m- 1T+•Z1T--'-21Ti-'-121T=f,21Te-•-34T-•-'ytT-4-'Z4T`'�347Y*39T-^--39T}117h39'C-'37T37T1-•-37T--3 if 4.25E l 7.5 2 73 SIT`r'21T---21T•&4211' -21T*'t-121 7.3 6 7.5 IT21 1 11 LJ iI{.•• ii 6 I 73 1 73 6_ 73 43 73 4.254.24.254.25 7.5 1 73 6 73 2 73 1 6_4.23 T l7'e'4'34T---;34T-•- 341 347+"T`E•397`--39T'*t39T39T' ',i7T377`*a'37T---37T-1'21T217E+21T-.-217',h•21T-'-21T*.*IT IT? 2 773*21T1 214.25 T 4.25 6 1 11 --!--1.25----"1l 1 iY. 1 7.5 1 734.254.24.254,23 9 1 11---- 1.23 --'-I1-. 1 6 4.25 1T"'21T---21T 27T—• -27T • � 277-`�7T- 27T--- 27T-•-�*37T-----37T-w37T37T• 37 5 i� •37T- --37C� 2 • 27T 27T-+-t217'*-21T•=21T JG -I �I 4.25 1 7,5 1 73 l 7.3 i 4.234.25 7S, 1 7.5 IST �15T T+- 9��15T��15T .4+1ST--• IST -'-!Y -15T- l3T••-;r -15T r 15 I j,5 1 7.5 4.254.25- 4.254.73 ;1i6 `` g7" r�IBT---18T!,''18TI87� i---- 'Y.. 1` Engineers Northwest, Inc. P.S. Banded Tendon Plan 5 Distributed Tendon Plan Disinboted Tadoas Te dox Sbudue:Welh Below shb Colors Below Shb;Welh Above Sl bcabnm Above Shb•.$yb E*$ Boded Te doneTe dam Sale 1:516 t, nh—nS-n�nh- 4F-Tirr i i ii'" :ai "I i i 14 1 A y Engineers Northwest - 3rd.floor- Monday April 28, 2003 qNI M at en en nj^n� J n� M1 tn(n�NI�..I.INi.Nbl"... J. an j, �. •? O b �2 �Ta. t en en In n .n.41 ..l I hp. 7^ en 1T 1T e -N r en eel Fy{. I I I.fIn .:4'i 0 en . eel -• M e f - . h W • 3_. e Q Engineers Northwest, Inc. P.S. Distributed Tendon Plan 6 .;:}•ti4+awi::taG{iiidw:H-'c:kid:�v'�".:it.$a�`'kJr�7.ar;:.r'3:,6'L�1C�� y�,L Engineers Northwest - 3rd.floor - Monday April 28,2003 Distributed Tendon Plan - Continued (2) Engineers Northwest, Inc. P.S. Distributed Tendon Plan 7 1.4,114i4AktztaAr44.46.1:111,*.tataillill' A:4 ta.za Engineers Northwest - 3rdiloor - Monday April 28,2003 Other Dead Ldg Plan Met Dead 1.40olel Lawdaine Loadr,Arra Loedc Slowtore.Poiol BprirgelSopewets,Uwe Spring*SupporteArea Sprig4Walls Below SlakColonwe 13clow Bleb;Welle Above Slabcrolutme Above SlabrAlab atm Sale 1:53* Ci) Fz w 0.03 t-> Fz w 0.03 hi rro :r. r ri- I r 41. J 4-, PLR- 152, Engineers Noithwest, Inc. P.S. Other Dead Ldg Plan 8 „. „ „ „ • . - z 4— z re -J 00 • ° • 11,3 Ili -JI- U)LL wo w ±" Z 0 Z uj 0 CI ° 0 - uj CI I- ta I 0 IL - Z I/1 5- '- z .44 Live Ldg Plan Engineers Northwest - 3rd.troor - Monday April 28, 2003 FL -e is( Lfve 1.4ePoiel Lowlallwe LoacleArea toe* Strecetee:Poine SprinpaorpolteLioe Spravg/Suppoltr,Area SprbegWells Below Sleb,Colums Below SlateWalls Above Slab:Columns Above Slekr,Slab Edge; Scale 1:537 .2, Engineers Northwest, Inc. P.S. Live Ldg Plan 9 At=a4•41;aUs •."1.•?: • • z cc all _i 0 • 0 c0 cow ui • u. w 0 < co a Z F.- I-- 0 Z ILJ D O co O — O I- 111 w LI 0 • I. 0 Transfer Max Top Stress Plan Engineers Northwest - 3rd.floor - Monday April 28, 2003 FLS 9hn 9pi ppo tai ie Springs6upport6Arta Sprks6Walls Below Slakeohms Below S1ab;Walls Above SlakCol me Above Slatr,Slab Bdga; Salk km g 1� N5 1123 «3147 1157711 N 076 I17 1122 N7N30 v 0124 —NI 11103 1111 lil N1530160 '.r• /J121/13/01 7 1115}11163-,`. a a I 2—.11 11 ~ I I'I 0 11209 11220 1111231 N16961689 11198 1116111/11193 #21129 N48 1153 075 1181 11102 }120 N2M31' •"'1150- 1 N3 023 #3146 , 1152 • 1112111311136 N1511161 23.e 1- �N e 11130 111/1159▪ 1162 11197 11202 N250 ^1271 � i ��J� 1 i £• s - 11219 '#227 1116'1111190 14195 11201 r- ..... /61247 - a 11711249 N254 'N267 11218 N226 161748 11753 1 l272 1116911#191; N194 NM211'ik .1#225-- I X211247 1752 117 1 069 069 ,, I I J v N i 0 11224 0111232 .o 11251 44268 {ll 111/1988 111 L 1ttag_—ath6 _—„_ —p-- — { NN1111501164N1161 a V92i7:711, it i� Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 10 Engineers Northwest- 3rd.t%or- Monday April 28, 2003 Transfer Max Top Stress Plan - Continued (2) R— i3 Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 11 �C{.,�%:^L,�'+'«d.�iis/iYi�ii.'Tty✓,�,'s:rA4 �r �i1'F�h.s�i*r�f' u7 ribu44 GN�.4f9i:v�:L. .'.�.u''iM Transfer LC: Design Section Summary fl As Top Controlling (sq. in.) 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 0 18 0 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 0 28 0 29 0 30 0 31 0 32 0 33 0 34 0 35 0 36 0 37 0 38 0 39 0 40 0 41 0 42 0 43 0 44 0 45 0 46 0 , 47 0 48 0 49 0 50 0 51 0 52 0 53 0 54 0 55 0 56 0 57 0 58 0 59 0 60 0 61 0 62 0 63 0 64 0 65 0 66 0 Engineers Northwest - 3rd. floor - Monday April 28, 2003 As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (inches) O 0 inf O 0 inf 0 0 inf O 0 Inf O 0 int O o Int O 0 int 0 0 Inf O 0 inf O 0 int O 0 inf 0 0 Int 0 0 inf O 0 Inf O 0 inf 0 0 inf O 0 inf O 0 Int O 0 inf O 0 Inf 0 0 Int O 0 int O o Int O 0 Inf 0 0 inf O 0 int O 0 inf O 0 Inf O 0 inf O 0 Int O 0 inf O 0 int O 0 inf O 0 int O 0 inf 0 0 Inf O 0 inf 0 0 Inf O 0 int O 0 inf O 0 inf 0 0 Int O 0 Int O 0 Inf O 0 inf O 0 inf 1.12 ACI 18.4.1b 0 Int O o Inf O 0 inf O 0 inf O 0 inf O 0 inf O 0 int O 0 Int O 0 Inf 0 0 Inf O 0 inf 0 0 Inf O 0 Inf O 0 Int 0 0 Inf O 0 Int 2.13 ACI 18.4.1b 0 inf O 0 inf O 0 inf O 0 Inf "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 12 Engineers Northwest - 3rd. floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (2) F -f-- # As Top Controlling (sq. in.) 67 0 68 0 69 0 70 0 71 0 72 0 73 0 74 0 75 0 76 0 77 0 78 0 79 0 80 0 81 0 82 0 83 0 84 0 85 0 88 0 87 0 88 0 89 0 90 0 91 0 92 0 93 0 94 0 95 0 96 0 97 0 98 0 99 0 100 0 101 0 102 0 103 0 104 0 105 0 106 0 107 0 108 0 109 0 110 0 111 0 112 0 113 0 114 0 115 0 116 0 117 0 118 0 119 0 120 0 121 0 122 0 123 0 124 0 125 0 126 0 127 0 128 0 129 0 130 0 131 0 132 0 As Bot Controlling As Shr Strp Spcg Controlling Status (eq. in.) (sq. In.) (inches) O 0 Int OK 0 0 inf OK O 0 inf OK O 0 Inf OK 1.36 ACI 18.4.1b 0 int OK O 0 Inf OK O 0 Int OK O 0 In! OK O 0 int OK O 0 Inf OK O 0 inf OK O 0 Int OK 0 0 inf OK O 0 int OK O 0 Inf OK 0 0 inf OK 0 0 inf OK O 0 inf OK 0 0 inf OK O 0 Int OK O 0 inf OK 2.29 ACI 18.4.1b 0 inf OK 0 0 Int OK O 0 inf OK O 0 inf OK 2.04 ACI 18.4.1b 0 inf OK O 0 inf OK 0 0 int OK O 0 inf OK 0 0 int OK O 0 Inf OK O 0 inf OK O 0 inf OK O 0 Int OK O 0 inf OK 0 0 Int OK O 0 Int OK 0 0 inf OK O 0 inf OK O 0 inf OK O 0 inr OK O 0 inf OK O 0 inf OK O 0 Inf OK O 0 inf OK 0 0 int OK O 0 int OK O 0 inf OK O 0 Inf OK O 0 inf OK O 0 inf OK 0 0 Int OK O 0 int OK O 0 int OK O 0 int OK O 0 int OK 0 0 Inf OK O 0 Int OK 1.98 ACI 18.4.1b 0 inf OK O 0 Inf OK 0 0 inr OK O 0 inf OK 0 0 inf OK 0 0 Int OK 0 0 inf OK OK 0 0 Int "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 13 41.414 F dfiF�.iP :"6,1446 .n. Engineers Northwest - 3rd.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (3) F� # As Top Controlling As Bot Controlling (sq. In.) (sq. in.) 133 0 134 0 135 0 136 0 137 0 138 0 139 0 140 0 141 0 142 0 143 0 144 0 0 145 0 0 146 0 0 147 0 0 148 0 0 149 0 0 150 0 0 151 0 0 152 0 0, 153 0 0 154 0 0 155 0 0 156 0 0 157 0 0 158 0 0 159 0 0 160 0 0 161 0 0 162 0 0 163 0 0 164 0 0 165 0 0 166 0 0 167 0 0 168 0 0 169 0 0 170 0 0 171 0 0 172 0 0 173 0 0 174 0 0 175 0 0 176 0 0 177 0 0 178 0 0 179 0 0 180 0 0 181 0 0 182 0 0 183 0 0 184 0 0 185 0 0 186 0 0 187 0 0 188 0 0 189 0 0 190 0 0 191 0 0 192 0 0 193 0 0 194 0 0 195 3.48 ACI 18.4.1b 0 196 0 0 197 3.36 ACI 18.4.1b 0 198 0 0 0 0 0 0 0 0 0 0 0 As Shr Strp Spcg Controlling Status (sq. in.) (Inches) O Int O inf O int 0 Inf 0 inf 0 Inf O Inf O Inf O Inf O int O inf O inf 0 int O Int 0 inf O inf 0 inf O Int O inf 0 Inf O Int O inf O int O Inf O Inf O inf O inf 0 Int 0 inf O Int O int O Inf O inf O inf o int O int 0 inf o int O inf O Inf O inf O Inf, O int O Inf 0 Int O Inf O inf O Inf 0 inf O inf O int O Int O int O int O inf 0 inf O inf O Int O int 0 Inf O int O Inf O inf 0 inf O inf o Int "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 14 Wzite?S16•,k s,tta� ,`kdS�i.��is fl�z'+kOiTvli£:c7.:'ldtif •�.. a=' .. ... Y' 4,-- :'cli Engineers Northwest - 3rd.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (4) FI -+&(97 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (Inches) 199 0 0 0 inf OK 200 0 0 0 Int OK 201 0 3.57 ACI 18.4.1b 0 int OK 202 0 3.64 ACI 18.4.1b 0 inf OK 203 0 2.02 ACI 18.4.1b 0 inf OK 204 0 0.973 ACI 18.4.1b 0 inf OK 205 0 0 0 int OK 206 0 0 0 Int OK 207 0 0 0 inf OK 208 0 0 0 inf OK 209 0 2.9 ACI 18.4.1b 0 inf OK 210 0 0 0 Int OK 211 0 0 0 inf OK 212 0 0 0 inf OK 213 0 0 0 inf OK 214 0 0 0 inf OK 215 0 0 0 inf OK 216 0 0 0 Int OK 217 0 0 0 Int OK 218 0 0 0 int OK 219 0 0 0 inf OK 220 0 0 0 inf OK 221 0 0 0 inf OK 222 0 0 0 inf OK 223 0 0 0 inf OK 224 0 0 0 int OK 225 0 0 0 inf OK 226 0 0 0 Int OK 227 0 0 0 Int OK 228 0 0 0 Int OK 229 0 1.31 ACI 18.4.1b 0 inf OK 230 0 0 0 int OK 231 0 0 0 int OK 232 0 0 0 int OK 233 0 0 0 inf OK 234 0 0 0 Int OK 235 0 0 0 inf OK 236 0 0 0 inf OK 237 0 0 0 Int OK 238 0 0 0 inf OK 239 0 0 0 inf OK 240 0 0 0 int OK 241 0 0 0 inf OK 242 0 0 0 Int OK 243 0 0 0 int OK 244 0 0 0 inf OK 245 0 0 0 int OK 246 0 0 0 inf OK 247 0 0 0 inf OK 248 0 0 0 int OK 249 0 0 0 inf OK 250 0 0 0 Int OK 251 0 0 0 inf OK 252 0 0 0 Int OK 253 0 0 0 Int OK 254 0 0 0 inf OK 255 0 0 0 inf OK 256 0 0 0 Int OK 257 0 0 0 int OK 258 0 0 0 int OK 259 0 0 0 int OK 260 0 0 0 int OK 261 0 0 0 int OK i` 282 0 0 0 inf OK 263 0 0 0 int OK 264 0 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 15 Engineers Northwest - 3rd.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (5) Fa -t% # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in) (sq. in.) (inches) 265 0 0 0 int OK 266 0 0 0 Ind OK 267 0 0 0 Int OK 268 0 0 0 int OK Z 269 0 0 0 int OK 270 0 0 0 inf OK I W 271 0 0 0 inf OK 272 0 0 0 Int OK 273 0 0 0 Int OK 6 D J0 00 N 0 W= - F- N LL" WO} g J u.. Q ND = Ci E_ W Z= F- F -O ZF- W uj V 0 O N O E— W U• J -O tiiz. - 0 F= _ O ~ "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 16 • Z Transfer LC: Design Section Stresses # Centroid (feet) 1 (-1.258,-110.6,-0.3542) 2 (-1.263,-86.97,-0.3542) 3 (1.21,-128.8,-0.3542) 4 (1.203,-80,-0.3542) 5 (1.214,-27.47,-0.3542) 6 (1.311,-108.8,-0.3542) 7 (1.277,50,-0.3542) 8 (2.994,-122.4,-0.3542) 9 (2.994,-111.2,-0.3542) 10 (2.994,-108.7,-0.3542) 11 (2.994,-94.97,-0.3542) 12 (2.994,-81.27,-0.3542) 13 (2.994,-78.75,-0.3542) 14 (5.539,-65.12,-0.3542) 15 (5.626,51.26,-0.3542) 16 (5.626,-48.67,-0.3542) 17 (5.703,35.01,-0.3542) 18 (7.47,-21.24,-0.3542) 19 (7.737,-133.8,-0.3542) 20 (11.21,-108.8,-0.3542) 21 (11.41,-80,-0.3542) 22 (11.41,-50,-0.3542) 23 (14.81,-27.47,-0.3542) 24 (15.78,-128.8,-0.3542) 25 (15.78,-128.6,-0.3542) 26 (22.08,-108.8,-0.394) 27 (22.2,-80,-0.3542) 28 (22.2,50,-0.3542) 29 (24.89,-80,-0.3542) 30 (24.89,-50,-0.3542) 31 (25.01;108.8,-a 394) 32 (27.45,-111.3,-0.4632) 33 (27.45,-108.8,-0.4632) 34 (26.38,-95.04,-0.3542) 35 (28.18,35.01,-0.3542) 36 (28.48,-122.5,-0.3542) 37 (28.78,-128.8,-0.3542) 38 (28.72,-27.47,-0.3542) 39 (29.67,-81.19,-0.3542) 40 (29.67,-78.74,-0.3542) 41 (29.67,-65.04,-0.3542) 42 (29.67,-51.29,-0.3542) 43 (29.67,-48.7,-0.3542) 44 (29.66,-21.24,-0.3542) 45 (30.63,-133.8,-0.3542) 46 (31.32,-128.8,-0.3542) 47 (31.33,-27.47,-0.3542) 48 (36.76,-80,-0.3542) 49 (36.76,-50,-0.3542) 50 (41.55,-108.8,-0.394) 51 (44.93,-27.47,-0.3542) 52 (45.76,-128.8,-0.3542) 53 (47.78,-80,-0.3542) 54 (47.78,50,-0.3542) 55 (53.71,-78.74,-0.3542) 56 (54.02,-73.96,-0.3542) 57 (54.48,-81.27,-0.3542) 58 (57.16,-111.2,-0.4578) 59 (58.57,-95.04,-0.3542) 60 (55.37,-108.8,-0.4716) 61 (58.63,-128.8,-0.3542) Conc. Top Conc. Bot. Conc. (Psi) (Psi) (Psi) -278 -98.5 -188 -578 -96.3 -337 -288 -252 -270 -282 -94 -188 -509 -266 -388 -289 -110 -200 -188 -174 -181 -88.6 -423 -256 -500 -26.4 -263 -461 -47.2 -254 -524 -402 -227 -459 -41.1 -250 -428 -68.2 -248 83.9 -468 -192 -489 2.14 -243 -428 -69.3 -249 -122 -218 -170 -338 -213 -276 -292 -151 -222 -37.5 -337 -187 -70 -312 -191 -95.8 -249 -173 -88.8 -724 -406 -96.2 -478 -287 -92.3 -476 -284 -330. 63 -175 -319 -77.3 -198 -267 -102 -184 -265 -121 -193 -221 -141 -181 -333 50.3 -222 -462 86.1 -208 -420 48.1 -203 -128 -395 -261 -349 -315 -332 -144 -403 -273 -550 25.3 -262 -843 136 -353 -303 -124 -213 -311 -111 -211 -112 -373 -243 -282 -170 -226 -380 -169 -274 -420 -168 -294 -307 -101 -204 -553 88.6 -232 -743 204 -269 -147 -294 -221 -149 -252 -201 -91.6 -406 -215 161 -577 -208 106 -505 -199 -319 -183 -251 -215 -201 -208 -361 -223 -292 -183 -240 -211 -320 -291 -305 -342 -20 -194 -132 -357 -244 -485 36 -239 -582 154 -214 Cent Conc Limits (Psi) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) Engineers Northwest - 3rd.floor- Monday April 28, 2003 Reber Top Rebar Bot Rebar Limits (ksi) (ksi) (ksi) • • • • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and mwdmum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the mwdmum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 17 rR Engineers Northwest - 3rd.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued # Centroid (feet) 62 (58.66,-108.8,-0.394) 63 (58.68,-27.47,-0.3542) 64 (59.63,-21.16,-0.3542) 65 (59.71,-48.78,-0.3542) 66 (59.82,-34.99,-0.3542) 67 (60.63,-133.7,-0.3542) 68 (60.67,-122.5,-0.3542) 69 (61.31,-128.3,-0.3542) 70 (61.34,-110.3,-0.3911) 71 (61.34,-27.47,-0.3542) 72 (66.25,-68.88,-0.3542) 73 (66.25,-60.85,-0.3542) 74 (70.53,-50,-0.3542) 75 (70.61,-80,-0.3542) 76 (74.68,-25.27,-0.3542) 77 (75.54,-131.3,-0.3542) 78 (75.59,-108.8,-0.3542) 79 (80.12,-81.23,-0.3542) 80 (82.79,-78.84,-0.3542) 81 (85.25,-80,-0.3542) 82 (85.25,-50,-0.3542) 83 (85.4,-65.04,-0.3542) 84 (85.4,-51.17,-0.3542) 85 (85.4,-48.64,-0.3542) 86 (88.55,-108.8,-0.3542) 87 (88.61,-131,-0.3542) 88 (88.74,-25.27,-0.3542) 89 (89.87,-34.99,-0.3542) 90 (89.86,-21.16,-0.3542) 91 (89.86,-18.75,-0.3542) 92 (90.56,-133.7,-0.3542) 93 (90.64,-138.8,-0.3542) 94 (90.64,-111.2,-0.3542) 95 (90.64,-108.7,-0.3542) 96 (90.68,-125,-0.3542) 97 (90.68,-95.04,-0.3542) 98 (91.37,-131,-0.3542) 99 (91.27,-25.27,-0.3542) 100 (91.37,-108.8,-0.3542) 101 (100.6,-50,-0.3542) 102 (100.6,-80,-0.3542) 103 (105,-25.27,-0.3542) 104 (105.8,-133.5,-0.3542) 105 (105.8,-108.8,-0.3542) 106 (109,-78.8,-0.3542) 107 (109.1,-65.04,-0.3542) 108 (117,-81.19,-0.3542) 109 (117.2,-51.25,-0.3542) 110 (117.2,-48.64,-0.3542) 111 (118.6,-133.5,-0.3542) 112 (118.6,-108.8,-0.3542) 113 (118.7,-25.27,-0.3542) 114 (120,-18.95,-0.3542) 115 (120.2,-141.1,-0.3542) 116 (120.1,34.99,-0.3542) 117 (120.2,-125,-0.3542) 118 (120.2,-21.22,-0.3542) 119 (120.3,-138.8,-0.3542) 120 (120.3,-111.2,-0.3542) 121 (120.3,-108.7,-0.3542) 122 (120.3,-94.96,-0.3542) 2 Conc. Top Conc. Bot Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (Pel) (Psi) (Psi) (Psi) (g) (ksi) (ksi) -297 13.8 -175 (-2100,-) -650 280 -185 (-2100,-) -465 -234 -349 (-2100,-) -526 -298 -412 (-2100,-) -315 -397 -356 (-2100,-) -327 -135 -231 (-2100,-) -147 -378 -263 (-2100,-) -475 62.2 -207 (-2100,-) -403 52.3 -225 (-2100,-) -558 203 -178 (-2100,-) -158 -212 -185 (-2100,-) -104 -210 -157 (-2100,-) -197 3.89 -96.6 (-2100,-) -180 -19.2 -99.7 (-2100,-) 113 -394 -140 (-2100,-) -6.08 -333 -169 (-2100,-) 21.7 -329 -154 (-2100,-) -341 -134 -238 (-2100,-) -212 -146 -179 (-2100,-) 159 -368 -105 (-2100,-) 124 -342 -109 (-2100,-) -141 -323 -232 (-2100,-) -223 -234 -228 (-2100,-) -332 -198 -265 (-2100,-) -280 -26.2 -153 (-2100,-) -375 67.2 -154 (-2100,-) -481 221 -130 (-2100,-) -206 -329 -268 (-2100,-) -479 -44.4 -262 (-2100,-) -455 -90.4 -273 (-2100,-) -799 200 -300 (-2100,-) -209 -358 -284 (-2100,-) -535 -110 -323 (-2100,-) -389 -74.6 -232 (-2100,-) -159 -434 -297 (-2100,-) -88.7 -382 -236 (-2100,-) -547 167 -190 (-2100,-) -401 150 -126 (-2100,-) -227 -67.8 -147 (-2100,-) -243 17.7 -113 (-2100,-) -283 54.8 -114 (-2100,-) 70.7 -324 -127 (-2100,-) -37.4 -292 -165 (-2100,-) -29.5 -224 -127 (-2100,-) -314 -115 -214 (-2100,-) -115 -280 -198 (-2100,-) -357 -152 -255 (-2100,-) -293 -224 -259 (-2100,-) -381 -189 -285 (-2100,-) -335 -16.9 -176 (-2100,-) -240 25.3 -107 (-2100,-) -382 131 -126 (-2100,-) -505 -92.4 -299 (-2100,-) -402 -175 -289 (-2100,-) -187 -379 -283 (-2100,-) -178 -401 -289 (-2100,-) -523 -57.8 -290 (-2100,-) -529 -74.8 -302 (-2100,-) -391 -176 -284 (-2100,-) -320 -195 -258 (-2100,-) -141 -380 -260 (-2100,-) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second Is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer W: Design Section Stresses 18 :4Lt.fT niN:S' Engineers Northwest - 3rd.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (3) # Centroid (feet) 123 (121.4,-108.8,-0.3542) 124 (121.4,-133.4,-0.3542) 125 (121.4,-25.21,-0.3542) 126 (124.4,-57.81,-0.3542) 127 (130,-50,-0.3542) 128 (130.1,-80,-0.3542) 129 (134.6,-133.5,-0.3542) 130 (134.7,-108.8,-0.3542) 131 (134.8,-80,-0.3542) 132 (135,-78.86,-0.3542) 133 (135,-65.04,-0.3542) 134 (134.9,-25.5,-0.3542) 135 (135,-50,-0.3542) 136 (139.9,-80,-0.3542) 137 (139.9,-50,-0.3542) 138 (148.4,-81.19,-0.3542) 139 (148.5,-125,-0.3542) 140 (148.4,-25.21,-0.3542) 141 (148.6,-138.8,-0.3542) 142 (148.6,-133.5,-0.3542) 143 (148.6,-94.96,-0.3542) 144 (148.6,-111.3,-0.3542) 145 (148.6,-108.7,-0.3542) 146 (148.6,-108.8,-0.3542) 147 (148.7,-141.2,-0.3542) 148 (148.7,51.32,-0.3542) 149 (148.7,-48.71,-0.3542) 150 (148.7,-35.04,-0.3542) 151 (148.7,-19.09,-0.3542) 152 (149,-21.15,-0.3542) 153 (151.2,-25.29,-0.3542) 154 (151.3,-56.42,-0.3542) 155 (151.4,-108.8,-0.3542) 156 (151.4,-133.5,-0.3542) 157 (151.5,-80,-0.3542) 158 (151.5,-50,-0.3542) 159 (156.6,-65.19,-0.3542) 160 (157.1,-25.29,-0.3542) 161 (157.2,-80,-0.3542) 162 (157.2,-108.8,-0.3542) 163 (157.2,50,-0.3542) 164 (157.3,-133.5,-0.3542) 165 (172.7,-108.8,-0.3542) 166 (172.8,-131.2,-0.3542) 167 (172.9,-80,-0.3542) 168 (173.1,-50,-0.3542) 169 (173.2,-25.29,-0.3542) 170 (178.6,-131.1,-0.3542) 171 (178.6,-108.8,-0.3542) 172 (178.7,-80,-0.3542) 173 (178.7,50,-0.3542) 174 (178.7,-25.29,-0.3542) 175 (180.9,-65.19,-0.3542) 176 (181,-133.8,-0.3542) 177 (181,-138.7,-0.3542) 178 (181,-111.2,-0.3542) 179 (181,-108.7,-0.3542) 180 (181.1,-125,-0.3542) 181 (181,-81.25,-0.3542) 182 (181,-78.84,-0.3542) 183 (181.1,-94.89,-0.3542) Conc. Top Conc. Bot (psi) (psi) -440 30.2 -368 6.4 -181 -444 196 -124 -255 -259 -257 -115 -104 -110 -73.4 -110 -91.8 7.88 -384 -188 104 -500 -198 -73.4 -112 -92.8 -123 -291 -207 -291 -141 -216 122 -370 -124 -115 -103 -109 -88.8 -105 -96.9 -104 -113 -108 -302 -199 -250 -202 -325 -264 -388 144 -122 -441 -71.7 -257 -312 -67.4 -190 -160 -373 -267 -254 -242 -248 -256 -231 -244 -375 -5.43 -190 -354 -163 -259 -232 -285 -259 -250 -266 -258 -216 -314 -265 -464 -76.3 -270 -409 -112 -261 -141 -109 -125 -265 -270 -267 -200 -188 -194 -129 -255 -192 -103 -183 -143 -104 -219 '-161 -136 -216 -176 -86.3 -163 -125 -28 -259 -143 -139 -259 -199 -56.6 -263 -160 -178 -199 -189 -204 -214 -209 -231 -133 -182 -109 -149 -129 -91.8 -159 -125 -121 -143 -132 -245 -125 -185 -295 -125 -210 -239 -20.3 -130 -192 -50.6 -121 -217 -54.9 -136 -138 -348 -243 -751 156 -298 -256 -314 -285 -497 -100 -299 -290 -112 -201 -141 -469 -305 -303 -126 -215 -284 -151 -217 -86.6 -338 -212 Conc. Cent. Conc Limits (Psi) (Psi) -205 (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) Rebar Top Rebar Bot Rebar Limits (ksi) (ksi) (ksi) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Reber Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross FLS Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 19 Engineers Northwest - 3rd.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (4) # Centroid (feet) 184 (181,-51.24,-0.3542) 185 (181,-48.75,-0.3542) 186 (181,-21.16,-0.3542) 187 (181,-18.75,-0.3542) 188 (181.1,-35.03,-0.3542) 189 (181.2,-25.29,-0.3542) 190 (181.3,-80,-0.3542) 191 (181.3,-108.8,-0.3542) 192 (181.4,-131,-0.3542) 193 (181.4,-50,-0.3542) 194 (194.8,-108.8,-0.3542) 195 (194.8,-80,-0.3542) 196 (194.9,-131.2,-0.3542) 197 (194.8,-50,-0.3542) 198 (194.8,-25.29,-0.3542) 199 (201.6,-65.04,-0.3542) 200 (201.7,48.91,-0.3542) 201 (208.5,-80,-0.3542) 202 (208.5,-50,-0.3542) 203 (208.5,-27.88,-0.3542) 204 (208.7,-110.3,-0.3911) 205 (208.7,-128.6,-0.3542) 206 (209.5,-21.17,-0.3542) 207 (209.8,-48.65,-0.3542) 208 (209.8,-34.99,-0.3542) 209 (211.1,-27.47,-0.3542) 210 (211.2,-128.8,-0.3542) 211 (211.3,-108.8,-0.394) 212 (211.9,-133.8,-0.3542) 213 (211.9,-122.5,-0.3542) 214 (213.1,-111.3,-0.4588) 215 (215.2,-108.7,-0.4737) 216 (211.9,-95.04,-0.3542) 217 (214.3,-81.32,-0.3542) 218 (222,-80,-0.3542) 219 (222.1,-50,-0.3542) 220 (224.8,-27.47,-0.3542) 221 (227.6,-78.88,-0.3542) 222 (227.6,-51.31,-0.3542) 223 (227.9,-64.58,-0.3542) 224 (228.9,-128.8,-0.3542) 225 (228.9,-108.8,-0.394) 226 (233.8,-80,-0.3542) 227 (233.8,-50,-0.3542) 228 (238.6,-128.8,-0.3542) 229 (238.8,-27.47,-0.3542) 230 (239.5,-21.23,-0.3542) 231 (241.2,-27.47,-0.3542) 232 (241.4,-128.8,-0.3542) 233 (241.4,-48.56,-0.3542) 234 (241.4,-34.99,-0.3542) 235 (243.4,-122.5,-0,3542) 236 (243.4,-133.8,-0.3542) 237 (242.5,-111.2,-0.4649) 238 (242.5,-108.7,-0.4649) 239 (243.4,-95.04,-0.3542) 240 (245.1,-80,-0.3542) 241 (245.2,-108.8,-0.394) 242 (245.1,50,-0.3542) 243 (245.6,-81.3,-0.3542) 244 (245.6,-78.81,-0.3542) Conc. Top Conc. Bot. (psi) (psi) -239 -206 -269 -216 -410 -94.4 -439 -102 -217 -277 -425 141 -354 88.9 -461 33.1 -373 -14.9 -289 46.9 175 -603 219 -482 41.1 -453 202 -418 147 -453 -162 -198 -199 -184 -494 224 -424 213 -644 273 -725 333 -605 81.2 -377 -201 -329 -325 -341 -263 -737 354 -635 96 -320 123 -276 -116 -113 -405 -438 79.2 -471 37.2 -111 -376 -372 -140 -292 -178 -197 -190 162 -609 -335 -55.1 -353 -81.4 -30.4 -389 14.1 -509 -97.4 -340 -132 -282 -136 -238 -566 90.5 -787 229 -404 -173 -849 120 -539 -3.09 -338 -174 -372 -274 -139 -410 -271 -127 -440 62 -399 26.1 -142 -365 -282 -83.8 -319 -53.4 -240 -102 -284 -135 -287 -136 Conc. Cent. Conc Limits (Psi) (Psi) -223 (-2100,-) -242 (-2100,-) -252 (-2100,-) -270 (-2100,-) -247 (-2100,-) -142 . (-2100,-) -133 (-2100,-) -214 (-2100,-) -194 (-2100,-) -121 (-2100,-) -214 (-2100,-) -132 (-2100,-) -206 (-2100,-) -108 (-2100,-) -153 (-2100,-) -180 (-2100,-) -191 (-2100,-) -135 (-2100,-) -105 (-2100,-) -185 (-2100,-) -311 (-2100,-) -262 (-2100,-) -289 (-2100,-) -327 (-2100,-) -302 (-2100,-) -192 (-2100,-) -269 (-2100,-) -146 (-2100,) -196 (-2100,-) -259 (-2100,-) -201 (-2100,-) -230 (-2100,-) -243 (-2100,-) -256 (-2100,-) -235 (-2100,-) -193 (-2100,-) -224 (-2100,-) -195 (-2100,-) -217 (-2100,-) -210 (-2100,-) -247 (-2100,-) -193 (-2100,-) -207 (-2100,-) -187 (-2100,-) -238 (-2100,-) -279 (-2100,-) -289 (-2100,-) -365 (-2100,-) -271 (-2100,-) -256 (-2100,-) -323 (-2100,-) -275 (-2100,-) -199 (-2100,-) -207 (-2100,-) -201 (-2100,-) -254 (-2100,-) -183 (-2100,-) -215 (-2100,-) -171 (-2100,-) -210 (-2100,-) -211 (-2100,-) Rebar Top Rebar Bot. Rebar Limits (irsi) (ksi) (iji) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation 'Rebar limits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; trim values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. F 407- Engineers Z Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 20 ...:� Y* r„ ^.aJ37T+Yii.�ra'1t173'2+�7sitf '�,..:��yy��{{pp�!++Hu...yyx ggb'��'''�. Fair .j,µ ,�,✓��.:{{,, Engineers Northwest - 3rd.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (5) # Centroid (feet) 245 (245.6,-51.31,-0.3542) 246 (245.9,-65.04,-0.3542) 247 (247.8,-108.8,-0.394) 248 (247.8,-80,-0.3542) 249 (247.9,50,-0.3542) 250 (254.1,-27.47,-0.3542) 251 (257.6,-128.8,-0.3542) 252 (257.8,-108.8,-0.3542) 253 (258,-80,-0.3542) 254 (258,-50,-0.3542) 255 (261.9,-21.15,-0.3542) 256 (263.7,-133.7,-0.3542) 257 (263.6,-34.99,-0.3542) 258 (263.7,51.41,-0.3542) 259 (263.7,-48.49,-0.3542) 260 (264,-64.97,-0.3542) 261 (266.6,-122.5,-0.3542) 262 (266.6,-111.3,-0.3542) 263 (266.6,-108.7,-0.3542) 264 (266.6,-94.89,-0.3542) 265 (266.6,-81.27,-0.3542) 266 (266.6,-78.75,-0.3542) 267 (268.6,-50,-0.3542) 268 (268.7,-128.8,-0.3542) 269 (268.6,-80,-0.3542) 270 (268.7,-108.8,-0.3542) 271 (268.8,-27.47,-0.3542) 272 (271,-87.04,-0.3542) 273 (271.1,-110.6,-0.3542) Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top (Psi) (Psi) (Psi) (P) (ksi) -281 -188 -235 (-2100,-) -115 -401 -258 (-2100,-) -289 13.7 -170 (-2100,-) -284 -97.1 -190 (-2100,-) -230 -121 -176 (-2100,-) -79 -744 -412 (-2100,-) -155 -445 -300 (-2100,-) -15.5 -347 -181 (-2100,-) -49.2 -324 -187 (-2100,-) -64 -263 -164 (-2100,-) -280 -227 -254 (-2100,-) -298 -213 -255 (-2100,-) -191 -95.9 -144 (-2100,-) -302 -69.7 -186 (-2100,-) -260 -113 -186 (-2100,-) 5.6 -331 -163 (-2100,-) -112 -326 -219 (-2100,-) -367 -89.9 -228 (-2100,-) -337 -107 -222 (-2100,-) -110 -303 -206 (-2100,-) -338 -108 -223 (-2100,-) -305 -136 -221 (-2100,-) -177 -181 .179 (-2100,-) -281 -197 -239 (-2100,-) -284 -87.7 -186 (-2100,-) -307 -94.6 -201 (-2100,-) -507 -258 -382 (-2100,-) -585 -63.6 -324 (-2100,-) -281 -99 -190 (-2100,-) Rebar Bot. Rebar Limits Calc. (ksi) (k&) Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 21 Service LC: Design Section Summary Engineers Northwest - 3rd.floor - Monday April 28, 2003 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. In.) (inches) 1 2.4 ACI 18.9.3.3 0 0 inf OK 2 1.84 ACI 18.9.3.3 0 0 Int OK 3 2.3 ACI 18.9.3.3 0 0 inf OK 4 2.3 ACI 18.9.3.3 0 0 int OK 5 1.84 ACI 18.9.3.3 0 0 int OK 6 2.3 ACI 18.9.3.3 0 0 int OK 7 2.3 ACI 18.9.3.3 0 0 int OK 8 0 0 0 inf OK 9 1.84 ACI 18.9.3.3 0 0 inf OK 10 1.84 ACI 18.9.3.3 0 0 Int OK 11 0 0 0 int OK 12 1.84 ACI 18.9.3.3 0 0 Int OK 13 1.84 ACI 18.9.3.3 0 0 int OK 14 0 0 0 inf OK 15 2.3 ACI 18.9.3.3 0 0 Int OK 16 2.3 ACI 18.9.3.3 0 0 int OK 17 0 1.88 ACI 18.9.3.2 0 inf OK 18 2.3 ACI 18.9.3.3 0 0 int OK 19 2.3 ACI 18.9.3.3 0 0 int OK 20 0 0 0 int OK 21 0 0 0 inf OK 22 0 0 0 inf OK 23 0 0 0 inf OK 24 0 0 0 int OK 25 2.3 ACI 18.9.3.3 0 0 inf OK 26 3.24 ACI 18.9.3.3 0 0 int OK 27 2.3 ACI 18.9.3.3 0 0 int OK 28 2.3 ACI 18.9.3.3 0 0 int OK 29 2.3 ACI 18.9.3.3 0 0 inf OK 30 2.3 ACi 18.9.3.3 0 0 inf OK 31 3.24 ACI 18.9.3.3 0 0 int OK 32 3.28 ACI 18.9.3.3 0 0 inf OK 33 3.28 ACI 18.9.3.3 0 0 int OK 34 0 0 0 inf OK 35 0 2.21 ACI 18.9.3.2 0 inf OK 36 0 0 0 int OK 37 2.3 ACI 18.9.3.3 0 0 int OK 38 1.84 ACI 18.9.3.3 0 0 inf OK 39 2.79 ACI 18.9.3.3 0 0 inf OK 40 2.79 ACI 18.9.3.3 0 0 int OK 41 0 0 0 inf OK 42 2.79 ACI 18.9.3.3 0 0 int OK 43 2.79 ACI 18.9.3.3 0 0 int OK 44 2.3 ACI 18.9.3.3 0 0 Int OK 45 2.32 ACI 18.9.3.3 0 0 int OK 46 2.3 ACI 18.9.3.3 0 0 inf OK 47 1.84 ACI 18.9.3.3 0 0 int OK 48 0 0 0 int OK 49 0 0 0 inf OK 50 0 1.21 ACI 18.9.3.2 0 Int OK 51 0 0 0 int OK 52 0 0 0 inf OK 53 2.3 ACI 18.9.3.3 0 0 inf OK 54 2.3 ACI 18.9.3.3 0 0 int OK 55 2.3 ACI 18.9.3.3 0 0 int OK 56 2.3 ACI 18.9.3.3 0 0 Int OK 57 2.3 ACI 18.9.3.3 0 0 inf OK 58 3.65 ACI 18.9.3.3 0 0 int OK 59 0 0 0 int OK 60 3.24 ACI 18.9.3.3 0 0 int OK 61 2.3 ACI 18.9.3.3 0 0 int OK 62 3.24 ACI 18.9.3.3 0 0 Int OK 63 1.84 ACI 18.9.3.3 0 0 Int OK 64 2.3 ACI 18.9.3.3 0 0 int OK 65 2.3 ACI 18.9.3.3 0 0 Int OK 66 0 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 22 • Engineers Northwest - 3rd.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (2) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in) (sq. In.) (sq. in.) (Inches) 67 2.3 ACI 18.9.3.3 0 0 int OK 68 0 0 0 int OK 69 1.84 ACI 18.9.3,3 0 0 inf OK 70 3.24 ACI 18.9.3,3 0 0 inf OK 71 1.84 ACI 18.9.3.3 0 0 int OK 72 0 0 0 inf OK 73 2.3 ACI 18.9.3.3 0 0 inf OK 74 2.3 ACI 18.9.3.3 0 0 inf OK 75 2.3 ACI 18.9.3.3 0 0 int OK 76 0 0 0 inf OK 77 0 0 0 inf OK 78 0 0 0 int OK 79 2.9 ACI 18.9.3.3 0 0 inf OK 80 2.53 ACI 18.9.3.3 0 0 int OK 81 0 0 0 int OK 82 0 0 0 inf OK 83 0 0 0 inf OK 84 2.3 ACI 18.9.3.3 0 0 Int OK 85 2.3 ACI 18.9.3.3 0 0 inf OK 86 2.3 ACI 18.9.3.3 0 0 inf OK 87 1.84 ACI 18.9.3.3 0 0 int OK 88 1.84 ACI 18.9.3.3 0 0 inf OK 89 0 1.38 ACI 18.9.3.2 0 int OK 90 2.33 ACI 18.9.3.3 0 0 inf OK 91 2.33 ACI 18.9.3.3 0 0 inf OK 92 2.31 ACI 18.9.3.3 0 0 inf OK 93 2.3 ACi 18.9.3.3 0 0 inf OK 94 2.3 ACI 18.9.3.3 0 0 Int OK 95 2.3 ACI 18.9.3.3 0 0 inf OK 96 0 0 0 inf OK 97 0 0 0 int OK 98 1.84 ACI 18.9.3.3 0 0 int OK 99 1.84 ACI 18.9.3.3 0 0 inf OK 100 2.3 ACI 18.9.3.3 0 0 int OK 101 2.3 ACI 18.9.3.3 0 0 int OK 102 2.3 ACI 18.9.3.3 0 0 inf OK 103 0 0 0 inf OK 104 0 0 0 inf OK 105 0 0 0 inf OK 106 2.3 ACI 18.9.3.3 0 0 inf OK 107 0 0 0 int OK 108 2.71 ACI 18.9.3.3 0 0 inf OK 109 2.74 ACI 18.9.3.3 0 0 inf OK 110 2.74 ACI 18.9.3.3 0 0 inf OK 111 1.84 ACI 18.9.3.3 0 0 inf OK 112 2.3 ACI 18.9.3.3 0 0 Int OK 113 1.84 ACI 18.9.3.3 0 0 inf OK 114 2.3 ACI 18.9.3.3 0 0 int OK 115 2.24 ACI 18.9.3.3 0 0 inf OK 116 0 0 0 int OK 117 0 0 0 inf OK 118 2.31 ACI 18.9.3.3 0 0 inf OK 119 2.3 ACI 18.9.3.3 0 0 inf OK 120 2.3 ACI 18.9.3.3 0 0 inf OK 121 2.3 ACI 18.9.3.3 0 0 inf OK 122 0 0 0 int OK 123 2.3 ACI 18.9.3.3 0 0 inf OK 124 1.84 AC1 18.9.3.3 0 0 inf OK 125 1.84 ACI 18.9.3.3 0 0 ini OK 126 2.3 ACI 18.9.3.3 0 0 inf OK 127 2.3 ACI 18.9.3.3 0 0 int OK 128 2.3 AC1 18.9.3.3 0 0 inf OK 129 0 0 0 Int OK 130 0 0 0 inf OK 131 0 0 0 inf OK 132 2.3 ACI 18.9.3.3 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section, Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 23 .. kV)42 '+L464 ,.$ •it '< Engineers Northwest - 3rd.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (3) # As Top Controlling As Bot Controlling As Shr Stip Spcg Controlling Status (sq. in.) (sq. In.) (sq. in.) (inches) 133 0 0.498 ACI 18.9.3.2 0 Int OK 134 0 0 0 int OK 135 0 0 0 inf OK 136 2.3 ACI 18.9.3.3 0 0 inf OK 137 2.3 ACI 18.9.3.3 0 0 inf OK 138 2.3 ACI 18.9.3.3 0 0 Int OK 139 0 1.62 ACI 18.9.3.2 0 int OK 140 1.84 ACI 18.9.3.3 0 0 inf OK 141 2.3 ACI 18.9.3.3 0 0 inf OK 142 1.84 ACI 18.9.3.3 0 0 int OK 143 0 0 0 inf OK 144 2.3 ACI 18.9.3.3 0 0 inf OK 145 2.3 ACI 18.9.3.3 0 0 inf OK 146 2.3 ACI 18.9.3.3 0 0 int OK 147 2.12 ACI 18.9.3.3 0 0 inf OK 148 2.3 ACI 18.9.3.3 0 0 inf OK 149 2.3 ACI 18.9.3.3 0 0 inf OK 150 0 1.81 ACI 18.9.3.2 0 Int OK 151 2.09 ACI 18.9.3.3 0 0 Int OK 152 2.3 ACI 18.9.3.3 0 0 inf OK 153 1.84 ACI 18.9.3.3 0 0 inf OK 154 2.3 ACI 18.9.3.3 0 0 inf OK 155 2.3 ACI 18.9.3.3 0 0 int OK 156 1.84 ACI 18.9.3.3 0 0 int OK 157 2.3 ACI 18.9.3.3 0 0 int OK 158 2.3 ACI 18.9.3.3 0 0 int OK 159 0 0 0 int OK 160 0 0 0 Int OK 161 0 0 0 inf OK 162 0 0 0 inf OK 163 0 0 0 int OK 164 0 0 0 int OK 165 0 0 0 inf OK 166 0 0 0 Int OK 167 0 0 0 inf OK 168 0 0 0 inf OK 169 0 0 0 inf OK 170 1.84 ACI 18.9.3.3 0 0 inf OK 171 2.3 ACI 18.9.3.3 0 0 int OK 172 2.3 ACI 18.9.3.3 0 0 inf OK i i 173 2.3 ACI 18.9.3.3 0 0 inf OK 174 1.84 ACI 18.9.3.3 0 0 inf OK 175 0 0 0 inf OK 176 2.13 ACI 18.9.3.3 0 0 inf OK 177 2.3 ACI 18.9.3.3 0 0 inf OK 178 2.3 ACI 18.9.3.3 0 0 Int OK 179 2.3 ACI 18.9.3.3 0 0 int OK 180 0 0 0 int OK 181 2.3 ACI 18.9.3.3 0 0 inf OK 182 2.3 ACI 18.9.3.3 0 0 inf OK 183 0 0 0 inf OK ! 184 2.3 ACI 18.9.3.3 0 0 inf OK 185 2.3 ACI 18.9.3.3 0 0 Int OK 188 2.3 ACI 18.9.3.3 0 0 inf OK 187 2.3 ACI 18.9.3.3 0 0 int OK 188 0 3.03 ACI 18.9.3.2 0 Int OK 189 1.84 ACI 18.9.3.3 0 0 int OK 190 2.3 ACI 16.9.3.3 0 0 inf OK 191 2.3 ACI 18.9.3.3 0 0 inf OK 192 1.84 ACI 18.9.3.3 0 0 Int OK 193 2.3 ACI 18.9.3.3 0 0 int OK 194 0 0 0 inf OK 195 0 0 0 inf OK 196 0 0 0 int OK 197 0 0 0 int OK 198 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 24 Engineers Northwest - 3rd.floor - Monday Aprii 28, 2003 Service LC: Design Section Summary - Continued (4) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. in.) (Inches) 199 0 0 0 inf OK 200 2.3 ACI 18.9.3.3 0 0 int OK 201 2.3 ACI 18.9.3.3 0 0 inf OK 202 2.3 ACI 18.9.3,3 0 0 int OK 203 1.84 ACI 18.9.3.3 0 0 inf OK 204 3.24 ACI 18.9.3.3 0 0 int OK 205 1.84 ACI 18.9.3.3 0 0 int OK 206 2.35 ACI 18.9.3.3 0 0 int OK 207 2.3 ACI 18.9.3.3 0 0 inf OK 208 0 3.15 ACI 18.9.3.2 0 inf OK 209 1.84 ACI 18.9.3.3 0 0 inf OK 210 2.3 ACI 18.9.3.3 0 0 int OK 211 3.24 ACI 18.9.3.3 0 0 int OK 212 2.61 ACI 18.9.3.3 0 0 inf OK 213 0 0 0 Inf OK 214 3.68 ACI 18.9.3.3 0 0 inf OK 215 3.24 ACI 18.9.3.3 0 0 Int OK 216 0 0 0 int OK 217 2.97 ACI 18.9.3.3 0 0 inf OK 218 2.3 ACI 18.9.3.3 0 0 inf OK 219 2.3 ACI 18.9.3.3 0 0 Int OK 220 0 0 0 inf OK 221 2.3 ACI 18.9.3.3 0 0 inf OK 222 2.3 ACI 18.9.3.3 0 0 inf OK 223 0 0 0 inf OK 224 0 0 0 inf OK 225 0 1.83 ACi 18.9.3.2 0 inf OK 226 0 0 0 inf OK 227 0 0 0 inf OK 228 2.3 ACI 18.9.3.3 0 0 inf OK 229 1.84 ACI 18.9.3.3 0 0 inf OK 230 2.3 ACI 18.9.3.3 0 0 inf OK 231 1.84 ACI 18.9.3.3 0 0 inf OK 232 2.3 ACI 18.9.3.3 0 0 inf OK 233 2.54 ACI 18.9.3.3 0 0 Inf OK 234 0 2.95 ACI 18.9.3.2 0 inf OK 235 0 0 0 inf OK 236 2.3 ACI 18.9.3.3 0 0 inf OK 237 3.24 ACI 18.9.3.3 0 0 inf OK 238 3.24 ACI 18.9.3.3 0 0 Int OK 239 0 0 0 inf OK 240 2.3 ACI 18.9.3.3 0 0 Int OK 241 3.24 ACI 18.9.3.3 0 0 inf OK 242 2.3 ACI 18.9.3.3 0 0 int OK 243 2.3 ACI 18.9.3.3 0 0 lnf OK 244 2.3 ACI 18.9.3.3 0 0 inf OK 245 2.3 ACI 18.9.3.3 0 0 inf OK 246 0 0 0 int OK 247 3.24 ACI 18.9.3.3 0 0 inf OK 248 2.3 ACI 18.9.3.3 0 0 Inf OK 249 2.3 ACI 18.9.3.3 0 0 inf OK 250 0 0 0 int OK 251 0 0 0 inf OK 252 0 0 0 Inf OK 25 0 0 0 int OK 254 0 0 0 inf OK 255 2.3 ACI 18.9.3.3 0 0 inf OK 258 2.3 ACI 18.9.3.3 0 0 inf OK 257 0 2.9 ACV 18.9.3.2 0 inf OK 258 2.3 ACI 18.9.3.3 0 0 Int OK 259 2.3 ACI 18.9.3.3 0 0 inf OK 260 0 0 0 Inf OK 261 0 0 0 inf OK 262 1.84 ACI 18.9.3.3 0 0 inf OK 263 1.84 ACI 18.9.3.3 0 0 inf OK 264 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 25 Engineers Northwest - 3rd.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (5) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (Inches) 265 1.84 ACI 18.9.3.3 0 0 inf OK 266 1.84 ACI 18.9.3.3 0 0 Inf OK 267 2.3 ACI 18.9.3.3 0 0 inf OK 268 2.3 ACI 18.9.3.3 0 0 Int OK 269 2.3 ACI 18.9.3.3 0 0 inf OK 270 2.3 ACI 18.9.3.3 0 0 inf OK 271 1.84 ACI 18.9.3.3 0 0 Inf OK 272 1.84 ACI 18.9.3.3 0 0 inf OK 273 2.38 ACI 18.9.3.3 0 0 Inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 26 w,:.,'..,.:,.c_:�,... n rp !'` 1 �:: w .,:r �,:. ;.Sw �r w FI'X:.L.,tf.':,4 W.tN,1f' »,i.rl, 'r $' hic k ,41/ ici .14, els Engineers Northwest - 3rd.floor - Monday April 28, 2003 Service LC: Design Section Stresses # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psl) (Psi) (%i) (ksi) (ksi) 1 (-1.258,-110.6,-0.3542) -160 -189 -174 (-2250,424) Gross 2 (-1.263,-86.97,-0.3542) -441 -183 -312 (-2250,424) Gross 3 (1.21,-128.8,-0.3542) -92.8 -408 -250 (-2250,424) Gross 4 (1.203,-80,-0.3542) -93.1 -255 -174 (-2250,424) Gross 5 (1.214,-27.47,-0.3542) -335 -383 -359 (-2250,424) Gross 6 (1.311,-108.8,-0.3542) -91.7 -279 -185 (-2250,424) Gross 7 (1.277,-50,-0.3542) -52.7 -282 -167 (-2250,424) Gross 8 (2.994,-122.4,-0.3542) -345 -127 -236 (-2250,424) Gross 9 (2.994,-111.2,-0.3542) 25.7 -506 -240 (-2250,424) - Gross 10 (2.994,-108.7,-0.3542) 96.3 -560 -232 (-2250,424) Gross 11 (2.994,-94.97,-0.3542) -420 1.97 -209 (-2250,424) - Gross 12 (2.994,-81.27,-0.3542) 65.2 -526 -230 (-2250,424) Gross 13 (2.994,-78.75,-0.3542) -41.6 -415 -229 (-2250,424) - Gross 14 (5.539,-65.12,-0.3542) -272 -81.7 -177 (-2250,424) Gross 15 (5.626,51.26,-0.3542) 97.5 -548 -225 (-2250,424) - Gross 16 (5.626,-48.67,-0.3542) 214 -674 -230 (-2250,424) Gross 17 (5.703,-35.01,-0.3542) -612 297 -157 (-2250,424) Gross 18 (7.47,-21.24,-0.3542) -188 -323 -256 (-2250,424) Gross 19 (7.737,-133.8,-0.3542) -200 -210 -205 (-2250,424) Gross 20 (11.21,-108.8,-0.3542) -280 -68.3 -174 (-2250,424) Gross 21 (11.41,-80,-0.3542) -325 -28.3 -177 (-2250,424) Gross 22 (11.41,50,-0.3542) -418 98.2 -160 (-2250,424) - Gross 23 (14.81,-27.47,-0.3542) -500 -252 -376 (-2250,424) Gross 24 (15.78,428.8,-0.3542) -360 -165 -263 (-2250,424) Gross 25 (15.78,-128.6,-0.3542) -353 -167 -260 (-2250,424) - Gross 26 (22.08,-108.8,-0.394) 104 -578 -165 (-2250,424) - Gross 27 (22.2,-80,-0.3542) 81 -448 -183 (-2250,424) Gross 28 (22.2,-50,-0.3542) 169 -509 -170 (-2250,424) Gross 29 (24.89,-80,-0.3542) 137 -495 -179 (-2250,424) - Gross 30 (24.89,50,-0.3542) 212 -546 -167 (-2250,424) Gross 31 (25.01,-108.8,-0.394) 269 -940 -208 (-2250,424) Gross 32 (27.45,-111.3,-0.4632) -87.1 -319 -195 (-2250,424) Gross 33 (27.45,-108.8,-0.4632) -19.7 -388 -190 (-2250,424) Gross 34 (26.38,-95.04,-0.3542) -475 -10.8 -243 (-2250,424) Gross 35 (28.18,-35.01,-0.3542) -813 198 -308 (-2250,424) Gross 36 (28.48,-122.5,-0.3542) -408 -99.3 -254 (-2250,424) Gross 37 (28.78,-128.8,-0.3542) -42 -437 -239 (-2250,424) Gross 38 (28.72,-27.47,-0.3542) -301 -352 -327 (-2250,424) Gross 39 (29.67,-81.19,-0.3542) 274 -672 -199 (-2250,424) Gross 40 (29.67,-78.74,-0.3542) 241 -634 -196 (-2250,424) Gross 41 (29.67,-65.04,-0.3542) -462 10.5 -226 (-2250,424) Gross 42 (29.67,-51.29,-0.3542) 334 -753 -210 (-2250,424) Gross 43 (29.67,-48.7,-0.3542) 333 -843 -255 (-2250,424) Gross 44 (29.66,-21.24,-0.3542) -181 -364 -272 (-2250,424) Gross 45 (30.63,-133.8,-0.3542) -161 -217 -189 (-2250,424) Gross 46 (31.32,-128.8,-0.3542) -85.1 -340 -213 (-2250,424) Gross 47 (31.33,-27.47,-0.3542) -265 -232 -249 (-2250,424) Gross 48 (36.76,-80,-0.3542) -450 39.6 -205 (-2250,424) Gross 49 (36.76,50,-0.3542) -437 66.8 -185 (-2250,424) Gross 50 (41.55,-108.8,-0.394) -489 246 -200 (-2250,424) Gross 51 (44.93,-27.47,-0.3542) -168 -216 -192 (-2250,424) Gross 52 (45.76,-128.8,-0.3542) -266 -103 -184 (-2250,424) Gross 53 (47.78,-80,-0.3542) 0.884 -466 -233 (-2250,424) Gross 54 (47.78,-50,-0.3542) 66.1 -450 -192 (-2250,424) Gross 55 (53.71,-78.74,-0.3542) -105 -437 -271 (-2250,424) Gross 56 (54.02,-73.96,-0.3542) -154 -237 -196 (-2250,424) Gross 57 (54.48,-81.27,-0.3542) 387 -961 -287 (-2250,424) Gross 58 (57.16,-111.2,-0.4578) 2.15 -401 -182 (-2250,424) Gross 59 (58.57,-95.04,-0.3542) -490 33.2 -229 (-2250,424) Gross 60 (55.37,-108.8,-0.4716) -118 -343 -224 (-2250,424) Gross 61 (58.63,-128.8,-0.3542) -9.99 380 -195 (-2250,424) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses, Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 27 Engineers Northwest - 3rd.floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (2) Cep (feet) 62 (58,66,-108.8,-0.394) 63 (58.68,-27.47,-0.3542) 64 (59.63,-21.16,-0.3542) 65 (59.71,-48.78,-0.3542) 66 (59.82,-34.99,-0.3542) 67 (60.63,-133.7,-0,3542) 68 (60.67,-122.5,-0.3542) 69 (61.31,-128.3,-0.3542) 70 (61.34,-110.3,-0.3911) 71 (61.34,-27.47,-0.3542) 72 (66.25,-68.88,-0.3542) 73 (66.25,-60.85,-0.3542) 74 (70.53,-50,-0.3542) 75 (70.61,-80,-0.3542) 76 (74.68,-25.27,-0.3542) 77 (76.54,-131.3,-0.3542) 78 (75.59,-108.8,-0.3542) 79 (80.12,-81.23,-0.3542) 80 (82.79,-78.84,-0.3542) 81 (85.25,-80,0.3542) 82 (85.25,50,-0.3542) 83 (85.4,-65.04,-0.3542) 84 (85.4,-51.17,-0.3542) 85 (85.4,-48.64,-0.3542) 86 (88.55,-108.8,-0.3542) 87 (88.61,-131,-0.3542) 88 (88.74,-25.27,-0.3542) 89 (89.87,34.99,-0.3542) 90 (89.86,-21.16,-0.3542) 91 (89.86,-18.75,-0.3542) 92 (90.56,-133,7,-0.3542) 93 (90.64,-138.8,-0.3542) 94 (90.64,-111.2,-0.3542) 95 (90.64,-108.7,-0.3542) 96 (90.68,-125,-0.3542) 97 (90.68,-95.04,-0.3542) 98 (91.37,-131,-0.3542) 99 (91.27,-25.27,-0.3542) 100 (91.37,-108.8,-0.3542) 101 (100.6,-50,-0.3542) 102 (100.6,-80,-0.3542) 103 (105,-25.27,-0.3542) 104 (105.8,-133.5,-0.3542) 105 (105.8,-108.8,-0.3542) 106 (109,-78.8,-0.3542) 107 (109.1,-85.04,-0.3542) 108 (117,-81.19,-0.3542) 109 (117.2,51.25,-0.3542) 110 (117.2,-48.64,-0.3542) 111 (118.6,-133.5,-0.3542) 112 (118.6,-108.8,-0.3542) 113 (118.7,-25.27,-0.3542) 114 (120,-18.95,-0.3542) 115 (120.2,-141.1,-0.3542) 116 (120.1,-34.99,-0.3542) 117 (120.2,-125,-0.3542) 118 (120.2,-21.22,-0.3542) 119 (120.3,-138.8,-0.3542) 120 (120.3,-111.2,-0.3542) 121 (120.3,-108.7,-0.3542) 122 (120.3,-94.96,-0.3542) Conc. Top Conc. Bd. Conc. Cent. Conc Limits (Psi) (Psi) (Psi) (Psi) 327 -923 -165 (-2250,424) -172 -172 -172 (-2250,424) -241 -407 -324 (-2250,424) 409 -1170 -381 (-2250,424) -774 114 -330 (-2250,424) -196 -232 -214 (-2250,424) -444 -44.1 -244 (-2250,424) 114 -489 -187 (-2250,424) 229 -903 -214 (-2250,424) -69.1 -262 -165 (-2250,424) -245 -97.6 -171 (-2250,424) -179 -110 -145 (-2250,424) 380 -560 -89.6 (-2250,424) 357 -541 -92.4 (-2250,424) -203 -58.5 -131 (-2250,424) -321 8.43 -156 (-2250,424) -337 48.1 -144 (-2250,424) 186 -623 -218 (-2250,424) 242 568 -163 (-2250,424) -289 96.7 -96.4 (-2250,424) -342 139 -101 (-2250,424) -437 12.9 -212 (-2250,424) 240 -660 -210 (-2250,424) 160 -649 -245 (-2250,424) 258 -543 -143 (-2250,424) 9.91 -298 -144 (-2250,424) 9.98 -252 -121 (-2250,424) -640 145 -247 (-2250,424) -89.6 -395 -243 (-2250,424) -358 -147 -253 (-2250,424) -971 415 -278 (-2250,424) 12.3 -538 -263 (-2250,424) 150 -742 -296 (-2250,424) 256 -680 -212 (-2250,424) -600 51.1 -274 (-2250,424) -432 -0.929 -216 (-2250,424) -123 -232 -178 (-2250,424) 72.3 -306 -117 (-2250,424) 337 -611 -137 (-2250,424) 359 -568 -104 (-2250,424) 297 -508 -106 (-2250,424) -228 -6.17 -117 (-2250,424) -374 65.2 -154 (-2250,424) -367 131 -118 (-2250,424) 128 -520 -196 (-2250,424) -310 -48.5 -179 (-2250,424) 349 -819 -235 (-2250,424) 79.7 -546 -233 (-2250,424) 402 -931 -265 (-2250,424) 162 -492 -165 (-2250,424) 342 -541 -99.8 (-2250,424) 84 -315 -115 (-2250,424) -410 -144 -277 (-2250,424) -307 -227 -267 (-2250,424) -614 89.2 -263 (-2250,424) -635 99.7 -268 (-2250,424) -229 -309 -269 (-2250,424) -149 -410 -280 (-2250,424) 257 -781 -262 (-2250,424) 239 -715 -238 (-2250,424) -482 0.618 -241 (-2250,424) Rebar Top Rebar Bot Rebar Limits (iii) (ksi) (ksi) "Centroid" Indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Fri- i7 Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 28 ;h1 ,t1T-,f1A0rOW,A4-9$1:0VM,WAVIMVO.V.0.40SWIN Engineers Northwest - 3rd.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (3) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 123 (121.4,-108.8,-0.3542) 149 -530 -190 (-2250,424) - Gross 124 (121.4,-133.4,-0.3542) 118 -458 -170 (-2250,424) Gross 125 (121.4,-25.21,-0.3542) 20.6 -249 -114 (-2250,424) Gross 128 (124.4,-57.81,-0.3542) -201 -271 -238 (-2250,424) Gross 127 (130,-50,-0.3542) -63.8 -138 -101 (-2250,424) Gross 128 (130.1,-80,-0.3542) -18.3 -150 -84.1 (-2250,424) Gross 129 (134.6,-133.5,-0.3542) -355 2.01 -177 (-2250,424) Gross 130 (134.7,-108.8,-0.3542) -253 -114 -184 (-2250,424) Gross 131 (134.8,-80,-0.3542) -148 -22.5 -85.1 (-2250,424) Gross 132 (135,-78.86,-0.3542) 366 -740 -187 (-2250,424) Gross 133 (135,-65.04,-0.3542) -548 159 -195 (-2250,424) Gross 134 (134.9,-25.5,-0.3542) -201 -26.4 -114 (-2250,424) Gross 135 (135,-50,-0.3542) -201 1.37 -100 (-2250,424) Gross 136 (139.9,-80,-0.3542) -18.7 -159 -88.9 (-2250,424) Gross 137 (139.9,-50,-0.3542) -39.4 -160 -99.6 (-2250,424) Gross 138 (148.4,-81.19,-0.3542) 297 -759 -231 (-2250,424) Gross 139 (148.5,-125,-0.3542) -656 169 -244 (-2250,424) Gross 140 (148.4,-25.21,-0.3542) 90.7 -315 -112 (-2250,424) Gross 141 (148.6,-138.8,-0.3542) -49.9 -425 -237 (-2250,424) - • Gross 142 (148.6,-133.5,-0.3542) 176 -532 -178 (-2250,424) Gross 143 (148.6,-94.96,-0.3542) -529 36.6 -246 (-2250,424) - Gross 144 (148.6,-111.3,-0.3542) 419 -878 -229 (-2250,424) Gross 145 (148.6,-108.7,-0.3542) 370 -820 -225 (-2250,424) Gross 146 (148.6,-108.8,0.3542) 238 -592 -177 (-2250,424) Gross 147 (148.7,-141.2,-0.3542) -266 -213 -240 (-2250,424) Gross 148 (148.7,-51.32,-0.3542) 66.9 533 -233 (-2250,424) Gross 149 (148.7,-48.71,-0.3542) 418 -900 -241 (-2250,424) Gross 150 (148.7,-35.04,-0.3542) -677 184 -246 (-2250,424) Gross 151 (148.7,-19.09,-0.3542) -352 -148 -250 (-2250,424) Gross 152 (149,-21.15,-0.3542) -35.5 -448 -242 (-2250,424) Gross 153 (151.2,-25.29,-0.3542) 371 -601 -115 (-2250,424) Gross 154 (151.3,-56.42,-0.3542) -177 -306 -241 (-2250,424) Gross 155 (151.4,-108.8,-0.3542) 411 -772 -180 (-2250,424) Gross 156 (151.4,-133.5,-0.3542) 354 -714 -180 (-2250,424) Gross 157 (151.5,-80,-0.3542) 404 -673 -135 (-2250,424) Gross 158 (151.5,-50,-0.3542) 406 -708 -151 (-2250,424) Gross 159 (156.6,-65.19,-0.3542) -112 -208 -160 (-2250,424) Gross 160 (157.1,-25.29,-0.3542) -188 -42.7 -115 (-2250,424) Gross 161 (157.2,-80,-0.3542) -105 -164 -134 (-2250,424) Gross 162 (157.2,-108.8,-0.3542) -222 -147 -185 (-2250,424) Gross 163 (157.2,50,-0.3542) -144 -153 -149 (-2250,424) Gross 164 (157.3,-133.5,-0.3542) -238 -116 -177 (-2250,424) Gross 165 (172.7,-108.8,-0.3542) -279 -109 -194 (-2250,424) Gross 166 (172.8,-131.2,-0.3542) -348 5.67 -171 (-2250,424) Gross 167 (172.9,-80,-0.3542) -188 -53.3 -120 (-2250,424) Gross 168 (173.1,-50,-0.3542) -154 -80.7 -117 (-2250,424) Gross 169 (173.2,-25.29,-0.3542) -162 -83.8 -123 (-2250,424) - Gross 170 (178.6,-131.1,-0.3542) 160 -506 -173 (-2250,424) Gross 171 (178.6,-108.8,-0.3542) 335 -725 -195 (-2250,424) - Gross 172 (178.7,-80,-0.3542) 289 -531 -121 (-2250,424) - Gross 173 (178.7,-50,-0.3542) 377 -604 -113 (-2250,424) - Gross 174 (178.7,-25.29,-0.3542) 339 -593 -127 (-2250,424) - - Gross 175 (180.9,-65.19,-0.3542) -409 -36.9 -223 (-2250,424) Gross 176 (181,-133.8,-0.3542) -923 371 -276 (-2250,424) - Gross 177 (181,-138.7,-0.3542) -30.5 -498 -264 (-2250,424) Gross 178 (181,-111.2,-0.3542) 232 -780 -274 (-2250,424) - Gross 179 (181,-108.7,-0.3542) 374 -740 -183 (-2250,424) Gross 180 (181.1,-125,-0.3542) -585 20.7 -282 (-2250,424) Gross 181 (181,-81.25,-0.3542) 276 -669 -197 (-2250,424) - - Gross 182 (181,-78.84,-0.3542) 278 -676 -199 (-2250,424) - Gross 183 (181.1,-94.89,-0.3542) -476 85.8 -195 (-2250,424) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;' -" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 29 Engineers Northwest - 3rd.floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (4) # Centroid (feet) 184 (181,-51.24,-0.3542) 185 (181,-48.75,-0.3542) 186 (181,-21.16,-0.3542) 187 (181,-18.75,-0.3542) 188 (181.1,-35.03,-0.3542) 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 (181.2,-25.29,-0.3542) (181.3,-80,-0.3542) (181.3,-108.8,-0.3542) (181.4,-131,-0.3542) (181.4,-50,-0.3542) (194.8,-108.8,-0.3542) (194.8,-80,-0.3542) (194.9,-131.2,-0.3542) (194.8,-50,-0.3542) (194.8,-25.29,-0.3542) (201.6,-65.04,-0.3542) (201.7,-78.91,-0.3542) (208.5,-80,-0.3542) (208.5,50,-0.3542) (208.5,-27.88,-0.3542) (208.7,-110.3,-0.3911) (208.7,-128.6,-0.3542) (209.5,-21.17,-0.3542) (209.8,-48.65,-0.3542) (209.8,-34.99,-0.3542) (211.1,-27.47,-0.3542) (211.2,-128.8,-0.3542) (211.3,-108.8,-0.394) (211.9,-133.8,-0.3542) (211.9,-122.5,-0.3542) (213.1,-111.3,-0.4588) (215.2,-108.7,-0.4737) (211.9,-95.04,-0.3542) (214.3,-81.32,-0.3542) (222,-80,-0.3542) (222.1,50,-0.3542) (224.8,-27.47,-0.3542) (227.6,-78.88,-0.3542) (227.6,51.31,-0.3542) (227.9,-64.58,-0.3542) (228.9,-128.8,-0.3542) (228.9,-108.8,-0.394) 226 (233.8,-80,-0.3542) 227 (233.8,-50,-0.3542) 228 (238.6,-128.8,-0.3542) 229 (238.8,-27.47,-0.3542) 230 (239.5,-21.23,-0.3542) 231 (241.2,-27.47,-0.3542) 232 (241.4,-128.8,-0.3542) 233 (241.4,-48.56,-0.3542) 234 (241.4,-34.99,-0.3542) 235 (243.4,-122.5,-0.3542) 236 (243.4,-133.8,-0.3542) 237 (242.5,-111.2,-0.4649) 238 (242.5,-108.7,-0.4649) 239 (243.4,-95.04,-0.3542) 240 (245.1,-80,-0.3542) 241 (245.2,-108.8,-0.394) 242 (245.1,50,-0.3542) 243 (245.6,-81.3,-0.3542) 244 (245.6,-78.81,-0.3542) Conc. Top Conc. Bot Conc. Cent Conc Limits (Psi) (Psi) (Psi) (Psi) 361 -771 -205 (-2250,424) 398 -845 -223 (-2250,424) 6.91 -474 -233 (-2250,424) -340 -160 -250 (-2250,424) -705 249 -228 (-2250,424) 164 -429 -133 (-2250,424) 185 -432 -124 (-2250,424) 166 -565 -199 (-2250,424) 17.8 -381 -182 (-2250,424) 274 -501 -113 (-2250,424) -224 -177 -200 (-2250,424) -176 -70.1 -123 (-2250,424) -279 -101 -190 (-2250,424) -215 11.7 -101 (-2250,424) -224 -60.9 -143 (-2250,424) -168 -166 -166 (-2250,424) 27.9 -383 -177 (-2250,424) 44.1 -295 -125 (-2250,424) 137 -334 -98.9 (-2250,424) -184 -161 -173 (-2250,424) -57.7 -661 -294 (-2250,424) 2.88 -480 -238 (-2250,424) -157 -379 -268 (-2250,424) 395 -1000 -303 (-2250,424) -817 257 -280 (-2250,424) -230 -126 -178 (-2250,424) -44.9 -448 -247 (-2250,424) 318 -842 -139 (-2250,424) -162 -202 -182 (-2250,424) -398 -83.7 -241 (-2250,424) -89.6 -304 -188 (-2250,424) -93.2 -351 -215 (-2250,424) -479 23.6 -228 (-2250,424) 182 -661 -239 (-2250,424) 36.6 -472 -218 (-2250,424) 87.5 -444 -178 (-2250,424) -148 -265 -206 (-2250,424) 166 -533 -183 (-2250,424) 167 -571 -202 (-2250,424) -357 -34.1 -196 (-2250,424) -328 -129 -229 (-2250,424) -486 294 -179 (-2250,424) -439 55.3 -192 (-2250,424) -427 81 -173 (-2250,424) -109 -326 -218 (-2250,424) -292 -223 -258 (-2250,424) -161 -374 -268 (-2250,424) -293 -381 -337 (-2250,424) -51.6 -444 -248 (-2250,424) 328 -803 -238 (-2250,424) -836 237 -300 (-2250,424) -413 -98 -255 (-2250,424) -122 -246 -184 (-2250,424) -55.1 -353 -194 (-2250,424) 0.696 -407 -189 (-2250,424) -489 17.3 -236 (-2250,424) 124 -462 -169 (-2250,424) 299 -970 -201 (-2250,424) 196 -512 -158 (-2250,424) 282 -672 -195 (-2250,424) 302 -695 -196 (-2250,424) Fa -17z - Rebar Top Rebar Bat Rebar Limits Calc. (ksl) (ksl) (ksi) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;' -" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 30 Engineers Northwest - 3rd.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (5) # Centroid (feet) 245 (245.6,51.31,-0.3542) 248 (245.9,-65.04,-0.3542) 247 (247.8,-108.8,-0.394) 248 (247.8,-80,-0.3542) 249 (247.9,-50,-0.3542) 250 (254.1,-27.47,-0.3542) 251 (257.6,-128.8,-0.3542) 252 (257.8,-108.8,-0.3542) 253 (258,-80,-0.3542) 254 (258,-50,-0.3542) 255 (261.9,-21.15,-0.3542) 256 (263.7,-133.7,-0.3542) 257 (263.6,-34.99,-0.3542) 258 (263.7,51.41,-0.3542) 259 (263.7,-48.49,-0.3542) 260 (264,-64.97,-0.3542) 261 (266.6,-122.5,-0.3542) 262 (266.6,-111.3,-0.3542) 263 (266.6,-108.7,-0.3542) 264 (266.6,-94.89,-0.3542) 265 (266.6,-81.27,-0.3542) 266 (266.6,-78.75,-0.3542) 267 (268.6,-50,-0.3542) 268 (268.7,-128.8,-0.3542) 269 (268.6,-80,-0.3542) 270 (268.7,-108.8,-0.3542) 271 (268.8,-27.47,-0.3542) 272 (271,-87.04,-0.3542) 273 (271.1,-110.6,-0.3542) Conc. Top Conc. Bot. Conc. Cent. Conc Limits (Psi) (Psi) (Psi) (Psi) 380 -815 -218 (-2250,424) -478 0.0755 -239 (-2250,424) 152 -640 -160 (-2250,424) 116 -468 -176 (-2250,424) 193 -518 -162 (-2250,424) -466 -296 -381 (-2250,424) -464 -87.1 -276 (-2250,424) -253 -85.1 -169 (-2250,424) -305 -39.9 -173 (-2250,424) -388 85.2 -151 (-2250,424) -146 -324 -235 (-2250,424) -201 -272 -236 (-2250,424) -670 404 -133 (-2250,424) 228 -572 -172 (-2250,424) 312 -657 -172 (-2250,424) -342 42.4 -150 (-2250,424) -367 -36.5 -202 (-2250,424) 131 -546 -208 (-2250,424) 201 -605 -202 (-2250,424) -469 90.5 -189 (-2250,424) 168 -579 -205 (-2250,424) 69.1 -476 -203 (-2250,424) -58.7 -272 -165 (-2250,424) -99 -343 -221 (-2250,424) -110 -234 -172 (-2250,424) -105 -267 -186 (-2250,424) -332 -376 -354 (-2250,424) -435 -165 -300 (-2250,424) -156 -196 -176 (-2250,424) Rebar Top Rebar Bot Rebar Limits (ksl) (ks►) (ksl) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 31 :ylftuw!,%•'23'w'1~7.'14,',44411 4iw11�i"i3T:n`G Engineers Northwest - 3rd.floor- Monday April 213, 2003 Factored LC: Design Section Summary # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. In.) (inches) 1 0 0 0 int OK 2 0 0 0 inf OK 3 0 0 0 inf OK 4 0 0 0 Int OK 5 0.473 ACI 18.7 0 0 Int OK 6 0 0 0 Inf OK 7 0 0 0 inf OK 8 0 0 0 Int OK 9 0 0 0 inf OK 10 0.0406 ACI 18.7 0 0 Int OK 11 0 0 0 inf OK 12 0 0 0 Int OK 13 0 0 0 int OK 14 0 0 0 Inf OK 15 0 0 0 inf OK 16 0.254 ACI 18.7 0 0 inf OK 17 0 0.44 ACI 18.7 0 int OK 18 0 0 0 inf OK 19 0 0 0 inf OK 20 0 0 0 inf OK 21 0 0 0 inf OK 22 0 1.2 ACI 18.7 0 Int OK 23 0 7.68 ACI 18.7 0 int OK 24 0 0 0 inf OK 25 0 0 0 int OK 26 0 0 0 inf OK 27 0 0 0 Int OK 28 0.77 ACI 18.7 0 0 int OK 29 0.589 ACI 18.7 0 0 inf OK 30 1.67 ACI 18.7 0 0 int OK 31 3 ACI 18.7 0 0.57 9 ACI 11.4 OK 32 0 0 0 int OK 33 0 0 0 inf OK 34 0 0 0 int OK 35 0 4.99 ACI 18.7 0 int OK 36 0 0 0 int OK 37 0 0 0 inf OK 38 7.53 ACI 18.7 0 0 Inf OK 39 4.66 ACI 18.7 0 0 int OK 40 3.84 ACI 18.7 0 0 int OK 41 0 0 0 inf OK 42 5.78 ACI 18.7 0 0 inf OK 43 5.87 ACI 18.7 0 0 int OK 44 0 0 0 int OK 45 0 0 0 Int OK 46 0 0 0 inf OK 47 6.2 ACI 18.7 0 0 int OK 48 0 1.63 ACI 18.7 0 Int OK 49 0 0.887 ACI 18.7 0 inf OK 50 0 0 0 inf OK 51 0 5.29 ACI 18.7 0 inf OK 62 0 0 0 int OK 53 0 0 0 inf OK 54 0 0 0 Int OK 55 0 0 0 Int OK 56 0 0 0 inf OK 57 4.12 ACI 18.7 0 0 int OK 58 0 0 0 Inf OK 59 0 0.212 ACI 18.7 0 inf OK 60 0 0 0 int OK 61 0 0 0 inf OK 62 4.31 ACI 18.7 0 0.708 9 ACI 11.4 OK 63 7.05 ACI 18.7 0 0 Int OK 64 0 0 0 int OK 65 8.17 ACI 18.7 0 0 int OK 66 0 0 0 int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 32 Y 1t•• t t! �;•„.�, y1W?= r :r .�•.r. 4,� ,�i. .r rsNr•'r•� 7 r r ';. Engineers Northwest - 3►d.floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (2) F 1-* x t , 0 As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling 1 Status (sq. In.) (sq. In.) (sq. In.) (inches) 67 0 0 0 inf OK • 68 0 0 0 inf OK 69 7.11 ACI 18.7 0 0 Inf OK 70 0.579 ACI 18.7 0.358 ACI 18.7 0.893 9 ACI 11.4 OK 71 7.63 ACI 18.7 0 0 int OK 72 0 0 0 int OK 73 0 0 0 inf OK 74 0.854 ACI 18.7 0 0 inf OK 75 0 0 0 inf OK 76 0 0 0 inf OK 77 0 0 0 int OK 78 0 0 0 inf OK 79 0.243 ACI 18.7 0 0 inf OK 80 1,3 ACI 18.7 0 0 inf OK 81 0 0 0 Int OK 82 0 0 0 inf OK 83 0 0 0 Inf OK 84 1.56 ACI 18.7 0 0 Inf OK 85 0.347 ACI 18.7 0 0 int OK 86 0.801 ACI 18.7 0 0 Int OK 87 0 0 0 inf OK. 88 0 0 0 int OK 89 0 1.3 ACI 18.7 0 inf OK 90 0 0 0 Inf OK 91 0 0 0 inf OK 92 0 0.554 ACI 18.7 0 int OK 93 0 0 0 inf OK 94 1.92 ACI 18.7 0 0 Int OK 95 4.79 ACI 18.7 0 0 inf OK 96 0 0 0 inf OK 97 0 0 0 int OK 98 0 0 0 int OK 99 0 0 0 inf OK 100 2.22 ACI 18.7 0 0 int OK 101 0.953 ACI 18.7 0 0 inf OK 102 0 0 0 inf OK 103 0 0 0 inf OK 104 0 0 0 inf OK 105 0 0 0 inf OK i 106 0.0913 ACI 18.7 0 0 inf OK 107 0 0 0 inf OK 108 10 ACI 18.7 0 0 Int OK 109 0 0 0 int OK 110 9.91 ACI 18.7 0 0 int OK 111 2.1 ACI 18.7 0 0 inf OK 112 2.92 ACI '18.7 0 0 inf OK 113 0 0 0 int OK 114 0 0 0 int OK i. 115 0 0 0 inf OK 116 0 0.765 ACI 18.7 0 int OK 117 0 1.01 ACI 18.7 0 inf OK 118 0 0 0 Int OK 119 0 0 0 inf OK 120 3.9 ACI 18.7 0 0 Int OK 121 2.99 ACI 18.7 0 0 inf OK 122 0 0 0 inf OK 123 0 0 0 inf OK 124 1.52 ACI 18.7 0 0 inf OK 125 0 0 0 inf OK 126 0 0 0 In! OK 127 0 0 0 int OK 128 0 0 0 Int OK 1 129 0 0 0 int OK ''.': 130 0 0 0 inf OK 131 0 0 0 int OK 132 0.911 ACI 18.7 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, inc. P.S. Factored LC: Design Section Summary 33 Engineers Northwest - 3rd.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (3) F'LR. t7cp # As Top Controlling (sq. In.) 133 0 134 0 135 0 136 0 137 0 138 3.19 ACI 18.7 139 0 140 0 141 0 142 1.87 ACI 18.7 143 0 144 5.51 ACI 18.7 145 4.37 ACI 18.7 146 0 147 0 148 0 149 4.56 ACI 18.7 150 0 151 0 152 0 153 1.67 ACI 18.7 154 0 155 2.51 ACI 18.7 156 4.12 ACI 18.7 157 0.0971 ACI 18.7 158 1.73 ACI 18.7 159 1.52 ACI 18.7 160 0 161 0 162 0 163 0 164 0 165 0 166 0 167 0 168 0 169 0 170 0.588 ACI 18.7 171 1.82 ACI 18.7 172 0.0415 ACI 18.7 173 1.31 ACI 18.7 174 1.68 ACI 18.7 175 0 176 0 177 0 178 1.97 ACI 18.7 179 4.81 ACI 18.7 180 0 181 2.37 ACI 18.7 182 2.57 ACI 18.7 183 0 184 4.38 ACI 18.7 185 4.96 ACI 18.7 186 0 187 0 188 0 189 0 190 0 191 0 192 0 193 0 194 0 195 0 196 0 197 0 198 0 As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (Inches) 1.11 ACI 18.7 0 inf o 0 int 0 0 inf 0 0 Int 0 0 inf 0 0 Int 1.25 ACI 18.7 0 Inf O 0 inf O 0 inf O 0 inf 0 0 inf O 0 Int O 0 inf 0 0 inf O 0 inf 0 0 int o o int 0.972 ACI 18.7 0 inf 0 0 inf O 0 int O 0 inf 0 0 int 0 0 inf O 0 Inf O 0 inf O 0 int O 0 inf O 0 inf 0 0 int 0 0 Inf O 0 inf O 0 int O 0 inf O 0 Int 0 0 inf O 0 inf 0 0 inf 0 0 inf 0 0 inf O 0 inf 0 0 Inf O 0 int o 0 inf O 0 Inf 0 0 inf O 0 int O 0 inf O 0 Inf 0 0 inf 0 0 inf O 0 inf 0 0 inf 0 0 inf 0 0 int O 0 int 1.99 ACI 18.7 0 inf 0 0 int 0 0 Int O 0 int 0 0 inf O 0 inf O 0 inf O 0 inf O 0 inf 0 0 inf O 0 int 'Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 34 Engineers Northwest - 3rd.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (4) F -v--177 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (Inches) 199 0 0 0 inf OK 200 0 0 0 Inf OK 201 0 0 0 int OK 202 0 0 0 int OK 203 5.89 ACI 18.7 0 0 int OK 204 0 4.42 ACI 18.7 0.726 9 ACI 11.4 OK 205 0 0 0 inf OK 206 0 0 0 int OK 207 7.5 ACI 18.7 0 0 inf OK 208 0 2.32 ACI 18.7 0 int OK 209 7.04 ACI 18.7 0 0 inf OK 210 0 0 0 inf OK 211 3.39 ACI 18.7 0 0.618 9 ACI 11.4 OK 212 0 0 0 inf OK 213 0 0 0 inf OK 214 0 0 0 Int OK 215 0 0 0 int OK 216 0 1.53 ACI 18.7 0 inf OK 217 0.768 ACI 18.7 0 0 inf OK 218 0 0 0 inf OK 219 0 0 0 inf OK 220 0 5.03 ACI 18.7 0 inf OK 221 0 0 0 Inf OK 222 0 0 0 inf OK 223 0 0 0 Inf OK 224 0 0 0 inf OK 225 0 0 0 inf OK 228 0 1.77 ACI 18.7 0 inf OK 227 0 0.944 ACI 18.7 0 inf OK 228 0 0 0 inf OK 229 6.31 ACI 18.7 0 0 inf OK 230 0 0 0 inf OK 231 7.82 ACI 18.7 0 0 inf OK 232 0 0 0 inf OK 233 5.92 ACI 18.7 0 0 inf OK 234 0 4.45 ACI 18.7 0 int OK 235 0 0 0 inf OK 236 0 0 0 inf OK 237 0 0 0 inf OK 238 0 0 0 int OK 239 0 0 0 int OK 240 0.295 ACI 18.7 0 0 int OK 241 3.45 ACI 18.7 0 0.589 9 ACI 11.4 OK 242 1.34 ACI 18.7 0 0 inf OK 243 5.86 ACI 18.7 0 0 inf OK 244 6.32 ACI 18.7 0 0 inf OK 245 7.98 ACI 18.7 0 0 inf OK 246 0 1.74 ACI 18.7 0 inf OK 247 0.461 ACI 18.7 0 0 inf OK 248 0.124 ACI 18.7 0 0 inf OK 249 0.857 ACI 18.7 0 0 Int OK 250 0 7.15 ACI 18.7 0 Int OK 251 0 0 0 int OK 252 0 0 0 inf OK 253 0 0 0 Int OK 254 0 1.01 ACI 18.7 0 Int OK 255 0 0 0 inf OK 256 0 0 0 Int OK 257 0 0.102 ACI 18.7 0 inf OK 258 0 0 0 int OK 259 0 0 0 inf OK 260 0 0 0 inf OK 261 0 0 0 inf OK 262 0 0 0 Inf OK 263 0.176 ACI 18.7 0 0 Int OK 264 0 0 0 int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 35 Engineers Northwest - 3rd.floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (5) fa.- rib # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (inches) . 265 0 0 0 inf OK 266 0 0 0 inf OK 267 0 0 0 inf OK 268 0 0 0 inf OK 269 0 0 0 Int OK 270 0 0 0 inf OK 271 0.465 ACI 18.7 0 0 in? OK 272 0 0 0 inf OK 273 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 36 ;Yy 1 4;4i 4.1,1. J.�ti3.k`):,µt7�4�e` Y'°iii.C44,,1.430A. s'.cilti�'i, Engineers Northwest - 3rd.floor- Monday April 28, 2003 Factored LC: Design Section Stresses Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (psi) (Psi) (Psi) (Psi) (ksi) (kW) (ksi) 1 (-1.258,-110.6,-0.3542) 285 -284 0.206 (-,-) - Gross 2 (-1.263,-86.97,-0.3542) 232 -233 -0.497 (-,-) Gross 3 (1.21,-128.8,-0.3542) 353 -249 51.9 (-,-) Gross 4 (1.203,-80,-0.3542) 406 -381 12.8 (-,-) Gross 5 (1.214,-27.47,-0.3542) 147 -23.4 61.7 (-,-) Gross 6 (1.311,-108.8,-0.3542) 459 -427 16 (-,-) Gross 7 (1.277,-50,-0.3542) 199 -169 15 (-,-) - Gross 8 (2.99A-122.4,-0.3542) -847 838 -4.42 (-,-) Gross 9 (2.994,-111.2,-0.3542) 1310 -1300 6.98 (-,-) Gross 10 (2.994,-108.7,-0.3542) 1410 -1370 16 (-,-) Gross 11 (2.994,-94.97,-0.3542) -1140 1190 22.6 (-,-) Gross 12 (2.994,-81.27,-0.3542) 1200 -1140 33.3 (-,-) Gross 13 (2.994,-78.75,-0.3542) 979 -914 32.6 (-,-) Gross 14 (5.539,-65.12,-0.3542) -1050 1130 37.9 (-,-) - Gross 15 (5.626,-51.26,-0.3542) 1400 -1350 22.3 (-,-) Gross 16 (5.626,-48.67,413542) 1550 -1540 6.75 (-,-) - • Gross 17 (5.703,-35.01,-0.3542) -1620 1580 -21.3 (-,-) - Gross 18 (7.47,-21.24,-0.3542) 139 -143 -2.21 (-,-) - - Gross 19 (7.737,-133.8,-0.3542) 50.1 -38.7 5.69 (-,-) - Gross 20 (11.21,-108.8,-0.3542) -784 816 16.1 (-,-) Gross 21 (11.41,-80,-0.3542) -834 850 8.11 (-,-) ' Gross 22 (11.41,-50,-0.3542) -1060 1080 12.7 (-,-) Gross 23 (14.81,-27.47,-0.3542) -1250 1400 73.5 (-,-) - Gross 24 (15.78,-128.8,-0.3542) -846 966 60.1 (-.-) Gross 25 (15.78,-128.6,-0.3542) -836 956 59.8 (-,-) - Gross 26 (22.08,-108.8,-0.394) 1020 -1520 20.4 (-,-) Gross 27 (22.2,-80,-0.3542) 891 -900 -4.6 (-,-) Gross 28 (22.2,-50,-0.3542) 989 -962 13.5 (-,-) Gross 29 (24.89,-80,-0.3542) 968 -970 -0.879 (-,-) Gross 30 (24.89,-50,-0.3542) 1080 -1040 20.9 (-,-) Gross 31 (25.01,-108.8,-0.394) 1530 -2260 33.3 (-,-) Gross 32 (27.45,-111.3,-0.4632) 845 -966 6.21 (-,-) Gross 33 (27.45,-108.8,-0.4632) 938 -1070 10.3 (-,-) Gross 34 (26.38,-95.04,-0.3542) -1090 1140 23.5 (-,-) Gross 35 (28.18,-35.01,-0.3542) -1580 1630 22.4 (-,-) - Gross 36 (28.48,-122.5,-0.3542) -949 970 10.5 (-,-) Gross 37 (28.78,-128.8,-0.3542) 1260 -1150 59.7 (-,-) Gross 38 (28.72,-27.47,-0.3542) 1380 -1200 87.9 (-,-) Gross 39 (29.67,-81.19,-0.3542) 1510 -1430 40 (-,-) Gross 40 (29.67,-78.74,-0.3542) 1430 -1350 42.5 (-,-) Gross 41 (29.67,-65.04,-0.3542) -1030 1110 40.5 (-,-) Gross 42 (29.67,-51.29,-0.3542) 1570 -1480 45 (-,-) Gross 43 (29.67,-48.7,-0.3542) 1750 -1680 36.9 (-,-) Gross 44 (29.66,-21.24,-0.3542) 241 -223 8.63 (-,-) Gross 45 (30.63,-133.8,-0.3542) 129 -114 7.43 (-,-) Gross 46 (31.32,-128.8,-0.3542) 1100 -939 79.9 (-,-) Gross 47 (31.33,-27.47,-0.3542) 1180 -968 104 (-,-) Gross 48 (36.76,-80,-0.3542) -982 939 -21.6 (-,-) Gross 49 (38.76,-50,-0.3542) -881 915 17.1 (-,-) Gross 50 (41.55,-108.8,-0.394) -1210 2010 56.3 (-,-) Gross 51 (44.93,-27.47,-0.3542) -800 1060 129 (-,-) Gross 52 (45.76,-128.8,-0.3542) -1080 1230 75.4 (-,-) Gross 53 (47.78,-80,-0.3542) 732 -803 -35.3 (-,-) Gross 54 (47.78,-50,-0.3542) 722 -702 9.66 (-,-) Gross 55 (53.71,-78.74,-0.3542) 704 -626 39.1 (-,-) Gross 56 (54.02,-73.96,-0.3542) 73 -36.5 18.2 (-,-) Gross 57 (54.48,-81.27,-0.3542) 1780 -1760 7.42 (-,-) Gross 58 (57.16,-111.2,-0.4578) 766 -894 6.43 (-,-) Gross 59 (58.57,-95.04,-0.3542) -1120 1150 17.9 (-,-) Gross 60 (55.37,-108.8,-0.4716) 886 -968 11.6 (-,-) Gross 61 (58.63,-128.8,-0.3542) 1480 -1300 92.3 (-,-) - Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Fc -R.1 -71 Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 37 Engineers Northwest - 3rd.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (2) a Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (psi) (Psi) (Psi) (ksi) (ksi) (ksi) 62 (58.66,-108.8,-0.394) 1660 -2400 64.5 (-,-) Gross 63 (58.68,-27.47,-0.3542) 1380 -1050 165 (-,-) Gross 64 (59.63,-21.16,-0.3542) 230 -206 11.9 (-,-) Gross 65 (59.71,-48.78,-0.3542) 2210 -2210 -0.298 (-,-) Gross 66 (59.82,-34.99,-0.3542) -1590 1610 12.8 (-,-) Gross 67 (60.63,-133.7,-0.3542) 94.8 -73.1 10.9 (-,-) - Gross 68 (60.67,-122.5,-0.3542) -1050 1080 13.4 (-,-) Gross 69 (61.31,-128.3,-0.3542) 1600 -1380 112 (-,-) Gross 70 (61.34,-110.3,-0.3911) 1850 -2610 103 (-,-) Gross 71 (61.34,-27.47,-0.3542) 1490 -1130 180 (-,-) Gross 72 (66.25,-68.88,-0.3542) -253 326 36.5 (-,-) Gross 73 (66.25,-60.85,-0.3542) -187 308 60.4 (-,-) Gross 74 (70.53,-50,-0.3542) 1760 -1330 216 (-,-) Gross 75 (70.61,-80,-0.3542) 1660 -1270 200 (-,-) Gross 76 (74.68,-25.27,-0.3542) -767 1080 156 (-,-) Gross 77 (75.54,-131.3,-0.3542) -824 997 86.9 (-,-) Gross 78 (75.59,-108.8,-0.3542) -913 1120 102 (-,-) Gross 79 (80.12,-81.23,-0.3542) 1310 -1270 19.2 (-,-) Gross 80 (82.79,-79.84,-0.3542) 1190 -1150 23.6 (-,-) Gross 81 (85.25,-80,-0.3542) -1090 1450 176 (-,-) Gross 82 (85.25,-50,-0.3542) -1140 1540 203 (-,-) Gross 83 (85.4,-65.04,-0.3542) -825 909 42.2 (-,-) Gross 84 (85.4,-51.17,-0.3542) 1190 -1190 -0.929 (-,-) Gross 85 (85.4,-48.64,-0.3542) 1190 -1200 -7.1 (-,-) Gross 86 (88.55,-108.8,-0.3542) 1450 -1210 122 (-,-) Gross 87 (88.61,-131,-0.3542) 1050 -863 92.4 (-,) Gross 88 (88.74,-25.27,-0.3542) 1200 -852 175 (-,-) Gross 89 (89.87,-34.99,-0.3542) -1430 1430 2.48 (-,-) Gross 90 (89.86,-21.16,-0.3542) 742 -737 2.73 (-,-) Gross 91 (89.86,-18.75,-0.3542) 174 -176 -1.33 (-,-) Gross 92 (90.56,-133.7,-0.3542) -721 745 11.7 (-,-) Gross 93 (90.64,-138.8,-0.3542) 498 -471 13.6 (-,-) Gross 94 (90.64,-111.2,-0.3542) 1710 -1670 19.2 (-,-) Gross 95 (90.64,-108.7,-0.3542) 1530 -1480 24.6 (-,-) Gross 96 (90.68,-125,-0.3542) -1360 1380 11.9 (-,-) - Gross 97 (90.68,-95.04,-0.3542) -1090 1120 15.9 (-,-) Gross 98 (91.37,-131,-0.3542) 1110 -913 99.6 (-,-) - Gross 99 (91.27,-25.27,-0.3542) 1280 -913 182 (-,-) Gross 100 (91.37,-108.8;0.3542) 1590 -1330 129 (-,-) - - Gross 101 (100.6,-50,-0.3542) 1760 -1370 195 (-,-) Gross 102 (100.6,-80,-0.3542) 1610 -1320 146 (-,-) - Gross 103 (105,-25.27,-0.3542) -684 1090 201 (-;) Gross 104 (105.8,-133.5,-0.3542) -888 1060 87.4 (-,-) Gross 105 (105.8,-108.8,-0.3542) -847 1140 146 (-,-) - Gross 106 (109,-78.8,-0.3542) 1150 -1130 10.8 (-,-) Gross 107 (109.1,-65.04,-0.3542) -550 611 30.5 (-,-) Gross 108 (117,-81.19,-0.3542) 1670 -1720 -22 (-,-) Gross 109 (117.2,51.25,-0.3542) 1150 -1130 7.5 (-,-) Gross 110 (117.2,-48.64,-0.3542) 1890 -1910 -7.24 (-,-) Gross 111 (118.6,-133.5,-0.3542) 1380 -1200 91.8 (-,-) Gross 112 (118.6,-108.8,-0.3542) 1670 -1360 156 (-,-) Gross 113 (118.7,-25.27,-0.3542) 1400 -981 209 (-,-) Gross 114 (120,-18.95,-0.3542) 159 -160 -0.29 (-,-) Gross 115 (120.2,-141.1,-0.3542) 181 -183 -0.959 (-,-) Gross 116 (120.1,34.99,-0.3542) -1390 1390 0.833 (-,-) Gross 117 (120.2,-125,-0.3542) -1420 1430 6 (-,-) Gross 118 (120.2,-21.22,4.3542) 560 -548 6.01 (-,-) Gross 119 (120.3,-138.8,-0.3542) 785 -767 9.07 (-,-) Gross 120 (120.3,-111.2,-0.3542) 1620 -1620 0.349 (-,-) Gross 121 (120.3,-108.7,-0.3542) 1450 -1450 4.76 (-,-) Gross 122 (120.3,-94.96,-0.3542) -1110 1090 -9.48 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Umits" Indicates the minimum and maximum allowable concrete stresses;' -" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Umits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Cala." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 38 ?k4i5'w'T�'S�E! Engineers Northwest - 3rd.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (3) # Centroid Conc. Top Conc. Bot. Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Cala. (feet) (Psi) (PsI) (Psi) (Psi) (kel) (ksi) (kW) 123 (121.4,-108.8,-0.3542) 1770 -1450 159 (-,-) Gross 124 (121.4,-133.4,-0.3542) 1320 -1130 93.1 (-,-) Gross 125 (121.4,-25.21,-0.3542) 1390 -962 214 (-,-) Gross 126 (124.4,-57.81,-0.3542) 98.9 -63.3 17.8 (-,-) Gross 127 (130,-50,-0.3542) 348 159 253 (-,-) Gross 128 (130.1,-80,-0.3542) 315 46.5 181 (-,-) Gross 129 (134.6,-133.5,-0.3542) -917 1100 93.2 (-,-) Gross 130 (134.7,-108.8,-0.3542) -800 1120 161 (-,-) Gross 131 (134.8,-80,-0.3542) -31.6 391 180 (-,-) Gross 132 (135,-78.86,-0.3542) 1240 -1310 -35.2 (-,-) Gross 133 (135,-65.04,-0.3542) -793 760 -16.2 (-,-) Gross 134 (134.9,-25.5,-0.3542) -681 1120 218 (-,-) Gross 135 (135,-50,-0.3542) -53,8 559 253 (-,-) Gross 136 (139.9,-80,-0.3542) 375 -14.8 180 (-,-) Gross 137 (139.9,-50,-0.3542) 344 158 251 (-,-) Gross 138 (148.4,-81.19,-0.3542) 1370 -1420 -25.7 (-,-) Gross 139 (148.5,-125,-0.3542) -1420 1430 5.81 (-,-) Gross 140 (148.4,-25.21,-0.3542) 1480 -1030 221 (-,-) Gross 141 (148.6,-138.8,-0.3542) 827 -810 8.68 (-,-) Gross 142 (148.6,-133.5,-0.3542) 1380 -1190 93.8 (-,-) Gross 143 (148.6,-94.96,-0.3542) -1190 1180 -4.47 (-,-) Gross 144 (148.6,-111.3,-0.3542) 1750 -1750 1.84 (-,-) Gross 145 (148.6,-108.7,-0.3542) 1640 -1620 6,85 (-,-) Gross 146 (148.6,-108.8,-0.3542) 1810 -1480 162 (-,-) Gross 147 (148.7,-141.2,-0.3542) 179 -182 -1.13 (-,-) Gross 148 (148.7,51.32,-0.3542) 1060 -1060 -0.196 (-,-) Gross 149 (148.7,-48.71,-0.3542) 1720 -1740 -13 (-,-) Gross 150 (148.7,-35.04,-0.3542) -1470 1460 -1.57 (-,-) Gross 151 (148.7,-19.09,-0.3542) 217 -218 -0.249 (-,-) Gross 152 (149,-21.15,-0.3542) 781 -769 5.99 (-,-) Gross 153 (151.2,-25.29,-0.3542) 1740 -1300 217 (-,-) Gross 154 (151.3,-56.42,-0.3542) 51.7 -78.7 -13.5 (-,-) Gross 155 (151.4,-108.8,-0.3542) 1940 -1620 160 (-,-) Gross 156 (151.4,-133.5,-0.3542) 1540 -1360 89.9 (-,-) Gross 157 (151.5,-80,-0.3542) 1640 -1360 136 (-,-) Gross 158 (151.5,50,-0.3542) 1820 -1420 196 (-,-) Gross 159 (156.6,-65.19,-0.3542) 51.7 1.98 26.8 (-,-) Gross 160 (157.1,-25.29,-0.3542) 53.7 379 216 (-,-) Gross 161 (157.2,-80,-0.3542) 30.5 255 143 (-,-) Gross 162 (157.2,-108.8,-0.3542) 1.14 315 158 (-,-) Gross 163 (157.2,-50,-0.3542) 105 282 193 (-.-) Gross 164 (157.3,-133.5,-0.3542) 9.7 168 89 (-,-) Gross 165 (172.7,-108.8,-0.3542) -44.8 335 145 (-;) Gross 166 (172.8,-131.2,-0.3542) -173 385 106 (-,-) Gross 167 (172.9,-80,-0.3542) -7.74 339 166 (-,-) Gross 168 (173.1,50,-0.3542) 64.6 323 194 (-,-) - Gross 169 (173.2,-25.29,-0.3542) 125 282 203 (-,-) Gross 170 (178.6,-131.1,-0.3542) 1240 -1030 103 (-,-) - Gross 171 (178.6,-108.8,-0.3542) 1870 -1590 140 (-,-) Gross 172 (178.7,-80,-0.3542) 1640 -1290 172 (-,-) cross 173 (178.7,-50,-0.3542) 1780 -1380 197 (-,-) Gross 174 (178.7,-25.29,-0.3542) 1710 -1310 198 (-,-) Gross 175 (180.9,-65.19,-0.3542) -793 856 31.2 (-,-) Gross 176 (181,-133.8,-0.3542) -731 753 10.8 (-,-) Gross 177 (181,-138.7,-0.3542) 478 -453 12.5 (-,-) - Gross 178 (181,-111.2,-0.3542) 1840 -1810 16.5 (-,-) Gross 179 (181,-108.7,-0.3542) 1630 -1590 22.5 (-,-) - Gross 180 (181.1,-125,-0.3542) -1370 1390 10.1 (-,-) Gross 181 (181,-81.25,-0.3542) 1450 -1430 8.3 (-,-) Gross 182 (181,-78.84,-0.3542) 1460 -1430 13.8 (-,-) Gross 183 (181.1,-94.89,-0.3542) -1210 1230 8.68 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allarrable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 39 Engineers Northwest - 3rd.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (4) rsz, # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psl) (Psi) (Psi) (ksi) (ksi) (ksi) 184 (181,-51.24,-0.3542) 1610 -1590 5.69 (-,-) Gross 185 (181,-48.75,-0.3542) 1730 -1730 -2.28 (-,-) Gross 188 (181,-21.16,-0.3542) 849 -848 0.603 (-,-) Gross 187 (181,-18.75,-0.3542) 185 -190 -2.52 (-,-) Gross 188 (181.1,35.03,-0.3542) -1540 1530 -4.8 (-,-) Gross 189 (181,2,-25,29,-0.3542) 1570 -1180 191 (-,-) Gross 190 (181.3,-80,-0.3542) 1560 -1220 173 (-,-) Gross 191 (181.3,-108.8,-0.3542) 1710 -1450 133 (-,-) Gross 192 (181.4,-131,-0.3542) 1080 -891 95.6 (-,-) Gross 193 (181.4,-50,-0.3542) 1670 -1280 196 (-,-) Gross 194 (194.8,-108.8,-0.3542) -1020 1250 117 (-,-) Gross 195 (194.8,-80,-0.3542) -965 1340 190 (-,-) Gross 196 (194.9,-131.2,-0.3542) -857 1040 91.4 (-,-) Gross 197 (194.8,-50,-0.3542) -1030 1440 205 (-,-) Gross 198 (194.8,-25.29,-0.3542) -935 1290 177 (-,-) Gross 199 (201.6,-65.04,-0.3542) -32 149 58.4 (-,-) Gross 200 (201.7,-78.91,-0.3542) 473 -471 1.03 (-,-) Gross 201 (208.5,-80,-0.3542) 1410 -972 220 (-,-) - Gross 202 (208.5,-50,-0.3542) 1480 -1050 216 (-,-) Gross 203 (208.5,-27.88,-0.3542) 1230 -835 199 (-,-) Gross 204 (208.7,-110.3,-0.3911) 1820 -2520 120 (-,-) Gross 205 (208.7,-128.6,-0.3542) 1500 -1270 118 (-,-) Gross 206 (209.5,-21.17,-0.3542) 260 -236 11.6 (-,-) Gross 207 (209.8,-48.65,-0.3542) 1740 -1770 -15 (-,) Gross 208 (209.8,-34.99,-0.3542) -1590 1620 15.7 (-,-) Gross 209 (211.1,-27.47,-0.3542) 1400 -1020 186 (-;) Gross 210 (211.2,-128.8,-0.3542) 1450 -1260 95.1 (-,-) Gross 211 (211.3,-108.8,-0.394) 1610 -2290 72.9 (-,-) Gross 212 (211.9,-133.8,-0.3542) 91.2 -72 9.6 (-,-) Gross 213 (211.9,-122.5,-0.3542) -995 1020 13.6 (-,-) Gross ^'''` 214 (213.1,-111.3,-0.4588) 765 -883 8.86 (-;) Gross 215 (215.2,-108.7,-0.4737) 908 -977 15.4 (-,-) Gross 216 (211.9,-95.04,-0.3542) -1140 1180 20.6 (-,-) Gross 217 (214.3,-81.32,-0.3542) 1370 -1330 21.1 (-,-) Gross 218 (222,-80,-0.3542) 803 -857 -27.2 (-,) Gross 219 (222.1,-50,-0.3542) 762 -768 -3,02 (-,-) Gross 220 (224.8,-27.47,-0.3542) -720 1050 165 (-,-) Gross 221 (227.6,-78.88,-0.3542) 1380 -1270 55.5 (-,-) - Gross 222 (227.6,-51.31,-0.3542) 1410 -1290 57.8 (-,-) Gross 223 (227.9,-64.58,-0.3542) -916 1010 47.2 (-,-) Gross 224 (228.9,-128.8,-0.3542) -1060 1220 77.8 (-,-) Gross 225 (228.9,-108.8,-0.394) -1210 2030 65.4 (-,-) Gross 226 (233.8,-80;0.3542) -990 960 -14.9 (-,-) Gross 227 (233.8,-50,-0.3542) -899 913 7.2 (-,-) Gross 228 (238.6,-128.8,-0.3542) 1070 -897 86.4 (-,-) Gross 229 (238.8,-27.47,-0.3542) 1220 -963 127 (-,-) Gross 230 (239.5,-21.23,-0.3542) 263 -247 8.23 (-,-) Gross 231 (241.2,-27.47,-0.3542) 1440 -1230 105 (-,-) Gross 232 (241.4,-128.8,-0.3542) 1220 -1100 60.9 (-,-) Gross 233 (241.4,-48.56,-0.3542) 1670 -1590 40.7 (-,-) Gross 234 (241.4,34.99,-0.3542) -1570 1600 18.2 (-,-) - Gross 235 (243.4,-122.5,-0.3542) -955 978 11.3 (-,-) Gross 236 (243.4,-133.8,-0.3542) 174 -158 8.1 (-,-) - Gross 237 (242.5,-111.2,-0.4649) 883 -1010 4.18 (-,-) Gross 238 (242.5,-108.7,-0.4649) 945 -1070 8.27 (-,-) Gross 239 (243.4,-95.04,-0.3542) -1090 1130 22.3 (-,-) Gross 240 (245.1,-80,-0.3542) 948 -941 3.72 (-,-) - Gross 241 (245.2,-108.8,-0.394) 1580 -2320 40.4 (-,-) - - Gross 242 (245.1,-50,-0.3542) 1050 -1010 16.9 (-,-) Gross 243 (245.6,-81.3,-0.3542) 1490 -1420 36.8 (-,-) Gross 244 (245.8,-78.81,-0.3542) 1530 -1450 39 (-,-) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; ' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 40 Engineers Northwest - 3rd.tioor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (5) z. (b3 Si Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 245 (245.6,-51.31,-0.3542) 1690 -1610 41.1 (-,) Gross 246 (245.9,-65.04,-0.3542) -1060 1140 39.1 (-,) Gross 247 (247.8,-108.8,-0.394) 1080 -1600 24.8 (-,-) Gross 248 (247.8,-80,-0.3542) 921 -925 -2.17 (-,) Gross 249 (247.9,-50,-0.3542) 985 -967 8.96 (-,-) Gross 250 (254.1,-27.47,-0.3542) -1150 1330 87.9 (-,) Gross 251 (257.6,-128.8,-0.3542) -971 1100 63.9 (-,-) Gross 252 (257.8,-108.8,-0.3542) -756 797 20.4 (-,) Gross 253 (258,-80,-0.3542) -826 841 7.23 (-,-) Gross 254 (258,50,-0.3542) -1040 1060 11 (-,) - Gross 255 (261.9,-21.15,-0.3542) 164 -177 -6.55 (-,) Gross 256 (263.7,-133.7,-0.3542) 93.2 -86.8 3.25 (-,-) Gross 257 (263.6,-34.99,-0.3542) -1580 1530 -25.4 (-,-) Gross 258 (263.7,51.41,-0.3542) 1290 -1250 19 (-,-) Gross 259 (263.7,-48.49,-0.3542) 1390 -1380 6.92 (-,-) Gross 260 (264,-64.97,-0.3542) -1030 1100 32.3 (-,) - - Gross 261 (266.6,-122.5,-0.3542) -834 817 -8.8 (-,-) Gross 262 (266.6,-111.3,-0.3542) 1250 -1250 2.14 (-,) - - Gross 263 (266.6,-108.7,-0.3542) 1370 -1350 9.8 (-,) Gross 264 (266.6,-94.89,-0.3542) -1130 1160 16.5 (-,-) Gross 265 (266.6,-81.27,-0.3542) 1180 -1130 28.6 (-,) Gross 266 (266.6,-78.75,-0.3542) 977 -920 28.5 (-,) Gross 267 (268.6,-50,-0.3542) 168 -135 16.4 (-,-) Gross 268 (268.7,-128.8,-0.3542) 332 -219 56.6 (-,) Gross 269 (268.6,-80,-0.3542) ' 359 -331 14.2 (-,-) Gross 270 (268.7,-108.8,-0.3542) 448 -410 19 (-,) Gross 271 (268.8,-27.47,-0.3542) 152 -15.5 68.1 (-,-) Gross 272 (271,-87.04,-0.3542) 256 -258 -0.694 (-,-) Gross 273 (271.1,-110.6,-0.3542) 303 -303 0.339 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "=' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 41 Engineers Northwest Floor Analysis and Design of Concrete Slabs Dept. of Homeland Security Fourth Floor Level Engineers Northwest, Inc. P.S. 6869 Woodlawn Ave. N.E. Seattle, WA 98115 206-525-7560 Fax 206-522-6698 4th.floor Project Number Monday April 28, 2003 Floor C1993-2001 Bommer Coleman, Inc. v1.04C d.\..iu�i� Ft -e- 45:4; ,s,4a �eJrwt hkOkrs9 r + 5� nYhihft ?, ax>>ra :'v s aru•t, .1,,,:_vu.: r� Report Contents Report Cover Report Contents Loadings and Load Cases Element Mesh Plan Banded Tendon Plan Distributed Tendon Plan Other Dead Ldg Plan Live Ldg Plan Transfer Max Top Stress Plan Transfer LC: Design Section Summary Transfer LC: Design Section Stresses Service LC: Design Section Summary Service LC: Design Section Stresses Factored LC: Design Section Summary Factored LC: Design Section Stresses Engineers Northwest - 4th.tioor- Monday April 28, 2003 Engineers Northwest, Inc. P.S. Report Contents 2 ft," Loadings and Load Cases - Transfer LC 1.08 x Balance Loading 1 x Self -Dead Loading 0 x Live Ldg 0 x Secondary Loading O x Other Dead Ldg Engineers Northwest - 4th. floor - Monday April 28, 2003 Ft -R- 1 Service LC 1 x Balance Loading 1 x Self -Dead Loading 1 x Live Ldg O x Secondary Loading 1 x Other Dead Ldg Factored LC 0 x Balance Loading 1.4 x Self -Dead Loading 1.7 x Live Ldg 1 x Secondary Loading 1.4 x Other Dead Ldg Engineers Northwest, Inc. P.S. Loadings and Load Cases 3 iiiCtti; ald :cdn�ti2'z..4 ,.A Z �re W 6-J U 00 CO W I• CO ti,.‘ WO g Q _ d W ZI- H O ZF- O • a O H. • 0. LI O' • Z: _ O ~ Z Engineers Northwest - 4thiloor- Monday April 28, 2003 Element Mesh Plan StruWre:Poit Sprig/Supports: ine 9pinpl3uppartjArea 9pri g%Walls Below SW:Colima Below S1ab,Walb Above Slab;Cohmm Above Sbb,Sbbs,Sbb Ulm Sale 1:521 i' 4 It 11111I11111111011111111117111111 11 dillmommulliliiiiiimumm ins m se i mimmimmummilli 1 IIIIII IIIIII rimmi•liqiimmiu Ilia duiximm mug run • sums popiomppg, yip!iadthillirrant MI iii;��� I�IIPMPI ilmilimmom mar wrimmumumml mu ���d' � �n mm MN mm {n 11101150 MOM I �iIIlIi1IIHh11lIu��i�'iimai Eli! i ��� I/ 7I Engineers Northwest, Inc. P.S. Element Mesh Plan 4 X01 t; .:44 ;aF Ir 941111k'I'Y Banded Tendon Plan Engineers Northwest - 4th.tloor - Monday April 28, 2003 FSR— c Nodal Taadoreamdorq Shmirsrpoit 9piai/Sappartrte Sprim/Supports.Area SpiramWslls radon SIsbSCoimms Below SIsb;Wslls Above S1skCoieme Above Slab S1sb E Scale 1334 ;ti L 4'•rs 247 1 -R47`+S'i.-21T 217 7.5 -217'-'^217 7"'Sr+-21T-"--117 7wr+21T- 21T-�: 1 7"5241T•217 .`24 �21 211',r+'21T-5 -•"21T 7-wt+21T 1 217 7-73 247 1 247 4.25 4.2.5 1 73 2 7.5 6, 73 1 7.5 6_ _ 7.5 4.5 7.5 4.25 4.24.25 4.25 73 1 :'r'h r21T-•-2174421T-•-�21T-4-H211S--41Ttt-t-34T-•--•347 1 t114T-�4Tt 397-•--391�}_f39T•39T•-37T•37T•ri-37T-•--3 II tt , ; Y Y I ;; l is II II It i1 II It .1 Ii It at II as 61-17.5 4� I 2--, ; 1 I, 4.2521T 1 -21 74a,r✓11T3 ? Z1T --e421T-i'. 2 IT7u5-�947` -,34T-7r rt l47`6 =34Tretr39T---• - 397 397 3734.254.24.254.25 777> -377'-,•-377- 1 7.5 M17s1-421T--•-2 73 6 73 2 73 1 4.25 11 '21 -21T+ . 25 1 11•--- ----i.25---------111 1 .lh 7T ----27T 7.5 T4*s21T--21T 1 73 4.254.24.254.251!x, 1 I 11 --------9.25--------11- 1 4.25 7T-•-377-4-'1377.37Tf 137T•3 -i, ' 37T-•--37T-T .t: • 271--•--2711 1 _:1217 t1T4'': 4,25 1 73 1 73 1 73 4.254.25 7.5 1 73 1 7.5 1 4.25 441ST- IST+�i+1ST- lST+7t�15T��-15 1 73 115T•15'1'N'-15I -� 157'`71�IST�+-• 15T•�+p�15T�I5T++r 1 7.5 4.234.245.15,1541131571:r15: .j8T' -r�_187L- 18T•4-'18T•I8T� • Engineers Northwest, Inc. P.S. Banded Tendon Plan 5 ,tt.',i ;i sA1 , r�:r r�>.. 5 '}r i= K.; J � ?v•tit'�fi+';Kra%T'ii�J%.`wJ✓`.`ia' �'eiiu�5'+'.����.'1XiL`±Lhali"iaY�\,I,?ki'Avll� t Fi'i "L S..4�: Banded Tendon Plan - Continued (2) Engineers Northwest - 4th.floor- Monday April 28, 2003 Engineers Northwest, Inc. P.S. Banded Tendon Plan 6 Distributed Tendon Plan Distributed TendomTendonk Structoe:Wslis Below Slobs Collate Below StelzWalls Above SisixCoke= Above Slsb;Slab &toe Banded Tendonslaidowe Sok 1:544 •er en 0 r • n I 7.1 I's LE 1." -1 .4F-Tiir.r.i ••• ... ,. 4 i k el tot U. i Engineers Northwest - 4th.floor- Monday April 28, 2003 F 11.CD •rt rt . •••• 7. .-;.2 , ----,.2 1 .s - - --1: 1, 1I ";%n)i 1 1... rn I I I r I I r. re I I frIl et en ...1 --;21.-----,1---,-,1:-.,1------1z,..-7.-- , 4 -1-1. a '41 Er_ '7_2.,•2 1; ....1 7... 7.. -7 ;21, I- 1- I- -I 4 r4,1 rn en en a ,,,, en re •••• re - N It. . :.. r.....1 el ell el rn 0 LI V1 • 0 ,,,, en j -i•-• i -J :t . I '. ... ro C:i. ..../ .. 3 .. as 7 . ., ..), -I Engineers Northwest, Inc. P.S. Distributed Tendon Plan 7 „„ , „ • 444( kAgIti.U7.7.44e4,0444):,74FT.04.41-4,z141.1 z W 6 -1 O 0O • 13 W W I CO W o < W I 1- al z o z 1— o o • I- LL' uj 1— r - U.. 0 Z O W o z Distributed Tendon Plan - Continued (2) Engineers Northwest - 4th.floor- Monday April 28, 2003 Engineers Northwest, Inc. P.S. Distributed Tendon Plan 8 .;a::?;�.:.:� :i::<i.Li a:.:;::�.I r n'ai..;is»r:>::i.tc4x,7aLu1..,a�.a: i':ttH Li!41 t. �i ilw:;u 5ii `�.L' iF�ic.luV:rix.lb. bra•�",'�nit%:G:S:i�c',�'G's.`s6c.y iFi tG,.i,:;. {+.,..t/Yln?..Ei:. :u,�:i �`+.�..J=1i:3al i::i;+ Engineers Northwest - 4th.ffoor - Monday April 28, 2003 Other Dead Ldg Plan F'ig Other Bead LdgPokt t.oadaJ3ae LoadaArea Look strnctta :Poit SprkaaragportgLioe pportrArn Spirer,Walla Below S1th Cohamt Below SlabcWaW Above Slab:Cohm Above SIab,Shb Bdger, Sade 1391 Fza0.03 rin Fz-0.03 J. - it v, 1- in l,S J JS r S, -0r itr r Fe= 0.03 FOJSS`JHi�� Engineers Northwest, Inc. P.S. Other Dead Ldg Plan 9 r- Live Ldg Plan Engineers Northwest - 4th.floor - Monday April 28.2003 Ft-e- tS 14r•Pon Loodelille LowlinAres L eoodS Billwebso•Polol Sib i1tkieSprinp/Supports.Ares SpriorxWalls Below SleteColcons Below SlabeWalle Above Slab;Colterms Above Slaly,Slob Fkre, Seth I:556 Fz 0.08 Fe e. 0.08 - .r, • r -r r4 • • r- t,c r ,k J.54 Fv. 0.08 Engineers Northwest, Inc. P.S, Live Ldg Plan 10 L&' '" • &,,r-i.41.44,A.12..,; i—• Z w re 6 D • 0 U) 0 CO LL1 11.1 • LL. w 0 § < CO a z F_ t-0 z I— LL) uj •0 O D- o I- LL I 0 1— U. — Z P• 0 1- z t7,474,,,O7re,r, Transfer Max Top Stress Plan Engineers Northwest - 4th.floor- Monday April 28, 2003 Fa- 'Meet? LeDesixt Section; Eb '1Y9 iet PD Q �fa S Welk Below SI Cohme Below Slab W. lst Above Sl Cohme Above SIib Sbb Edge; Seale 1 .ti 1.a i==t•EFsg r 1 N 1' 11193 H2O EI #14511156 9205 #216 1171227 =— t----• 6 j„j_f` N)0 Nonce N j N191i79160,,, `t_ 3—� H1I6191I91I87 11192 11197 11215 R �1! 9163191184 11191 9196 9214 9222 (1223 11246 7 11211245 11250 t63 a #361#1#185= 9189 �ry ao 924244 9249 '9265 #W207-1 --'9121-•--- 9190 1. 9229206 g a I I 929243 9248 W266 rte 9220 93,228 .. 947 Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 11 4a'f'fV aw.:rg,04 I:J`s 14,:41,31..:4.8. ,E,;:144'. Engineers Northwest - 4th.floor - Monday April 28, 2003 Transfer Max Top Stress Plan - Continued (2) Ftp Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 12 Transfer LC: Design Section Summary Engineers Northwest - 4th.floor- Monday April 28, 2003 R-- Inef # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. In.) (inches) 1 0 0 0 inf OK 2 0 0 0 Inf OK 3 0 0 0 int OK 4 0 0 0 Int OK 5 0 0 0 inf OK 6 0 0 0 Int OK 7 0 0 0 int OK 8 0 0 0 inf OK 9 0 0 0 inf OK 10 0 0 0 Int OK 11 0 0 0 inf OK 12 0 0 0 int OK 13 0 0 0 Int OK 14 0 0 0 Int OK 15 0 0 0 inf OK 16 0 0 0 int OK 17 0 0 0 inf OK 18 0 0 0 int OK 19 0 0 0 inf OK 20 0 0 0 int OK 21 0 0 0 int OK 22 0 0 0 Int OK 23 0 0 0 int OK 24 0 0 0 Int OK 25 0 0 0 inf OK 26 0 0 0 Int OK 27 0 0 0 inf OK 28 0 0 0 Inf OK 29 0 0 0 int OK 30 0 0 0 int OK 31 0 0 0 inf OK 32 0 0 0 inf OK 33 0 0 0 inf OK 34 0 0 0 Inf OK 35 0 0 0 int OK 36 0 0 0 inf OK 37 0 0 0 int OK 38 0 0 0 Int OK 39 0 0 0 inf OK 40 0 0 0 Int OK 41 0 0 0 inf OK 42 0 0 0 inf OK 43 0 0 0 inf OK 44 0 1.07 ACI 18.4.1b 0 Inf OK 45 0 0 0 inf OK 46 0 0 0 Int OK 47 0 0 0 Inf OK 48 0 0 0 int OK 49 0 0 0 inf OK 50 0 0 0 Inf OK 51 0 0 0 inf OK 52 0 0 0 int OK 53 0 0 0 inf OK 54 0 0 0 Int OK 55 0 0 0 int OK 56 0 0 0 int OK 57 0 0 0 int OK 68 0 1.05 ACI 18.4.1b 0 inf OK 59 0 0 0 Int OK 60 0 2.65 ACI 18.4.1b 0 Inf OK 61 0 0 0 inf OK 62 0 0 0 Int OK 63 0 0 0 inf OK 64 0 0 0 Inf OK 65 0 0 0 inf OK 66 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 13 ti Engineers Northwest - 4th. floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (2) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (inches) 67 0 0 0 inf OK 68 0 2.49 ACI 18.4.1b 0 Int OK 69 0 0 0 int OK 70 0 0 0 Int OK 71 0 0 0 int OK 72 0 0 0 int OK 73 1.75 ACI 18.4.1b 0 0 int OK 74 0 0 0 int OK 75 0 0 0 int OK 76 0 0 0 inf OK 77 0 0 0 int OK 78 0 0 0 int OK 79 0 0 0 inf OK 80 0 0 0 Int OK 81 0 0 0 inf OK 82 0 0 0 inf OK 83 0 0 0 int OK 84 0 0 0 inf OK 85 0 2.79 ACI 18.4.1b 0 int OK 86 0 0 0 int OK 87 0 0 0 inf OK 88 0 0 0 inf OK 89 0 0 0 inf OK 90 0 0 0 Int OK 91 0 0 0 inf OK 92 0 0 0 inf OK 93 0 1.58 ACI 18.4.1b 0 int , OK 94 0 0 0 inf OK 95 0 2.07 ACI 18.4.1b 0 inf OK 96 0 0 0 int OK 97 0 0 0 int OK 98 0 0 0 inf OK 99 0 0 0 int OK 100 0 0 0 int OK 101 0 0 0 inf OK 102 0 0 0 inf OK 103 0 0 0 int OK 104 0 0 0 Int OK 105 0 0 0 inf OK 106 0 0 0 inf OK 107 0 0 0 inf OK 108 0 0 0 int OK 109 0 2.32 ACI 18.4.1b 0 Int OK 110 0 0 0 inf OK 111 0 0 0 inf OK 112 0 0 0 inf OK 113 0 0 0 int OK 114 0 0 0 int OK 115 0 0 0 inf OK 116 0 0 0 int OK 117 0 0 0 int OK 118 0 0 0 inf OK 119 0 0 0 inf OK 120 0 0 0 inf OK 121 0 2.44 ACI 18.4.1b 0 inf OK 122 0 0 0 inf OK 123 0 0 0 inf OK 124 0 0 0 int OK 125 0 0 0 inf OK 126 0 0 0 inf OK 127 0 0 0 inf OK 128 0 0 0 int OK 129 0 0 0 inf OK 130 0 0 0 inf OK 131 0 0 0 int OK 132 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 14 Engineers Northwest- 4th.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (3) 19€2:, # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (inches) 133 0 0 0 inf OK 134 0 0 0 inf OK 135 0 0 0 inf OK 136 0 0 0 inf OK 137 0 0 0 Int OK 138 0 0 0 Int OK 139 0 0 0 inf OK 140 0 0 0 Inf OK 141 0 0 0 inf OK 142 0 0 0 Inf OK 143 0 0 0 Int OK 144 0 0 0 inf OK 145 0 0 0 inf OK 146 0 0 0 int OK 147 0 0 0 int OK 148 0 0 0 inf OK 149 0 0 0 inf OK 150 0 0 0 int OK 151 0 0 0 int OK 152 0 0 0 Int OK 153 0 0 0 inf OK 154 0 0 0 inf OK 155 0 0 0 Int OK 156 0 0 0 inf OK 157 0 0 0 inf OK 158 0 0 0 int OK 159 0 0 0 Inf OK 160 0 0 0 inf OK 161 0 0 0 Inf OK 162 0 0 0 inf OK 163 0 . 0 0 inf OK 184 0 0 0 inf OK 165 0 0 0 int OK 166 0 0 0 inf OK 167 0 0 0 inf OK 168 0 0 0 inf OK 169 0 0 0 inf OK 170 0 0 0 Inf OK 171 0 0 0 inf OK 172 0 0 0 int OK 173 0 0 0 Int OK 174 0 0 0 int OK 175 0 0 0 inf OK 176 0 0 0 inf OK 177 0 0 0 inf OK 178 0 0 0 Int OK 179 0 0 0 inf OK 180 0 0 0 Inf OK 181 0 0 0 inf OK 182 0 0 0 int OK 183 0 0 0 inf OK 184 0 0 0 Inf OK 185 0 0 0 inf OK 186 0 0 0 Int OK 187 0 0 0 inf OK 188 0 1.26 ACI 18.4.1b 0 inf OK 189 2.04 ACI 18.4.1b 0 0 int OK 190 0 0 0 inf OK 191 3.54 ACI 18.4.1b 0 0 Int OK 192 3.45 ACI 18.4.1b 0 0 int OK 193 1.85 ACI 18.4.1b 0 0 inf OK 194 0 0 0 int OK 195 0 0 0 Int OK 196 0 3.61 ACI 18.4.1b 0 int OK 197 0 3.62 ACI 18.4.1b 0 int OK 198 0 3.14 ACI 18.4.1b 0 Inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 15 Engineers Northwest - 4th.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (4) F 15:F 1 # As Top Controlling As Bct Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (inches) 199 0 1.07 ACI 18.4.1b 0 Int OK 200 0 0.791 ACI 18.4.1b 0 Inf OK 201 0 3.17 ACI 18.4.1b 0 inf OK 202 0 0 0 inf OK 203 0 0 0 int OK 204 0 0 0 Int OK 205 0 3.48 ACI 18.4.1b 0 Int OK 206 0 0 0 Inf OK 207 0 0 0 inf OK 208 0 0 0 Inf OK 209 0 0 0 inf OK 210 0 0 0 int OK 211 0 0 0 inf OK 212 0 0 0 inf OK 213 0 0 0 Int OK 214 0 0 0 inf OK 215 0 0 0 Inf OK 216 0 0 0 inf OK 217 0 0 0 int OK 218 0 0 0 int OK 219 0 0 0 Int OK 220 0 0 0 int OK 221 0 0 0 inf OK 222 0 0 0 inf OK 223 0 0 0 int OK 224 0 0 . 0 inf OK 225 0 1.25 ACI 18.4.1b 0 int OK 226 0 0 0 inf OK 227 0 0 0 inf OK 228 0 0 0 Int OK 229 0 0 0 inf OK 230 0 0 0 inf OK 231 0 0 0 inf OK 232 0 0 0 inf OK 233 0 0 0 inf OK 234 0 0 0 int OK 235 0 0 0 Inf OK 236 0 0 0 inf OK 237 0 0 0 inf OK 238 0 0 0 int OK 239 0 0 0 int OK 240 0 0 0 Int OK 241 0 0 0 inf OK 242 0 0 0 int OK 243 0 0 0 In? OK 244 ' 0 0 0 int OK 245 0 0 0 inf OK 246 0 0 0 Int OK 247 0 0 0 Inf OK 248 0 0 0 inf OK 249 0 0 0 inf OK 250 0 0 0 Int OK 251 0 0 0 int OK 252 0 0 0 inf OK 253 0 0 0 inf OK 254 0 0 0 inf OK 255 0 0 0 inf OK 256 0 0 0 inf OK 257 0 0 0 inf OK 258 0 0 0 int OK 259 0 0 0 int OK 260 0 0 0 int OK 261 0 0 0 Inf OK 262 0 0 0 Int OK 263 0 0 0 Inf OK 264 0 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 16 :. lMN? , )x Engineers Northwest - 4th.floor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (5) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. In.) (inches) 265 0 0 0 ini OK 266 0 0 0 Int OK 287 0 0 0 Int OK F1 -R "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 17 �.s.w...i..,.,, Transfer LC: Design Section Stresses # Centroid (feet) 1 (1.21,-128.8,-0.3542) 2 (1.203,-80,-0.3542) 3 (1.214,-27.47,-0.3542) 4 (1.311,-108:8,-0.3542) 5 (1.277,50,-0.3542) 6 (5.539,-65.12,-0.3542) 7 (5.626,51.26,-0.3542) 8 (5.626,-48.67,-0.3542) 9 (5.744,-122.6,-0.3542) 10 (5.744,-111.2,-0.3542) 11 (5.703,35.01,-0.3542) 12 (5.744,-108.8,-0.3542) 13 (5.744,-95.05,-0.3542) 14 (5.744,-81.17,-0.3542) 15 (5.744,-78.72,-0.3542) 16 (7.47,-21.24,-0.3542) 17 (7.737,-133.8,-0.3542) 18 (11.21,-108.8,-0.3542) 19 (11.41,-80,-0.3542) 20 (11.41,50,-0.3542) 21 (14.81,-27.47,-0.3542) 22 (15.78,-128.6,-0.3542) 23 (22.08,-108.8,-0.394) 24 (22.2,-80,-0.3542) 25 (22.2,-50,-0.3542) 26 (24.89,-80,-0.3542) 27 (24.89,50,-0.3542) 28 (25.01,-108.8,-0.394) 29 (27.45,111.3,-0.4632) 30 (27.45,-108.8,-0.4632) 31 (26.38,-95.04,-0.3542) 32 (28.18,35.01,-0.3542) 33 (28.48,-122.5,-0.3542) 34 (28.78,-128.8,-0.3542) 35 (28.72,-27.47,-0.3542) 36 (29.67,-81.19,-0.3542) 37 (29.67,-78.74,-0.3542) 38 (29.67,-65.04,-0.3542) 39 (29.67,51.29,-0.3542) 40 (29.67,-48.7,-0.3542) 41 (29.66,-21.24,-0.3542) 42 (30.63,-133.8,-0.3542) 43 (31.32,-128.8,-0.3542) 44 (31.33,-27.47,-0.3542) 45 (36.76,-80,-0.3542) 46 (36.76,50,-0.3542) 47 (41.55,-108.8,-0.394) 48 (44.93,-27.47,-0.3542) 49 (45.76,-128.8,-0.3542) 50 (47.78,-80,-0.3542) 51 (47.78,-50,-0.3542) 52 (53.71,-78.74,-0.3542) 53 (54.02,-73.96,-0.3542) 54 (54.48,-81.27,-0.3542) 55 (57.16,-111.2,-0.4578) 56 (58.57,-95.04,-0.3542) 57 (55.37,-108.8,-0.4716) 58 (58.63,-128.8,-0.3542) 59 (58.66,-108.8,-0.394) 60 (58.68,-27.47,-0.3542) 61 (59.63,-21.16,-0.3542) Engineers Northwest - 4th.floor - Monday April 28, 2003 Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) -303 -252 -278 (-2100,-) -195 -167 -181 (-2100,-) -509 -265 -387 (-2100,-) -214 -177 -195 (-2100,-) -187 -174 -181 (-2100,-) 77 -468 -195 (-2100,-) -484 -3.82 -244 (-2100,-) -426 -72.5 -249 (-2100,-) 12.6 -513 -250 (-2100,-) -626 40.4 -293 (-2100,-) -121 • -220 -170 (-2100,-) -579 18.5 -280 (-2100,-) 46.6 -451 -202 (-2100,-) -529 23.7 -252 (-2100,-) -537 28.9 -254 (-2100,-) -339 -213 -276 (-2100,-) -315 -129 -222 (-2100,-) -103 -278 -191 (-2100,-) -119 -245 -182 (-2100,-) -101 -245 -173 (-2100,-) .-87.4 -725 -406 (-2100,-) -104 -455 -279 (-2100,-) -306 29.3 -174 (-2100,-) -290 -92.7 -191 (-2100,-) -265 -106 -186 (-2100,-) -248 -126 -187 (-2100,-) -220 -145 -182 (-2100,-) -321 . -63 -220 (-2100,-) -454 92.6 -201 (-2100,-) -412 55.1 -196 (-2100,-) -119 -404 -262 (-2100,-) -348 -313 -331 (-2100,-) -141 -408 -275 (-2100,-) -541 19.2 -261 (-2100,-) -839 133 -353 (-2100,-) -303 -114 -208 (-2100,-) -308 -101 -205 (-2100,-) -111 -368 -239 (-2100,-) -276 -171 -223 (-2100,-) -375 -169 -272 (-2100,-) -419 -169 -294 (-2100,-) -306 -103 -204 (-2100,-) -543 82.1 -230 (-2100,-) -735 198 -268 (-2100,-) -140 -293 -217 (-2100,-) -149 -254 -202 (-2100,-) -87.5 -404 -212 (-2100,-) 155 -566 -205 (-2100,-) 104 -493 -194 (-2100,-) -319 -177 -248 (-2100,-) -217 -201 -209 (-2100,-) -362 -223 -292 (-2100,-) -183 -241 -212 (-2100,-) -323 -287 -305 (-2100,-) -338 -16.2 -191 (-2100,-) -131 -358 -245 (-2100,-) -482 39.9 -236 (-2100,-) -606 199 -203 (-2100,-) -300 20 -174 (-2100,-) -683 325 -179 (-2100,-) -475 -217 -346 (-2100,-) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Cali. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses '18 t�! Engineers Northwest - 4th.floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (2) # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 62 (59.71,-48.78,-0.3542) -544 -292 -418 (-2100,-) Gross 63 (59.82,-34.99,-0.3542) -325 -391 -358 (-2100,-) Gross 64 (60.63,-133.7,-0.3542) -305 -122 -213 (-2100,-) Gross 65 (60.67,-122.5,-0.3542) -152 -355 -253 (-2100,-) Gross 66 (61.31,-128.3,-0.3542) -545 157 -194 (-2100,-) Gross 67 (61.34,-110.3,-0.3911) -409 62.1 -225 (-2100,-) Gross 68 (61.34,-27.47,-0.3542) -647 306 -170 (-2100,-) Gross 69 (66.25,-68.88,-0.3542) -154 -213 -183 (-2100,-) Gross 70 (66.25,-60.85,-0.3542) -104 -207 -156 (-2100,-) Gross 71 (70.53,-50,-0.3542) -184 -13 -98.5 (-2100,-) Gross 72 (70.61,-80,-0.3542) -180 -18.6 -99.3 (-2100,-) Gross 73 (74.79,-27.47,-0.3542) 240 -592 -176 (-2100,-) Gross 74 (75.58428.6,-0.3542) 108 -555 -224 (-2100,-) Gross 75 (75.59,-108.8,-0.3542) 30.7 -340 -155 (-2100,-) Gross 76 (80.12,-81.23,-0.3542) -340 -142 -241 (-2100,-) Gross 77 (82.7,-78.84,-0.3542) -215 -151 -183 (-2100,-) Gross 78 (85.25,-80,-0.3542) 159 -365 -103 (-2100,-) Gross 79 (85.25,-50,-0.3542) 110 -334 -112 (-2100,-) Gross 80 (85.4,-65.04,-0.3542) -147 -327 -237 (-2100,-) Gross 81 (85.4,-51.17,-0.3542) -229 -241 -235 (-2100,-) Gross 82 (85.4,-48.64,-0.3542) -349 -201 -275 (-2100,-) Gross 83 (88.55,-108.8,-0.3542) -289 -22.3 -156 (-2100,-) - Gross 84 (88.61,-131,-0.3542) -451 162 -145 (-2100,-) Gross 85 (88.67,-27.47,-0.3542) -648 328 -160 (-2100,-) Gross 86 (89.87,-34.99,-0.3542) -281 -280 -280 (-2100,-) Gross 87 (89.86,-21.16,-0.3542) -385 -163 -274 (-2100,-) Gross 88 (90.58,-133.7,-0.3542) -646 91.8 -277 (-2100,-) Gross 89 (90.64,-111.2,-0.3542) -507 -120 -313 (-2100,-) Gross 90 (90.64,-108.7,-0.3542) -396 -82.2 -239 (-2100,-) - Gross 91 (90.68,-125,-0.3542) -185 -393 -289 (-2100,-) Gross 92 (90.68,-95.04,-0.3542) -96.1 -386 -241 (-2100,-) - Gross 93 (91.37,-131,-0.3542) -570 207 -181 (-2100,-) - Gross 94 (91.37,-108.8,-0.3542) -233 -68.3 -150 (-2100,-) Gross 95 (91.42,-27.47,-0.3542) -569 261 -154 (-2100,-) - Gross 96 (97.3,-138.8,-0.3542) -161 -427 -294 (-2100,-) Gross 97 (100.6,-50,-0.3542) -235 4 -116 (-2100,-) Gross 98 (100.6,-80,-0.3542) -281 53.2 -114 (-2100,-) Gross 99 (105,-25.27,-0.3542) 98.9 -337 -119 (-2100,-) Gross 100 (105.8,-133.5,-0.3542) -34.2 -275 -155 (-2100,-) - Gross 101 (105.8,-108.8,-0.3542) -35 -223 -129 (-2100,-) Gross 102 (109,-78.8,-0.3542) -316 -117 -217 (-2100,-) - Gross 103 (109.1,-65.04,-0.3542) -118 -283 -201 (-2100,-) Gross 104 (117,-81.19,-0.3542) -357 -153 -255 (-2100,-) Gross 105 (117.2,51.25,-0.3542) -295 -224 -260 (-2100,-) Gross 106 (117.2,-48.64,-0.3542) -381 -192 -287 (-2100,-) Gross 107 (118.6,-133.5,-0.3542) -325 -10.4 -168 (-2100,-) Gross 108 (118.6,-108.8,-0.3542) -239 24.4 -107 (-2100,-) Gross 109 (118.7,-25.27,-0.3542) -453 218 -118 (-2100,-) Gross 110 (120,-18.95,-0.3542) -493 -98.7 -296 (-2100,-) Gross 111 (120.2,-141.1,-0.3542) -390 -170 -280 (-2100,) Gross 112 (120.1,-34.99,-0.3542) -198 -367 -282 (-2100,-) Gross 113 (120.2,-125,-0.3542) -182 -382 -282 (-2100,-) Gross 114 (120.2,-21.22,-0.3542) -510 -62.8 -286 (-2100,-) Gross 115 (120.3,-138.8,-0.3542) -508 -79.9 -294 (-2100,-) Gross 116 (120.3,-111.2,-0.3542) -363 -186 -275 (-2100,-) Gross 117 (120.3,-108.7,-0.3542) -322 -194 -258 (-2100,-) Gross 118 (120.3,-94.96,-0.3542) -139 -379 -259 (-2100,-) Gross 119 (121.4,-108.8,-0.3542) -439 29.9 -205 (-2100,-) Gross 120 (121.4,-133.4,-0.3542) -360 13.2 -173 (-2100,-) Gross 121 (121.4,-25.21,-0.3542) -458 225 -117 (-2100,-) Gross 122 (124.4,-57.81,-0.3542) -255 -259 -257 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 19 Engineers Northwest - 4th. floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (3) # Centroid (feet) 123 (130,-50,-0.3542) 124 (130.1,-80,-0.3542) 125 (134.6,-133.5,-0.3542) 126 (134.7,-108.8,-0.3542) 127 (134.8,-80,-0.3542) 128 (135,-78.86,-0.3542) 129 (135,-65.04,-0.3542) 130 (134.9,-25.5,-0.3542) 131 (135,-50,-0.3542) 132 (139.9,-80,-0.3542) 133 (139.9,-50,-0.3542) 134 (148.4,-81.19,-0.3542) 135 (148.5,-125,-0.3542) 136 (148.4,-25.21,-0.3542) 137 (148.6,-138.8,-0.3542) 138 (148.6,-133.5,-0.3542) 139 (148.6,-94.96,-0.3542) 140 (148.6,-111.3,-0.3542) 141 (148.6,-108.7,-0.3542) 142 (148.6,-108.8,-0.3542) 143 (148.7,-141.2,-0.3542) 144 (148.7,-51.32,-0.3542) 145 (148.7,-48.71,-0.3542) 146 (148.7,-35.04,-0.3542) 147 (150.7,-21.31,-0.3542) 148 (150.7,-18.86,-0.3542) 149 (151.2,-25.29,-0.3542) 150 (151.3,-56.42,-0.3542) 151 (151.4,-108.8,-0.3542) 152 (151.4,-133.5,-0.3542) 153 (151.5,-80,-0.3542) 154 (151.5,-50,-0.3542) 155 (156.6,-65.19,-0.3542) 156 (157.1,-25.29,-0.3542) 157 (157.2,-80,-0.3542) 158 (157.2,-108.8,-0.3542) 159 (157.2,.50,-0.3542) 160 (157.3,-133.5,-0.3542) 161 (172.7,-108.8,-0.3542) 162 (172.8,-131.2,-0.3542) 163 (172.9,-80,-0.3542) 164 (173.1,-50,-0.3542) 165 (173.1,-27.88,-0.3542) 166 (174.2,-138.8,-0.3542) 167 (178.6,-131.1,-0.3542) 168 (178.6,-108.8,-0.3542) 169 (178.7,-80,-0.3542) 170 (178.7,-50,-0.3542) 171 (178.8,-27.88,-0.3542) 172 (180.9,-65.19,-0.3542) 173 (181,-133.8,-0.3542) 174 (181,-111.2,-0.3542) 175 (181,-108.7,-0.3542) 176 (181.1,-125,-0,3542) 177 (181,-81.25,-0.3542) 178 (181,-78.84,-0.3542) 179 (181.1,-94.89,-0.3542) 180 (181,-51.24,-0.3542) 181 (181,-48.75,-0.3542) 182 (181,-21.16,-0.3542) 183 (181.1,35.03,-0.3542) Conc. Top Conc. Bot. (Psi) (Psi) -121 -107 -74.8 -111 17.8 -381 108 -500 -74.9 -113 -123 -281 -281 -141 130 -366 -119 -106 -90.9 -107 -108 -116 -304 -200 -200 -330 -375 143 -465 -75 -298 -65.8 -157 -370 -272 -235 -247 -232 -371 -7.77 -372 -167 -242 -293 -266 -265 -224 -310 -345 -156 -286 -219 -138 -98.4 -270 -276 -198 -189 -116 -251 -107 -185 -98.8 -221 -134 -217 -65.8 -166 -30.5 -259 -142 -258 -55.7 -264 -171 -187 -210 -219 -257 -79.5 -108 -146 -100 -146 -142 -176 -183 -413 -274 -77.8 -310 -116 -237 -17.4 -185 -54 -419 71.2 -141 -356 -617 67.3 -483 -116 -321 -115 -184 -431 -311 -137 -293 -159 -96.6 -342 -239 -225 -291 -234 -372 -206 -296 -241 Conc. Cent. (Psi) -114 -93 -182 -196 -94.2 -202 -211 -118 -113 -98.7 -112 -252 -265 -116 -270 -182 -263 -253 -239 -189 -269 -267 -265 -267 -251 -253 -118 -273 -194 -184 -146 -160 -175 -116 -145 -200 -160 -179 -214 -168 -127 -123 -159 -288 -176 -213 -127 -119 -174 -248 -275 -300 -218 -308 -224 -226 -219 -232 -263 -289 -269 Conc Limits (Psi) (2100,-) (-2100,-) (-2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (-2100,-) (2100,-) (-2100,-) (-2100,-) (2100,-) (-2100,-) (-2100,-) (-2100,-) (2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (2100,-) (-2100,-) (2100,-) (-2100,-) (2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (2100,-) (-2100,-) (2100,-) (-2100,-) (2100,) (2100,) (2100,-) (-2100,-) (2100,-) (2100,-) (2100,) (2100,-) (2100,) (2100,-) (2100,) (2100,-) (2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (2100,) (-2100,-) (2100,) (-2100,-) (2100,-) (2100,) Rebar Top Rebar Bot. Rebar Limits (ksl) (ksl) (ksi) • "Centroid" Indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 20 tdo ti n' .'•.�Y@ti4 ::%rA�:iS.tatJw•i '41314 Engineers Northwest - 4th.floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (4) fY Centroid (feet) 184 (181.3,-80,-0.3542) 185 (181.3,-108.8,-0.3542) 186 (181.4,-131,-0.3542) 187 (181.4,-50,-0.3542) 188 (181.4,-27.88,-0.3542) 189 (194.8,-108.8,-0.3542) 190 (194.8,-128.8,-0.3542) 191 (194.8,-80,-0.3542) 192 (194.8,50,-0.3542) 193 (194.9,-27.88,-0.3542) 194 (201.6,-65.04,-0.3542) 195 (201.7,-78.91,-0.3542) 196 (208.5,-80,-0.3542) 197 (208.5,-50,-0.3542) 198 (208.5,-27.88,-0.3542) 199 (208.7,-110.3,-0.3911) 200 (208.7,-128.6,-0.3542) 201 (208.6,-27.88,-0.3542) 202 (209.5,-21.17,-0.3542) 203 (209.8,-48.65,-0.3542) 204 (209.8,-34.99,-0.3542) 205 (211.1,-27.47,-0.3542) 206 (211.2,-128.8,-0.3542) 207 (211.3,-108.8,-0.394) 208 (211.9,-133.8,-0.3542) 209 (211.9,-122.5,-0.3542) 210 (213.1,-111.3,-0.4588) 211 (215.2,-108.7,-0.4737) 212 (211.9,-95.04,-0.3542) 213 (214.3,-81.32,-0.3542) 214 (222,-80,-0.3542) 215 (222.1,50,-0.3542) 216 (224.8,-27.47,-0.3542) 217 (227.6,-78.88,-0.3542) 218 (227.6,51.31,-0.3542) 219 (227.9,-64.58,-0.3542) 220 (228.9,-128.8,-0.3542) 221 (228.9,-108.8,-0.394) 222 (233.8,-80,-0.3542) 223 (233.8,50,-0.3542) 224 (238.6,-128.8,-0.3542) 225 (238.8,-27.47,-0.3542) 226 (239.5,-21.23,-0.3542) 227 (241.2,-27.47,-0.3542) 228 (241.4,-128.8,-0.3542) 229 (241.4,-48.56,-0.3542) 230 (241.4,34.99,-0.3542) 231 (243.4,-122.5,-0.3542) 232 (243.4,-133.8,-0.3542) 233 (242.5,-111.2,-0.4649) 234 (242.5,-108.7,-0.4649) 235 (243.4,-95.04,-0.3542) 236 (245.1,-80,-0.3542) 237 (245.2,-108.8,-0.394) 238 (245.1,50,-0.3542) 239 (245.6,-81.3,-0.3542) 240 (245.6,-78.81,-0.3542) 241 (245.6,51.31,-0.3542) 242 (245.9,-65.04,-0.3542) 243 (247.8,-108.8,-0.394) 244 (247.8,-80,-0.3542) Cono. Top Conc. Bot. (Psi) (Psi) -351 91.2 -472 40.3 -437 63.2 -286 46.5 -559 195 188 -619 170 -713 220 -479 206 -424 259 -643 -164 -202 -201 -187 -492 225 -426 213 -725 372 -736 351 -678 183 -727 374 -389 -171 -326 -327 -353 -238 -769 401 -660 144 -324 131 -272 -108 -111 -392 -439 85.4 -469 39.9 -112 -376 -373 -140 -292 -172 -199 -190 158 -598 -336 -52.5 -346 -76.7 -25.1 -385 13.7 -505 -91.7 -337 -123 -281 -136 -241 -560 81.8 -778 223 -403 -174 -846 118 -538 -9.93 -332 -174 -372 -272 -138 -414 -270 -128 -428 65.6 -386 29.4 -136 -369 -263 -89.7 -303 -65.9 -240 -106 -278 -124 -277 -125 -275 -190 -112 -393 -257 -24 -252 -115 Conc. Cent. (Psi) -130 -216 -187 -120 -182 -215 -272 -129 -109 -192 -183 -194 -133 -107 -176 -311 -247 -176 -280 -327 -296 -184 -258 -144 -190 -251 -198 -228 -244 -256 -232 -195 -220 -194 -211 -205 -245 -188 -202 -188 -239 -278 -289 -364 -274 -253 -322 -276 -199 -199 -193 -252 -176 -210 -173 -201 -201 -232 -252 -165 -184 Conc Limits (Psi) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100r) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) Rebar Top Rebar Bot. (ksi) (kW) • • • Rs- orai' Rebar Limits Calc. (ksi) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. " Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 21 Engineers Northwest - 4th. floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (5) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (10 () 245 (247.9,-50,-0.3542) -229 -126 -178 (-2100,-) - Gross 248 (254.1,-27.47,-0.3542) -77.4 -745 -411 (-2100,) Gross 247 (257.6,-128.8,-0.3542) -166 -436 -301 (-2100,-) Gross 248 (257.8,-108.8,-0.3542) -56.2 -302 -179 (-2100,-) Gross 249 (258,-80,-0.3542) -87 -271 -179 (-2100,-) Gross 250 (258,50,-0.3542) -69.4 -260 -165 (-2100,-) Gross 251 (261.9,-21.15,-0.3542) -281 -226 -254 (-2100,-) Gross 252 (263.7,-133.7,-0.3542) -312 -201 -257 (-2100,-) Gross 253 (263.6,-34.99,-0.3542) -190 -97.7 -144 (-2100,-) Gross 254 (263.7,-51.41,-0.3542) -298 -76.6 -188 (-2100,-) Gross 255 (263.7,-48.49,-0.3542) -258 -117 -187 (-2100,-) Gross 256 (264,-1226,-0.3542) -18.7 -375 -197 (-2100,-) Gross 257 (264,-111.2,-0.3542) -459 -23 -241 (-2100,-) Gross 258 (264,-108.7,-0.3542) -404 -62.2 -233 (-2100,-) Gross 259 (264,-95.05,-0.3542) -27.2 -315 -171 (-2100,-) Gross 260 (264,-64.97,-0.3542) -0.597 -333 -167 (-2100,-) Gross 261 (264,-81.31,-0.3542) -367 -67.3 -217 (-2100,-) Gross 262 (264,-78.79,-0.3542) -364 -73.1 -219 (-2100,-) Gross 263 (268.6,-50,-0.3542) -176 -181 -178 (-2100,-) Gross 264 (268.7,-128.8,-03542) -292 -217 -255 (-2100,-) Gross 265 (268.6,-80,-0.3542) -184 -174 -179 (-2100,-) Gross 266 (268.7,-108.8,-0.3542) -199 -185 -192 (-2100,-) Gross 267 (268.8,-27.47,-0.3542) -507 -257 -382 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates, "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;' -" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-' Indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. FL - Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 22 s.ui:0.�w:i?ct . Lr:,a•'did..:Y,x;: u:.ai. .rk:task iz Service LC: Design Section Summary Engineers Northwest - 4th.floor - Monday April 28, 2003 FL-e-z==c,- # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (inches) 1 2.3 ACI 18.9.3.3 0 0 inf OK 2 2.3 ACI 18.9.3.3 0 0 inf OK 3 1.84 ACI 18.9.3.3 0 0 int OK 4 2.3 ACI 18.9.3.3 0 0 Int OK 5 2.3 ACI 18.9.3.3 0 0 int OK 6 0 0 0 Int OK 7 2.3 ACI 18.9.3.3 0 0 inf OK 8 2.3 ACI 18.9.3.3 0 0 inf OK 9 0 0 0 Int OK 10 1.84 ACI 18.9.3.3 0 0 inf OK 11 0 1.86 ACI 18.9.3.2 0 inf OK 12 1.84 ACI 18.9.3.3 0 0 int OK 13 0 0 0 int OK 14 1.84 ACI 18.9.3.3 0 0 inf OK 15 1.84 ACI 18.9.3.3 0 0 int OK 16 2.3 ACI 18.9.3.3 0 0 int OK 17 2.3 ACI 18.9.3.3 0 0 inf OK 18 0 0 0 int OK 19 0 0 0 inf OK 20 0 0 0 int OK 21 0 0 0 inf OK 22 0 0 0 inf OK 23 3.24 ACI 18.9.3.3 0 0 int OK 24 2.3 ACI 18.9.3.3 0 0 inf OK 25 2.3 ACI 18.9.3.3 0 0 inf OK 26 2.3 ACI 18.9.3.3 0 0 int OK 27 2.3 ACI 18.9.3.3 0 0 int OK 28 3.24 ACI 18.9.3.3 0 0 Int OK 29 3.28 ACI 18.9.3.3 0 0 inf OK 30 3.28 ACI 18.9.3.3 0 0 inf OK 31 0 0 0 int OK 32 0 2.23 ACI 18.9.3.2 0 inf OK 33 0 0 0 inf OK 34 2.3 ACI 18.9.3.3 0 0 Inf OK 35 1.84 ACI 18.9.3.3 0 0 inf OK 36 2.79 ACI 18.9.3.3 0 0 int OK 37 2.79 ACI 18.9.3.3 0 0 inf OK 38 0 0 0 int OK 39 2.79 ACI 18.9.3.3 0 0 int OK 40 2.79 ACI 18.9.3.3 0 0 inf OK 41 2.3 ACI 18.9.3.3 0 0 inf OK 42 2.32 ACI 18.9.3.3 0 0 int OK 43 2.3 ACI 18.9.3.3 0 0 inf OK 44 1.84 ACI 18.9.3.3 0 0 Int OK 45 0 0 0 inf OK 46 0 0 0 inf OK 47 0 1.22 ACI 18.9.3.2 0 int OK 48 0 0 0 inf OK 49 0 0 0 inf OK 50 2.3 ACI 18.9.3.3 0 0 inf OK 51 2.3 ACI 18.9.3.3 0 0 inf OK 52 2.3 ACI 18.9.3.3 0 0 Int OK 53 2.3 ACI 18.9.3.3 0 0 inf OK 54 2.3 ACI 18.9.3.3 0 0 inf OK 55 3.65 ACI 18.9.3.3 0 0 int OK 56 0 0 0 int OK 57 3.24 ACI 18.9.3.3 0 0 inf OK 58 2.3 ACI 18.9.3.3 0 0 int OK 59 3.24 ACI 18.9.3.3 0 0 inf OK 60 1.84 ACI 18.9.3.3 0 0 int OK 61 2.3 ACI 18.9.3.3 0 0 inf OK 62 2.3 ACI 18.9.3.3 0 0 inf OK 63 0 0 0 inf OK 64 2.3 ACI 18.9.3.3 0 0 inf OK 65 0 0 0 inf OK 66 1.84 ACI 18.9.3.3 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 23 Engineers Northwest - 4th.floor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (2) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 67 3.24 ACI 18.9.3.3 0 0 Inf OK 68 1.84 ACI 18.9.3.3 0 0 inf OK 69 0 0 0 Inf OK 70 2.3 ACI 18.9.3.3 0 0 Int OK 71 2.3 ACI 18.9.3.3 0 0 inf OK 72 2.3 ACI 18.9.3.3 0 0 Int OK 73 0 0 0 Int OK 74 0 0 0 Inf OK 75 0 0 0 inf OK 76 2.9 ACI 18.9.3.3 0 0 inf OK 77 2.54 ACI 18.9.3.3 0 0 inf OK 78 0 0 0 int OK 79 0 2.4 ACI 18.9.3.2 0 inf OK 80 0 0 0 Int OK 81 2.3 ACI 18.9.3.3 0 0 Int OK 82 2.3 ACI 18.9.3.3 0 0 inf OK 83 2.3 ACI 18.9.3.3 0 0 inf OK 84 1.84 ACI 18.9.3.3 0 0 int OK 85 1.84 ACI 18.9.3.3 0 0 int OK 86 0 2.5 ACI 18.9.3.2 0 Int OK 87 2.33 ACI 18.9.3.3 0 0 inf OK 88 2.31 ACI 18.9.3.3 0 0 Int OK 89 2.3 ACI 18.9.3.3 0 0 Int OK 90 2.3 ACI 18.9.3.3 0 0 Int OK 91 0 0 0 inf OK 92 0 0 0 int OK 93 1.84 ACI 18.9.3.3 0 0 int OK 94 2.3 ACI 18.9.3.3 0 0 int OK 95 1.84 ACI 18.9.3.3 0 0 Int OK 96 1.84 AC! 18.9.3.3 0 0 inf OK 97 2.3 ACI 18.9.3.3 0 0 int OK 98 2.3 ACI 18.9.3.3 0 0 int OK 99 0 0 0 inf OK 100 0 0 0 int OK 101 0 0 0 int OK 102 2.3 ACI 18.9.3.3 0 0 inf OK 103 0 0 0 inf OK 104 2.71 ACI 18.9.3.3 0 0 Int OK 105 2.74 ACI 18.9.3.3 0 0 Inf OK 106 2.74 ACI 18.9.3.3 0 0 inf OK 107 1.84 ACI 18.9.3.3 0 0 inf OK 108 2.3 ACI 18.9.3.3 0 0 inf OK 109 1.84 ACI 18.9.3.3 0 0 int OK 110 2.3 ACI 18.9.3.3 0 0 int OK 111 2.24 ACI 18.9.3.3 0 0 inf OK 112 0 0 0 Int OK 113 0 0 0 Int OK 114 2.31 ACI 18.9.3.3 0 0 inf OK 115 2.3 ACI 18.9.3.3 0 0 inf OK 116 2.3 ACI 18.9.3.3 0 0 Int OK 117 2.3 ACI 18.9.3.3 0 0 inf OK 118 0 0 0 Int OK 119 2.3 ACI 18.9.3.3 0 0 Int OK 120 1.84 ACI 18.9.3.3 0 0 Int OK 121 1.84 ACI 18.9.3.3 0 0 Int OK 122 2.3 ACI 18.9.3.3 0 0 Int OK 123 2.3 ACI 18.9.3.3 0 0 inf OK 124 2.3 ACI 18.9.3.3 0 0 int OK 125 0 0 0 Int OK 126 0 0 0 Int OK 127 0 0 0 inf OK 128 2.3 ACI 18.9.3.3 0 0 Int OK 129 0 0.5 ACI 18.9.3.2 0 Inf OK 130 0 0 0 inf OK 131 0 0 0 inf OK 132 2.3 ACI 18.9.3.3 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for thls section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 24 Engineers Northwest - 4th.floor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (3) z # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. In.) (inches) 133 2.3 ACI 18.9.3.3 0 0 Inf OK 134 2.3 ACI 18.9.3.3 0 0 int OK 135 0 1.58 ACI 18.9.3.2 0 Int OK 138 1.84 ACI 18.9.3.3 0 0 inf OK 137 2.3 ACI 18.9.3.3 0 0 int OK 138 1.84 ACI 18.9.3.3 0 0 Inf OK 139 0 0 0 inf OK 140 2.3 ACI 18.9.3.3 0 0 inf OK 141 2.3 ACI 18.9.3.3 0 0 inf OK 142 2.3 ACI 18.9.3.3 0 0 int OK 143 2.12 ACI 18.9.3.3 0 0 inf OK 144 2.3 ACI 18.9.3.3 0 0 inf OK 145 2.3 ACI 18.9.3.3 0 0 int OK 146 0 1.96 ACI 18.9.3.2 0 int OK 147 2.37 ACI 18.9.3.3 0 0 inf OK 148 2.37 ACI 18.9.3.3 0 0 int OK 149 1.84 ACI 18.9.3.3 0 0 inf OK 150 2.3 ACI 18.9.3.3 0 0 int OK 151 2.3 ACI 18.9.3.3 0 0 inf OK 152 1.84 ACI 18.9.3.3 0 0 inf OK 153 2.3 ACI 18.9.3.3 0 0 int OK 154 2.3 ACI 18.9.3.3 0 0 inf OK 155 0 0 0 inf OK 156 0 0 0 inf OK 157 0 0 0 inf OK 158 0 0 0 inf OK 159 0 0 0 inf OK 160 0 0 0 inf OK 161 0 0 0 int OK 162 0 0 0 Int OK 163 0 0 0 inf OK 164 0 0 0 inf OK 165 0 0 0 inf OK 166 1.84 ACI 18.9.3.3 0 0 inf OK 167 1.84 ACI 18.9.3.3 0 0 inf OK 168 2.3 ACI 18.9.3.3 0 0 inf OK 169 2.3 ACI 18.9.3.3 0 0 inf OK 170 2.3 ACI 18,9.3.3 0 0 inf OK 171 1.84 ACI 18.9.3.3 0 0 inf OK 172 0 0 0 Inf OK 173 2.11 ACI 18.9.3.3 0 0 inf OK 174 2.3 ACI 18.9.3.3 0 0 inf OK 175 2.3 ACI 18.9.3.3 0 0 inf OK 176 0 0 0 int OK 177 2.3 ACI 18.9.3.3 0 0 inf OK 178 2.3 ACI 18.9.3.3 0 0 inf OK 179 0 0 0 Int OK 180 2.3 ACI 18.9.3.3 0 0 inf OK 181 2.3 ACI 18.9.3.3 0 0 inf OK 182 2.3 ACI 18.9.3.3 0 0 inf OK 183 0 3.96 ACI 18.9.3.2 0 inf OK 184 2.3 ACI 18.9.3.3 0 0 inf OK 185 2.3 ACI 18.9.3.3 0 0 inf OK 186 1.84 ACI 18.9.3.3 0 0 int . OK 187 2.3 ACI 18.9.3.3 0 0 inf OK 188 1.84 ACI 18.9.3.3 0 0 inf OK 189 0 0 0 inf OK 190 0 0 0 int OK 191 0 0 0 inf OK 192 0 0 0 inf OK 193 0 0 0 inf OK 194 0 0 0 Inf OK 195 2.3 ACI 18.9.3.3 0 0 inf OK 196 2.3 ACI 18.9.3.3 0 0 inf OK 197 2.3 ACI 18.9.3.3 0 0 inf OK 198 1.84 ACI 18.9.3.3 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 25 Engineers Northwest - 4th.floor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (4) Fig- 2-;-i # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (inches) 199 3.24 ACI 18.9.3.3 0 0 inf OK 200 1.84 ACI 18.9.3.3 0 0 Int OK 201 1.84 ACI 18.9.3.3 0 0 inf OK 202 2.35 Ad 18.9.3.3 0 0 Inf OK 203 2.3 ACI 18.9.3.3 0 0 inf OK 204 0 3.82 ACI 18.9.3.2 0 inf OK 205 1.84 ACI 18.9.3.3 0 0 Inf OK 206 2.3 ACI 18.9.3.3 0 0 Inf OK 207 3.24 ACI 18.9.3.3 0 0 inf OK 208 2.61 ACI 18.9.3.3 0 0 Int OK 209 0 0 0 Inf OK 210 3.68 ACI 18.9.3.3 0 0 inf OK 211 3.24 ACI 18.9.3.3 0 0 inf OK 212 0 0 0 Inf OK 213 2.97 ACI 18.9.3.3 0 0 inf OK 214 2.3 ACI 18.9.3.3 0 0 Inf OK 215 2.3 ACI 18.9.3.3 0 0 inf OK 216 0 0 0 inf OK 217 2.3 ACI 18.9.3.3 0 0 inf OK 218 2.3 ACI 18.9.3.3 0 0 Int OK 219 0 0 0 inf OK 220 0 0 0 int OK 221 0 1.86 ACI 18.9.3.2 0 Int OK 222 0 0 0 inf OK 223 0 0 0 inf OK 224 2.3 ACI 18.9.3.3 0 0 inf OK 225 1.84 ACI 18.9.3.3 0 0 In? OK 226 2.3 ACI 18.9.3.3 0 0 Inf OK 227 1.84 ACI 18.9.3.3 0 0 inf OK 228 2.3 ACI 18.9.3.3 0 0 Inf OK 229 2.54 ACI 18.9.3.3 0 0 inf OK 230 0 2.98 ACI 18.9.3.2 0 inf OK 231 0 0 0 int OK 232 2.3 ACI 18.9.3.3 0 0 Int OK 233 3.24 ACI 18.9.3.3 0 0 inf OK 234 3.24 ACI 18.9.3.3 0 0 inf OK 235 0 0 0 inf OK 236 2.3 ACI 18.9.3.3 0 0 Inf OK 237 3.24 ACI 18.9.3.3 0 0 inf OK 238 2.3 ACI 18.9.3.3 0 0 Int OK 239 2.3 ACI 18.9.3.3 0 0 inf OK 240 2.3 ACI 18.9.3.3 0 0 inf OK 241 2.3 ACI 18.9.3.3 0 0 inf OK 242 0 0 0 Int OK 243 3.24 ACI 18.9.3.3 0 0 inf OK 244 2.3 ACI 18.9.3.3 0 0 Inf OK 245 2.3 ACI 18.9.3.3 0 0 Inf OK 246 0 0 0 inf OK 247 0 0 0 inf OK 248 0 0 0 Inf OK 249 0 0 0 int OK 250 0 0 0 int OK 251 2.3 ACI 18.9.3.3 0 0 inf OK 252 2.3 ACI 18.9.3.3 0 0 Inf OK 253 0 2.87 ACI 18.9.3.2 0 inf OK 254 2.3 ACI 18.9.3.3 0 0 Int OK 255 2.3 ACI 18.9.3.3 0 0 inf OK 256 0 0 0 Int OK 257 1.84 ACI 18.9.3.3 0 0 inf OK 258 1.84 ACI 18.9.3.3 0 0 Int OK 259 0 0 0 In? OK 260 0 0 0 inf OK 261 1.84 ACI 18.9.3.3 0 0 inf OK 262 1.84 ACI 18.9.3.3 0 0 Int OK 263 2.3 ACI 18.9.3.3 0 0 inf OK 264 2.3 ACI 18.9.3.3 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 26 Engineers Northwest - 4th.floor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (5) FLF_Zto # As Top Controlling As Bot Controlling As Sht Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. In.) (Inches) 265 2.3 ACI 18.9.3.3 0 0 Int OK 266 2.3 ACI 18.9.3.3 0 0 Int OK 267 1.84 ACI 18.9.3.3 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 27 Service LC: Design Section Stresses # Centroid (feet) 1 (1.21,-128.8,-0.3542) 2 (1.203,-80,-0.3542) 3 (1.214,-27.47,-0.3542) 4 (1.311,-108.8,-0.3542) 5 (1.277,-50,-0.3542) 6 (5.539,-65.12,-0.3542) 7 (5.626,51.26,-0.3542) 8 (5.626,-48.67,-0.3542) 9 (5.744,-122.6,-0.3542) 10 (5.744,-111.2,-0.3542) 11 (5.703,-35.01,-0.3542) 12 (5.744,-108.8,-0.3542) 13 (5.744,-95.05,-0.3542) 14 (5.744,-81.17,-0.3542) 15 (5.744,-78.72,-0.3542) 16 (7.47,-21.24,-0.3542) 17 (7.737,-133.8,-0.3542) 18 (11.21,-108.8,-0.3542) 19 (11.41,-80,-0.3542) 20 (11.41,50,-0.3542) 21 (14.81,-27.47,-0.3542) 22 (15.78,-128.6,-0.3542) 23 (22.08,-108.8,-0.394) 24 (22.2,-80,-0.3542) 25 (22.2,-50,-0.3542) 26 (24.89,-80,-0.3542) 27 (24.89,-50,-0.3542) 28 (25.01,-108.8,-0.394) 29 (27.45,-111.3,-0.4632) 30 (27.45,-108.8,-0.4632) 31 (26.38,-95.04,-0.3542) 32 (28.18,-35.01,-0.3542) 33 (28.48,-122.5,-0.3542) 34 (28.78,-128.8,-0.3542) 35 (28.72,-27.47,-0.3542) 36 (29.67,-81.19,-0.3542) 37 (29.67,-78.74,-0.3542) 38 (29.67,-65.04,-0.3542) 39 (29.67,-51.29,-0.3542) 40 (29.67,-48.7,-0.3542) 41 (29.66,-21.24,-0.3542) 42 (30.63,-133.8,-0.3542) 43 (31.32,-128.8,-0.3542) 44 (31.33,-27.47,-0.3542) 45 (36.76,-80,-0.3542) 46 (36.76,50,-0.3542) 47 (41.55,-108.8,-0.394) 48 (44.93,-27.47,-0.3542) 49 (45.76,-128.8,-0.3542) 50 (47.78,-80,-0.3542) 51 (47.78,-50,-0.3542) 52 (53.71,-78.74,-0.3542) 53 (54.02,-73.96,-0.3542) 54 (54.48,-81.27,-0.3542) 55 (57.16,-111.2,-0.4578) 56 (58.57,-95.04,-0.3542) 57 (55.37,-108.8,-0.4716) 58 (58.63,-128.8,-0.3542) 59 (58.66,-108.8,-0.394) 60 (58.68,-27.47,-0.3542) 61 (59.63,-21.16,-0.3542) Conc. Top Conc. Bot (Psi) (Psi) -148 -367 -78.9 -256 -335 -383 -108 -254 -51.6 -283 -284 -75.7 114 -565 221 -682 -281 -180 -140 -392 -610 294 -63.6 -444 -310 -58.9 -1 -463 -35.9 -432 -189 -322 -236 -175 -371 15.9 -392 55.7 -424 104 -498 -254 -378 -134 146 -641 126 -479 171 -515 162 -508 214 -551 288 -965 -74.7 -319 -6.98 -387 -469 -16.9 -812 199 -407 -103 -23.1 -453 -298 -355 277 -666 247 -629 -461 16.8 341 -756 339 -844 -180 -365 -159 -219 -70.1 -352 -257 -239 -440 37.6 -437 64.1 -484 245 -174 -206 -268 -91.5 -0.99 -459 63.2 -450 -105 -437 -155 -238 383 -956 3.05 -394 -489 31.9 -117 -338 -39.2 -332 322 -912 -206 -126 -255 -386 Conc. Cent. (Psi) -257 -168 -359 -181 -167 -180 -226 -231 -230 -266 -158 -254 -184 -232 -234 -256 -206 -178 -168 -160 -376 -256 -164 -177 -172 -173 -169 -206 -188 -183 -243 -307 -255 -238 -326 -194 -191 -222 -207 -252 -272 -189 -211 -248 -201 -186 -197 -190 -180 -230 -193 -271 -196 -286 -179 -229 -221 -186 -164 -166 -320 Engineers Northwest - 4th.floor- Monday April 28, 2003 Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (Psi) (log) (ksi) (kW) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;'-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Ft2-zt( Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 28 sak Engineers Northwest - 4th.ffoor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (2) FL. -2-v- # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc limits Rebar Top Rebar Bot. Rebar Limits Cala (feet) (Psi) (Psi) (Psi) (Psi) (k) (k) (k) 62 (59.71,-48.78,-0.3542) 402 -1180 387 (-2250,424) Gross 63 (59.82,-34.99,-0.3542) -792 129 -332 (-2250,424) Gross 64 (60.63,-133.7,-0.3542) -168 -226 -197 (-2250,424) Gross 65 (60.67,-122.5,-0.3542) -443 -27.3 -235 (-2250,424) Gross 66 (61.31,-128.3,-0.3542) 38.8 -390 -176 (-2250,424) Gross 67 (61.34,-110.3,-0.3911) 218 -888 -214 (-2250,424) Gross 68 (61.34,-27.47,-0.3542) -167 -150 -158 (-2250,424) Gross 69 (66.25,-68.88,-0.3542) -241 -97.9 -169 (-2250,424) Gross 70 (66.25,-60.85,-0.3542) -179 -108 -143 (-2250,424) Gross 71 (70.53,-50,-0.3542) 404 -587 -91.2 (-2250,424) Gross 72 (70.61,-80,-0.3542) 356 -540 -92 (-2250,424) - Gross 73 (74.79,-27.47,-0.3542) -115 -213 -164 (-2250,424) Gross 74 (75.58,-128.6,-0.3542) -246 -166 -206 (-2250,424) Gross 75 (75.59,-108.8,-0.3542) -324 33.5 -145 (-2250,424) Gross 76 (80.12,-81.23,-0.3542) 186 -629 -222 (-2250,424) Gross 77 (82.7,-78.84,-0.3542) 237 -571 -167 (-2250,424) Gross 78 (85.25,-80,-0.3542) -289 98.7 -95.1 (-2250,424) Gross 79 (85.25,50,-0.3542) -364 157 -104 (-2250,424) - Gross 80 (85.4,-65.04,-0.3542) -439 6.14 -216 (-2250,424) Gross 81 (85.4,51.17,-0.3542) 248 -680 -216 (-2250,424) . Gross 82 (85.4,-48.64,-0.3542) 162 -669 -254 (-2250,424) Gross 83 (88.55,-108.8,-0.3542) 248 , -539 -145 (-2250,424) Gross 84 (88.61,-131,-0.3542) -184 -87.4 -136 (-2250,424) Gross 85 (88.67,-27.47,-0.3542) -237 -60.8 -149 (-2250,424) Gross 86 (89.87,34.99,-0.3542) -733 214 -259 (-2250,424) Gross 87 (89.86,-21.16,-0.3542) -117 -391 -254 (-2250,424) Gross 88 (90.58,-133.7,-0.3542) -826 313 -257 (-2250,424) - Gross 89 (90.64,-111.2,-0.3542) 187 -761 -287 (-2250,424) Gross 90 (90.64,-108.7,-0.3542) 254 -691 -219 (-2250,424) Gross 91 (90.68,-125,-0.3542) -621 85.5 -267 (-2250,424) Gross 92 (90.68,-95.04,-0.3542) -438 -5.06 -222 (-2250,424) Gross 93 (91.37,-131,-0.3542) -184 -156 -170 (-2250,424) - Gross 94 (91.37,-108.8,-0.3542) 333 -613 -140 (-2250,424) Gross 95 (91.42,-27.47,-0.3542) -154 -133 -143 (-2250,424) Gross 96 (97.3,-138.8,-0.3542) 156 -701 -273 (-2250,424) Gross 97 (100.6,-50,-0.3542) 376 -591 -107 (-2250,424) Gross 98 (100.6,-80,-0.3542) 298 -509 -106 (-2250,424) - Gross 99 (105,-25.27,-0.3542) -168 -51.6 -110 (-2250,424) Gross 100 (105.8,-133.5,-0.3542) -376 84.8 -145 (-2250,424) Gross 101 (105.8,-108.8,-0.3542) -374 134 -120 (-2250,424) Gross 102 (109,-78.8,-0.3542) 125 -521 -198 (-2250,424) Gross 103 (109.1,-65.04,-0.3542) -312 -51.7 -182 (-2250,424) Gross 104 (117,-81.19,-0.3542) 348 -818 -235 (-2250,424) Gross 105 (117.2,-51.25,-0.3542) 77.1 -545 -234 (-2250,424) Gross 106 (117.2,-48.64,-0.3542) 416 -948 -266 (-2250,424) Gross 107 (118.6,-133.5,-0.3542) 182 -497 -157 (-2250,424) Gross 108 (118.6,-108.8,-0.3542) 345 -545 -99.9 (-2250,424) Gross 109 (118.7,-25.27,-0.3542) 30.8 -247 -108 (-2250,424) Gross 110 (120,-18.95,-0.3542) -395 -154 -274 (-2250,424) Gross 111 (120.2,-141.1,-0.3542) -296 -222 -259 (-2250,424) Gross 112 (120.1,-34.99,-0.3542) -629 105 -262 (-2250,424) Gross 113 (120.2,-125,-0.3542) -642 120 -261 (-2250,424) Gross 114 (120.2,-21.22,-0.3542) -212 -319 -265 (-2250,424) Gross 115 (120.3,-138.8,-0.3542) -128 -417 -272 (-2250,424) Gross 116 (120.3,-111.2,-0.3542) 285 -793 -254 (-2250,424) Gross 117 (120.3,-108.7,-0.3542) 239 -716 -238 (-2250,424) Gross 118 (120.3,-94.96,-0.3542) -480 0.661 -240 (-2250,424) Gross 119 (121.4,-108.8,-0.3542) 151 -531 -190 (-2250,424) Gross 120 (121.4,-133.4,-0.3542) 130 -455 -162 (-2250,424) Gross 121 (121.4,-25.21,-0.3542) 11.4 -225 -107 (-2250,424) Gross 122 (124.4,-57.81,-0.3542) -201 -270 -236 (-2250,424) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 29 SNS Engineers Northwest - 4th.floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (3) y k Cehtroid (feet) 123 (130,-50,-0.3542) 124 (130.1,-80,-0.3542) 125 (134.6,-133.5,-0.3542) 126 (134.7,-108.8,-0.3542) 127 (134.8,-80,-0.3542) 128 (135,-78.86,-0.3542) 129 (135,-65.04,-0.3542) 130 (134.9,-25.5,-0.3542) 131 (135,-50,-0.3542) 132 (139.9,-80,-0.3542) 133 (139.9,-50,-0.3542) 134 (148.4,-81.19,-0.3542) 135 (148.5,-125,-0.3542) 136 (148.4,-25.21,-0.3542) 137 (148.6,-138.8,-0.3542) 138 (148.6,-133.5,-0.3542) 139 (148.6,-94.96,-0.3542) 140 (148.6,-111.3,-0.3542) 141 (148.6,-108.7,-0.3542) 142 (148.6,-108.8,-0.3542) 143 (148.7,-141.2,-0.3542) 144 (148.7,-51.32,-0.3542) 145 (148.7,-48.71,-0.3542) 146 (148.7,-35.04,-0.3542) 147 (150.7,-21.31,-0.3542) 148 (150.7,-18.86,-0.3542) 149 (151.2,-25.29,-0.3542) 150 (151.3,56.42,-0.3542) 151 (151.4,-108.8,-0.3542) 152 (151.4,-133.5,-0.3542) \; 153 (151.5,-80,-0.3542) 154 (151.5,50,-0.3542) 155 (156.6,-65.19,-0.3542), 156 (157.1,-25.29,-0.3542) 157 (157.2,-80,-0.3542) 158 (157.2,-108.8,-0.3542) 159 (157.2,-50,-0.3542) 160 (157.3,-133.5,-0.3542) 161 (172.7,-108.8,-0.3542) 162 (172.8,-131.2,-0.3542) 163 (172.9,-80,-0.3542) 164 (173.1,50,-0.3542) 165 (173.1,-27.88,-0.3542) 166 (174.2,-138.8,-0.3542) 167 (178.6,-131.1,-0.3542) 168 (178.6,-108.8,-0.3542) 169 (178.7,-80,-0.3542) 170 (178.7,-50,-0.3542) 171 (178.8,-27.88,-0.3542) 172 (180.9,-65.19,-0.3542) 173 (181,-133.8,-0.3542) 174 (181,-111.2,-0.3542) 175 (181,-108.7,-0.3542) 176 (181.1,-125,-0.3542) 177 (181,-81.25,-0.3542) 178 (181,-78.84,-0.3542) 179 (181.1,-94.89,-0.3542) 180 (181,51.24,-0.3542) 181 (181,-48.75,-0.3542) 182 (181,-21.16,-0.3542) 183 (181.1,-35.03,-0.3542) Conc. Top (Psi) -68.9 -19.6 -343 -249 -149 365 -539 -191 -204 -20.7 -41.7 294 -657 107 -69.7 192 526 405 379 243 -283 66.6 406 -690 -29.9 -200 388 -182 415 375 398 415 -110 -148 -109 -226 -144 -228 -289 -395 -187 -166 -225 197 90.3 322 290 388 94.6 -408 -792 255 349 -620 267 267 -484 373 404 -91 -804 Conc. Bot. Conc. Cent (Psi) (Psi) -141 -105 -151 -85.2 2.63 -170 -115 -182 -23.6 -86.3 -731 -183 158 -191 -25.9 -108 -2.54 -103 -160 -90.6 -164 -103 -759 -233 166 -245 -320 -107 -430 -250 -533 -171 39.2 -243 -873 -234 -821 -221 -594 -176 -216 -249 -551 -242 -899 -247 194 -248 -434 -232 -267 -234 -606 -109 -314 -248 -774 -180 -720 -172 -672 -137 -714 -149 -210 -160 -66.4 -107 -163 -136 -146 -186 -154 -149 -108 -168 -109 -199 79.6 -158 -50 -119 -63.9 -115 -71.6 -148 -731 -267 -420 -165 -718 -198 -527 -119 -612 -112 -419 -162 -46.4 -227 283 -255 -804 -275 -747 -199 50 -285 -677 -205 -681 -207 81.4 -201 -801 -214 -889 -242 -444 -268 307 -249 Conc Limits (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top Rebar Bot Rebar Limits Calc. (ksi) (ksi) (ksi) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress Iimit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; ' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross FS -243 Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 30 Engineers Northwest - 4th.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (4) Fuz-Ztd- 0114 # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot.Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksl) (ksi) (1(0 184 (181.3,-80,-0.3542) 187 -429 -121 (-2250,424) Gross 185 (181.3,-108.8,-0.3542) 155 -556 -201 (-2250,424) Gross 186 (181.4,-131,-0.3542) -173 -177 -175 (-2250,424) Gross 187 (181.4,-50,-0.3542) 282 -506 -112 (-2250,424) Gross 188 (181.4,-27.88,-0.3542) -52.9 -286 -170 (-2250,424) Gross 189 (194.8,-108.8,-0.3542) -207 -196 -202 (-2250,424) Gross 190 (194.8,-128.8,-0.3542) -193 -308 -250 (.2250,424) Gross 191 (194.8,-80,-0.3542) -174 -67.4 -121 (-2250,424) Gross 192 (194.8,-50,-0.3542) -213 9.23 -102 (-2250,424) Gross 193 (194.9,-27.88,-0.3542) -161 -197 -179 (-2250,424) Gross 194 (201.6,-65.04,-0.3542) -167 -170 -168 (-2250,424) Gross 195 (201.7,-78.91,-0.3542) 26 -385 -180 (.2250,424) Gross 196 (208.5,-80,-0.3542) 45.2 -293 -124 (-2250,424) Gross 197 (208.5,-50,-0.3542) 138 -339 -100 (-2250,424) Gross 198 (208.5,-27.88,-0.3542) -273 -55 -164 (-2250,424) Gross 199 (208.7,-110.3,-0.3911) -72.7 -638 -294 (-2250,424) Gross 200 (208.7,-128.6,-0.3542) -75.6 -374 -225 (-2250,424) Gross 201 (208.6,-27.88,-0.3542) -267 -61.3 -164 (-2250,424) Gross 202 (209.5,-21.17,-0.3542) -176 -343 -259 (-2250,424) Gross 203 (209.8,-48.65,-0.3542) 405 -1010 -302 (-2250,424) Gross 204 (209.8,34.99,-0.3542) -838 291 -274 (-2250,424) Gross 205 (211.1,-27.47,-0.3542) -264 -77.2 -171 (-2250,424) Gross 206 (211.2,-128.8,-0.3542) -74.8 -397 -236 (-2250,424) Gross 207 (211.3,-108.8,-0.394) 312 -829 -138 (-2250,424) - Gross 208 (211.9,-133.8,-0.3542) -153 -199 -176 (-2250,424) Gross 209 (211.9,-122.5,-0.3542) -391 -75.6 -233 (-2250,424) Gross 210 (213.1,-111.3,-0.4588) -92.1 -295 -185 (-2250,424) Gross 211 (215.2,-108.7,-0.4737) -92.1 -348 -213 (-2250,424) Gross 212 (211.9,-95.04,-0.3542) -480 23.7 -228 (-2250,424) Gross 213 (214.3,-81.32,-0.3542) 180 -660 -240 (-2250,424) Gross 214 (222,-80,-0.3542) 34.5 -465 -215 (-2250,424) Gross 215 (2221,50,-0.3542) 85.1 -445 -180 (-2250,424) Gross 216 (224.8,-27.47,-0.3542) -152 -254 -203 (-2250,424) Gross 217 (227.6,-78.88,-0.3542) 165 -530 -182 (-2250,424) Gross 218 (227.6,-51.31,-0.3542) 174 -567 -196 (-2250,424) Gross 219 (227.9,-64.58,-0.3542) -351 -30.8 -191 (-2250,424) Gross 220 (228.9,-128.8,-0.3542) -327 -128 -227 (-2250,424) - Gross 221 (228.9,-108.8,-0.394) -479 293 -175 (-2250,424) Gross 222 (233.8,-80,-0.3542) -428 52.3 -188 (-2250,424) Gross 223 (233.8,50,-0.3542) -426 77.6 -174 (-2250,424) - Gross 224 (238.6,-128.8,-0.3542) -98. -340 -219 (-2250,424) Gross 225 (238.8;27.47,-0.3542) -283 -230 -257 (-2250,424) Gross 226 (239.5,-21.23,-0.3542) -160 -375 -268 (-2250,424) Gross 227 (241.2,-27.47,-0.3542) -290 -384 -337 (-2250,424) Gross 228 (241.4,-128.8,-0.3542) -39.5 -461 -250 (-2250,424) Gross 229 (241.4,-48.56,-0.3542) 334 -803 -235 (-2250,424) - Gross 230 (241.4,-34.99,-0.3542) -836 239 -299 (-2250,424) Gross 231 (243.4,-122.5,-0.3542) -413 -100 -257 (-2250,424) Gross 232 (243.4,-133.8,-0.3542) -121 -248 -184 (-2250,424) Gross 233 (242.5,-111.2,-0.4649) -39.3 -356 -187 (-2250,424) Gross 234 (242.5,-108.7,-0.4649) 17.6 -410 -181 (-2250,424) Gross 235 (243.4,-95.04,-0.3542) -485 16.2 -234 (-2250,424) Gross 236 (245.1,-80,-0.3542) 150 -476 -163 (-2250,424) Gross 237 (245.2,-108.8,-0.394) 322 -994 -197 (-2250,424) Gross 238 (245.1,-50,-0.3542) 197 -517 -160 (-2250,424) Gross 239 (245.6,-81.3,-0.3542) 295 -668 -187 (-2250,424) Gross 240 (245.6,-78.81,-0.3542) 317 -690 -187 (-2250,424) Gross 241 (245.6,51.31,-0.3542) 389 -820 -216 (-2250,424) Gross 242 (245.9,-65.04,-0.3542) -477 9.15 -234 (-2250,424) Gross 243 (247.8,-108.8,-0.394) 203 -707 -166 (-2250,424) Gross 244 (247.8,-80,-0.3542) 163 -502 -170 (-2250,424) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, lnc. P.S. Service LC: Design Section Stresses 31 b4 +�i'9 ;till NIS S'A,t4iNNrn+?nP:x 4v1,PrAwr::+:^V?! —:r? i^.t''#'^t{i!LP7Yfreb.mtvsnii4f"mmgro, toilk Engineers Northwest - 4th.floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (5) Ft.. --2* # Centroid Conc. Top Conc. Bot. Conc. Cent Conc Limits Rebar Top Rebar Bot Rebar Limits Cato. (feet) (Psi) (Psi) (Psi) (Psi) (ksl) (ksi) (ksi) 245 (247.9,-50,-0.3542) 196 -524 -164 (-2250,424) Gross 246 (254.1,-27.47,-0.3542) -464 -297 -381 (-2250,424) Gross 247 (257.6,-128.8,-0.3542) -499 -55.6 -277 (-2250,424) Gross 248 (257.8,-108.8,-0.3542) -316 -18.2 -167 (-2250,424) - Gross 249 (258,-80,-0.3542) -360 29.7 -165 (-2250,424) Gross 250 (258,-50,-0.3542) -394 89.5 -152 (-2250,424) - - Gross 251 (261.9,-21.15,-0.3542) -147 -323 -235 (-2250,424) - Gross 252 (263.7,-133.7,-0.3542) -230 -246 -238 (-2250,424) Gross 253 (263.6,-34.99,-0.3542) -668 401 -133 (-2250,424) Gross 254 (263.7,-51.41,-0.3542) 242 -589 -173 (-2250,424) - Gross 255 (263.7,-48.49,-0.3542) 319 -665 -173 (-2250,424) Gross 256 (264,-122.6,-0.3542) -307 -54.1 -181 (-2250,424) Gross 257 (264,-111.2,-0.3542) 0.485 -436 -218 (-2250,424) Gross 258 (264,-108.7,-0.3542) 81.4 -502 -210 (-2250,424) Gross 259 (264,-95.05,-0.3542) -376 65 -156 (-2250,424) Gross 260 (264,-64.97,-0.3542) -354 46.8 -154 (-2250,424) Gross 261 (264,-81.31,-0.3542) 121 -520 -200 (-2250,424) Gross 262 (264,-78.79,-0.3542) 123 .525 -201 (-2250,424) - Gross 263 (268.6,-50,-0.3542) -57.8 -273 -165 (-2250,424) Gross 264 (268.7,-128.8,-0.3542) -150 -322 -236 (-2250,424) - Gross 265 (268.6,-80,-0.3542) -83 -249 -166 (-2250,424) Gross 266 (268.7,-108.8,-0.3542) -91.4 -264 -178 (-2250,424) Gross 267 (268.8,-27.47,-0.3542) -332 -375 -354 (-2250,424) Gross "Centroid" Indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; If two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 32 oak Engineers Northwest - 4th.floor - Monday April 28, 2003 Factored LC: Design Section Summary # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (inches) 1 0 0 0 inf OK 2 0 0 0 Inf OK 3 0.471 ACI 18.7 0 0 inf OK 4 0 0 0 Int OK 5 0 0 0 inf OK 6 0 0 0 Inf OK 7 0 0 0 inf OK 8 0.293 ACI 18.7 0 0 Inf OK 9 0 0 0 inf OK 10 0 0 0 inf OK 11, 0 0.424 ACI 18.7 0 inf OK 12 0 0 0 inf OK 13 0 0 0 In! OK 14 0 0 0 Inf OK 15 0 0 0 inf OK 16 0 0 0 Inf OK 17 0 0 0 inf OK 18 0 0 0 inf OK 19 0 0 0 int OK 20 0 1.28 ACI 18.7 0 inf OK 21 0 7.65 ACI 18.7 0 inf OK 22 0 0 0 inf OK 23 0.546 ACI 18.7 0 0 inf OK 24 0.492 ACI 18.7 0 0 Int OK 25 0.903 ACI 18.7 0 0 inf OK 26 0.941 ACI 18.7 0 0 int OK 27 1.79 ACI 18.7 0 0 inf OK 28 3.27 ACI 18.7 0 0.594 9 ACI 11.4 OK 29 0 0 0 inf OK 30 0 0 0 Inf OK 31 0 0 0 inf OK 32 0 5 ACI 18.7 0 inf OK 33 0 0 0 inf OK 34 0 0 0 inf OK 35 7.58 ACI 18.7 0 0 inf OK 36 4.97 ACI 18.7 0 0 inf OK 37 4.15 ACI 18.7 0 0 int OK 38 0 0 0 inf OK 39 5.87 ACI 18.7 0 0 inf OK 40 5.96 ACI 18.7 0 0 inf OK 41 0 0 0 inr OK 42 0 0 0 inf OK 43 0 0 0 inf OK 44 6.29 ACI 18.7 0 0 Inf OK 45 0 1.54 ACI 18.7 0 inf OK 46 0 0.791 ACI 18.7 0 Int OK 47 0 0 0 inf OK 48 0 5.29 ACI 18.7 0 inf OK 49 0 0 0 inf OK 50 0 0 0 inf OK 51 0 0 0 inf OK 52 0 0 0 Inf OK 53 0 0 0 inf OK 54 4.12 ACI 18.7 0 0 Inf OK 55 0 0 0 inf OK 56 0 0.153 ACI 18.7 0 inf OK 57 0 0 0 inf OK 58 0 0 0 int OK 59 4.15 ACI 18.7 0 0.696 9 ACI 11.4 OK 60 6.82 ACI 18.7 0 0 inf OK 61 0 0 0 inf OK 62 7.97 ACI 18.7 0 0 Int OK 63 0 0 0 Int OK 64 0 0 0 inf OK 65 0 0 0 inf OK 66 6.63 ACI 18.7 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for thls section. u.,;it:s.,1 s:;. a� F� 2(C9 Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 33 Engineers Northwest - 4th.floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (2) FL_e- 2-17 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (inches) 67 0.41 ACI 18.7 0.358 ACI 18.7 0.674 9 ACI 11.4 OK 68 6.03 ACI 18.7 0 0 ird OK 69 0 0 0 inf 70 0 0 OK 0 inf OK 71 1.02 ACI 18.7 0 0 inf OK 72 0 0 0 inf OK 73 0 5.7 ACI 16.7 0 int OK 74 0 0 0 int OK 75 0 0 0 inf OK 76 0.289 ACI 18.7 0 0 int OK 77 1.37 ACI 18.7 0 0 inf OK 78 0 0 0 fnf OK 79 0 0 0 Inf OK 80 0 0 0 inf OK 81 1.83 ACI 18.7 0 0 inf OK 82 0.643 ACI 18.7 0 0 Int OK 83 0.819 ACI 18.7 0 0 inf OK 84 0 0 0 int OK 85 4.81 ACI 18.7 0 0 int OK 86 0 2.77 ACI 18.7 0 int OK 87 0 b 0 inf OK 88 0 0 0 Inf OK 89 2.91 ACI 18.7 0 0 Inf OK 90 4.83 ACI 18.7 0 0 Inf OK 91 0 0 0 int OK 92 0 0 0 lnf OK 93 0 0 0 Int OK 94 2.32 ACI 18.7 0 0 Int OK 95 5.43 ACI 18.7 0 0 inf OK 96 0 0 0 Int OK 97 1.33 ACI 18.7 0 0 Int OK 98 0 0 0 Inf OK 99 0 0 0 int OK 100 0 0 0 Inf 101 0 0 0 int OK OK 102 0.111 ACI 18.7 0 0 Int OK 103 0 0 0 inf OK 104 9.95 ACI 18.7 0 0 int OK 105 0 0 0 int OK 106 10.4 ACI 18.7 0 0 int OK 107 2.3 ACI 18.7 0 0 int OK 108 3.01 ACI 18.7 0 0 int OK 109 0 0 0 inf OK 110 0 0 0 int OK 111 0 0 0 inf OK 112 0 1.08 ACI 18.7 0 int OK 113 0 1.66 ACI 18.7 0 inf OK 114 0 0 0 inf OK 115 0 0 0 Int OK 116 4.41 ACI 18.7 0 0 int OK 117 2.96 ACI 18.7 0 0 int OK 118 0 0 0 int OK 119 0 0 0 int OK 120 1.59 ACI 18.7 0 0 Int OK 121 0 0 0 Int OK 122 0 0 0 int OK 123 0 0 0 inf OK 124 0 0 0 Int OK 125 0 0 0 inf OK 126 0 0 0 Int OK 127 0 0 0 int OK 128 0.902 ACI 18.7 0 0 Int OK 129 0 1.1 ACI 18.7 0 Int OK 130 0 0 0 Int OK 131 0 0 0 int OK 132 0 0 0 int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 34 Engineers Northwest - 4th.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (3) F1 -1? -z? 1 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling (sq. In.) (Inches) Status (sq. In.) (sq. In.) 133 0 0 0 inf OK 134 3.12 ACI 18.7 0 0 inf OK 135 0 0.908 ACI 18.7 0 inf OK 136 0 0 0 inf OK 137 0 0 0 Int OK 138 1.98 ACI 18.7 0 0 Int OK 139 0 0 0 int OK 140 5.02 ACI 18.7 0 0 Inf OK 141 4.33 ACI 18.7 0 0 Inf OK 142 0 0 0 Int OK 143 0 0 0 int OK 144 0 0 0 inf OK 145 4.15 ACI 18.7 0 0 Int OK 146 0 0.842 ACI 18.7 0 Int OK 147 0 0 0 int OK 148 0 0 0 int OK 149 1.78 ACI 18.7 0 0 inf OK 150 0 0 0 Int OK 151 2.61 ACI 18.7 0 0 inf OK 152 4.35 ACI 18.7 0 0 Int OK 153 0.121 ACI 18.7 0 0 Inf OK 154 1.86 ACI 18.7 0 0 ' Inf OK 155 1.52 ACI 18.7 0 0 inf OK 156 0 0 0 inf OK 157 0 0 0 Inf OK 158 0 0 0 int OK 159 0 0 0 inf OK 160 0 0 0 inf OK 161 0 0 0 Inf OK 162 0 0 0 int OK 163 0 0 ' 0 Int OK 164 0 0 0 inf OK 165 0 1 ACI 18.7 0 inf OK 166 0 0 0 Int OK 167 0 0 0 inf OK 168 1.83 ACI 18.7 0 0 inf OK 169 0.0599 ACI 18.7 0 0 inf OK 170 1.65 ACI 18.7 0 0 lnf OK 171 7.78 ACI 18.7 0 0 inf OK 172 0 0 0 Inf OK 173 0 0 0 inf OK 174 3.01 ACI 18.7 0 0 IM OK 175 4.76 ACI 18.7 0 0 inf OK 176 0 0 0 Inf OK 177 2.33 ACI 18.7 0 0 int OK 178 2.49 ACI 18.7 0 0 Int OK 179 0 0 0 Inf OK 180 4.76 ACI 18.7 0 0 Int OK 181 5.28 ACI 18.7 0 0 Int OK 182 0 0 0 int OK 183 0 2.82 ACI 18.7 0 Inf OK 184 0 0 0 Int OK 185 0 0 0 Inf OK 186 0 0 0 Int OK 187 0 0 0 ltd OK 188 6.82 ACI 18.7 0 0 inf OK 189 0 0 0 int OK 190 0 0 0 Int OK 191 0 0 0 int OK 192 0 0 0 Inf OK 193 0 6.98 ACI 18.7 0 Int OK 194 0 0 0 Inf OK 195 0 0 0 int OK ..; 196 0 0 0 Inf OK 197 0 0 0 inf OK 198 5.28 ACI 18.7 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 35 S.S, wrr�SL Ju9ne ALL?lt�,:s Engineers Nonnwest- 'nn.noor- monaay April zts, ,uui Factored LC: Design Section Summary - Continued (4) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. In.) (Inches) 199 0 4.42 ACI 18.7 0.703 • 9 ACI 11.4 OK 200 0 0 0 Int OK 201 5.41 ACI 18.7 0 0 inf OK 202 0 0 0 Inf OK 203 7.76 ACI 18.7 0 0 int OK 204 0 2.77 ACI 18.7 0 Int OK 205 6.81 ACI 18.7 0 0 Int OK 206 0 0 0 Inf OK 207 3.23 ACI 18.7 0 0.605 9 ACI 11.4 OK 208 0 0 0 inf OK 209 0 0 0 inf OK 210 0 0 0 Int OK 211 0 0 0 Int OK 212 0 1.47 ACI 18.7 0 int OK 213 0.823 ACI 18.7 0 0 Int OK 214 0 0 0 Int OK 215 0 0 0 Int OK 216 0 5.07 ACI 18.7 0 Inf OK 217 0 0 0 int OK 218 0 0 0 Int OK 219 0 0 0 Int OK 220 0 0 0 Inf OK 221 0 0 0 int OK 222 0 1.63 ACI 18.7 0 inf OK 223 0 0.879 ACI 18.7 0 Int OK 224 0 0 0 Inf OK 225 6.37 ACI 18.7 0 0 inf OK 226 0 0 0 Int OK 227 7.84 ACI 18.7 0 0 Inf OK 228 0 0 0 Int OK 229 5.89 ACI 18.7 0 0 inf OK 230 0 4.5 ACI 18.7 0 Inf OK 231 0 0 0 Int OK 232 0 0 0 Inf OK 233 0 0 0 int OK 234 0 0 0 Int OK 235 0 0 0 int OK 236 0.68 ACI 18.7 0 0 inf OK 237 3.77 ACI 18.7 0 0.615 9 ACI 11.4 OK 238 1.44 ACI 18.7 0 0 Int OK 239 6.19 ACI 18.7 0 0 int OK 240 6.63 ACI 18.7 0 0 Inf OK 241 8.01 ACI 18.7 0 0 Int OK 242 0 1.86 ACI 18.7 0 Int OK 243 1.21 ACI 18.7 0 0.52 9 ACI 11.4 OK 244 0.861 ACI 18.7 0 0 Int OK 245 0.981 ACI 18.7 0 0 Inf OK 246 0 7.14 ACI 18.7 0 inf OK 247 0 0 0 int OK 248 0 0 0 inf OK 249 0 0 0 int OK 250 0 1.06 ACI 18.7 0 Inf OK 251 0 0 0 int OK 252 0 0 0 Int OK 253 0 0.101 ACI 18.7 0 Int OK 254 0 0 0 inf OK 255 0 0 0 Int OK 256 0 0 0 int OK 257 0 0 0 inf OK 258 0 0 0 Int OK 259 0 0 0 Int OK 260 0 0 0 Int OK 261 0 0 0 inf OK 262 0 0 0 Int OK 263 0 0 0 Int OK 264 0 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. arl Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 36 Engineers Northwest - 4th.floor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (5) Ft -2 Zzv # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. in.) (inches) 265 0 0 0 Int OK 266 0 0 0 int OK 267 0.46 ACI 18.7 0 0 • Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 37 Factored LC: Design Section Stresses Engineers Northwest - 4th.floor - Monday April 28, 2003 Fes( # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Umits Rebar Top Rebar Bot. Rebar Umits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) ( ) (tel) 1 (1.21,-128.8,-0.3542) 236 -126 55.1 (-,-) Gross 2 (1.203,-80,-0.3542) 164 -132 16 (-,-) Gross 3 (1.214,-27.47,-0.3542) 147 -22.9 61.9 (-,-) Gross 4 (1.311,-108.8,-0.3542) 134 -96.1 18.9 (-,-) Gross 5 (1.277,-50,-0.3542) 200 -170 15 (-,-) Gross 6 (5.539,-65.12,-0.3542) -1090 1160 35 (-,-) Gross 7 (5.626,-51.26,-0.3542) 1420 -1380 20.5 (-,-) Gross 8 (5.626,-48.67,-0.3542) 1560 -1550 5.34 (-,-) Gross 9 (5.744,-122.6,-0.3542) -985 968 -8.53 (-,-) Gross 10 (5.744,-111.2,-0.3542) 1140 -1120 11.5 (-,) Gross 11 (5.703,-35.01,-0.3542) -1620 1570 -21.9 (-,-) Gross 12 (5.744,-108.8,-0.3542) 1220 -1180 23.4 (-,-) Gross 13 (5.744,-95.05,-0.3542) -1080 1130 26.2 (-,-) Gross 14 (5.744,-81.17,-0.3542) 1300 -1210 45.7 (-,-) Gross 15 (5.744,-78.72,-0.3542) 1210 -1120 45.8 (-,-) Gross 16 (7.47,-21.24,-0.3542) 138 -142 -2.31 (-,) Gross 17 (7.737,-133.8,-0.3542) 1.28 8.77 5.02 (-,-) Gross 18 (11.21,-108.8,-0.3542) -901 939 19.1 '" , (-,-) Gross 19 (11.41,-80,-0.3542) -919 943 11.8 (-,) Gross 20 (11.41,-50,-0.3542) -1060 1090 12.5 (-,-) Gross 21 (14.81,-27.47,-0.3542) -1250 1390 73.4 (-,-) Gross 22 (15.78,-128.6,-0.3542) -892 1020 61.8 (-,-) Gross 23 (22.08,-108.8,-0.394) 1080 -1600 23 (-,) Gross 24 (22.2,-80,-0.3542) 952 -953 -0.441 (-;) Gross 25 (22.2,-50,-0.3542) 1000 -973 13.5 (-,-) Gross 26 (24.89,-80,-0.3542) 1000 -995 3.28 (-,) - - Gross 27 (24.89,-50,-0.3542) 1090 -1050 21.2 (-,) - - - Gross 28 (25.01,-108.8,-0.394) 1550 -2290 36 (-,-) Gross 29 (27.45,-111.3,-0.4632) 857 -982 4.77 (-,-) Gross 30 (27.45,-108.8,-0.4632) 951 -1080 8.52 (-,-) Gross ...„-\ 31 (26.38,-95.04,-0.3542) -1090 1130 22.1 (-,-) - - Gross 32 (28.18,-35.01,-0.3542) -1580 1630 21.3 (-,) Gross 33 (28.48,-122.5,-0.3542) -958 979 10.4 (-,) Gross 34 (28.78,-128.8,-0.3542) 1290 -1170 61.2 (-4 Gross 35 (28.72,-27.47,-0.3542) 1380 -1210 86.8 (-,) Gross 36 (29.67,-81.19,-0.3542) 1620 -1450 37.6 (-,-) Gross 37 (29.67,-78.74,-0.3542) 1450 -1370 40 (-,-) Gross 38 (29.67,-65.04,-0.3542) -1040 1120 38.6 (-,-) - Gross 39 (29.67,-51.29,-0.3542) 1570 -1490 42.7 (-,) - Gross 40 (29.67,-48.7,-0.3542) 1760 -1690 34.8 (-,) Gross 41 (29.66,-21.24,-0.3542) 241 -224 8.6 (-,-) - Gross 42 (30.63,-133.8,-0.3542) 130 -116 7.32 (-,-) Gross 43 (31.32,-128.8,-0.3542) 1120 -952 81.6 (-,) - • Gross 44 (31.33,-27.47,-0.3542) 1190 -983 103 (-,) Gross 45 (36.76,-80,-0.3542) -969 936 -16.8 (-,-) Gross 46 (36.76,-50,-0.3542) -872 908 17.9 (-,) Gross 47 (41.55,-108.8,-0.394) -1210 2010 59.1 (-,) Gross 48 (44.93,-27.47,-0.3542) -804 1050 125 (-,) - Gross 49 (45.76,-128.8,-0.3542) -1090 1240 75.3 (-,) Gross 50 (47.78,-80,-0.3542) 726 -786 -29.9 (-,) Gross 51 (47.78,50,-0.3542) 729 -707 11.2 (-,-) Gross 52 (53.71;78.74,-0.3542) 704 -626 39.3 (-,) Gross 53 (54.02,-73.96,-0.3542) 73.5 -37.2 18.2 (-,) Gross 54 (54.48,-81.27,-0,3542) 1780 -1760 7.46 (-,-) Gross 55 (57.16;111.2,-0.4578) 763 -891 5.59 (-,-) Gross 56 (58.57,-95.04,-0.3542) -1110 1150 17.6 (-,-) Gross 57 (55.37,-108.8,-0.4716) 885 -969 10.7 (-,-) Gross 58 (58.63,-128.8,-0.3542) 1440 -1260 89.6 (-,) Gross 59 (58.68,-108.8,-0.394) 1660 -2370 68 (-,) Gross 60 (58.68,-27.47,-0.3542) 1330 -1020 158 (-,-) Gross 61 (59.63,-21.16,-0.3542) 194 -180 6.96 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Umits" indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 38 »izS; ti A3 r W.i ¢ 5r`v w'Y?/,tvo:Altrikto.D RsViTA Engineers Northwest - 4th.floor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (2) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 82 (59.71,-48.78,-0.3542) 2240 -2250 -3.59 (-,-) Gross 63 (59.82,34.99,-0.3542) -1630 1640 6.3 (-,-) Gross 64 (60.63,-133.7,-0.3542) 107 -91.2 7.65 (-,-) - Gross 65 (60.67,-122.5,-0.3542) -1040 1060 10.6 (-,-) - Gross 66 (61.31,-128.3,-0.3542) 1500 -1280 109 (-,-) Gross 67 (61.34,-110.3,-0.3911) 1840 -2580 108 (-,-) Gross 68 (61.34,-27.47,-0.3542) 1360 -1020 172 (-,-) Gross 69 (66.25,-68.88,-0.3542) -253 325 35.8 (-,-) Gross 70 (66.25,-60.85,-0.3542) -188 306 58.9 (-,-) Gross 71 (70.53,50,-0.3542) 1790 -1350 223 (-,) Gross 72 (70.61;80,-0.3542) 1670 -1270 203 (-,-) Gross 73 (74.79,-27.47,-0.3542) -807 1190 191 (-,-) Gross 74 (75.58,-128.6,-0.3542) -873 1110 118 (-,-) Gross 75 (75.59,-108.8,-0.3542) -890 1100 107 (-,-) Gross 76 (80.12,-81.23,-0.3542) 1320 -1270 21.4 (-,-) Gross 77 (82.7,-78.84,-0.3542) 1200 -1140 26.7 (-;) - - Gross 78 (85,25,-80,-0.3542) -1090 1440 178 (-,-) Gross 79 (85.25,-50,-0.3542) -1160 1570 209 (-,) Gross 80 (85.4,-65.04,-0.3542) -814 908 46.7 (-,-) Gross 81 (85.4,-51.17,-0.3542) 1220 -1210 4.8 (-,-) - Gross 82 (85.4,-48.64,-0.3542) 1220 -1220 -0.977 (-,-) Gross 83 (88.55,-108.8,-0.3542) 1450 -1210 125 (-,-) Gross 84 (88.61,-131,-0.3542) 797 -608 94.1 (-,-) Gross 85 (88.67,-27.47,-0.3542) 1060 -619 221 (-,-) - Gross 86 (89.87,-34.99,-0.3542) -1530 1560 14.7 (-,-) Gross 87 (89.86,-21.16,-0.3542) 333 -306 13.2 (-,-) Gross 88 (90.58,-133.7,-0.3542) -712 743 15.5 (-,-) Gross 89 (90.64,-111.2,-0.3542) 1710 -1660 22.8 (-,-) Gross 90 (90.64,-108.7,-0.3542) 1530 -1480 28.2 (-,-) Gross 91 (90.68,-125,-0.3542) -1350 1390 17.2 (-,-) Gross 92 (90.68,-95.04,-0.3542) -1090 1120 18.6 (-,-) Gross 93 (91.37,-131,-0.3542) 998 -801 98.8 (-,-) Gross 94 (91.37,-108.8,-0.3542) 1600 -1330 132 (-,-) Gross 95 (91.42,-27.47,-0.3542) 1170 -715 230 (-,-) Gross 96 (97.3,-138.8,-0.3542) 749 -704 22.6 (-,-) Gross 97 (100.6,50,-0.3542) 1800 -1400 201 (-,-) Gross 98 (100.6,-80,-0.3542) 1620 -1320 149 (-,-) Gross 99 (105,-25.27,-0.3542) -599 988 195 (-,-) Gross 100 (105.8,-133.5,-0.3542) -911 1080 82.9 (-,-) Gross 101 (105.8,-108.8,-0.3542) -848 1150 151 (-,-) Gross 102 (109,-78.8,-0.3542) 1160 -1130 13.1 (-,-) Gross 103 (109.1,-65.04,-0.3542) -544 610 33.2 (-,-) Gross 104 (117,-81.19,-0.3542) 1670 -1710 -21.6 (-,-) Gross 105 (117.2,-51.25,-0.3542) 1150 -1140 6.95 (-,-) Gross 106 (117.2,-48.64,-0.3542) 1920 -1940 -8.52 (-,-) Gross 107 (118.6,-133.5,-0.3542) 1400 -1220 87.9 (-,-) Gross 108 (118.6,-10B.8,-0.3542) 1690 -1370 159 (-,-) Gross 109 (11B.7,-25.27,-0.3542) 1340 -948 198 (-,-) Gross 110 (120,-18.95,-0.3542) 166 -172 -2.95 (-,-) Gross 111 (120.2,-141.1,-0.3542) 180 -182 -0.785 (-,-) Gross 112 (120.1,34.99,-0.3542) -1420 1410 -5.07 (-,-) Gross 113 (120.2,-125,-0.3542) -1430 1440 4.21 (-,-) Gross 114 (120.2,-21.22,-0.3542) 559 -560 -0.151 (-,-) Gross 115 (120.3,-138.8,-0.3542) 788 -770 9.2 (-,-) Gross 116 (120.3,-111.2,-0.3542) 1620 -1620 -0.957 (-,-) Gross 117 (120.3,-108.7,-0.3542) 1450 -1440 3.62 (-,-) Gross 118 (120.3,-94.96,-0.3542) -1110 1090 -9.73 (-,-) Gross 119 (121.4,-108.8,-0.3542) 1780 -1450 163 (-,-) Gross 120 (121.4,-133.4,-0.3542) 1320 -1150 89.3 (-,-) Gross 121 (121.4,-25.21,-0.3542) 1370 -965 202 (-.-) Gross 122 (124.4,57.81,-0.3542) 96.3 -62.1 17.1 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 39 r;��r.:xercartaa Engineers Northwest - 4th.tioor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (3) # Centroid Com Top Conc. Bot Conc. Cent. Conc Limits Reber Top Rebar Bot. Rebar Umits Calc. (feet) (psi) (Psi) (Psi) (Psi) (ksi) (isi) (kei) 123 (130,-50,-0.3542) 351 169 260 (-,-) - Gross 124 (130.1,-80,-0.3542) 324 47.2 186 (-,-) Gross 125 (134.6,-133.5,-0.3542) -912 1090 89.7 (-,-) Gross 126 (134.7,-108.8,-0.3542) -790 1120 164 (-,-) Gross 127 (134.8,-80,-0.3542) -23.4 393 185 (-,-) Gross 128 (135,-78.86,-0.3542) 1230 -1310 -42.1 (-,-) Gross 129 (135,-65.04,-0.3542) -796 750 -22.9 (-,-) Gross 130 (134.9,-25.5,-0.3542) -693 1110 206 (-,-) Gross 131 (135,-60,-0.3542) -44.4 563 259 (-,-) Gross 132 (139.9,-80,-0.3542) 381 -10.3 185 (-,-) Gross 133 (139.9,-50,-0.3542) 361 154 258 (-,-) Gross 134 (148.4,-81.19,-0.3542) 1360 -1410 -26.5 (-,-) Gross 135 (148.5,-125,-0.3542) -1430 1440 4.21 (-,-) Gross 136 (148.4,-25.21,-0.3542) 1460 -1050 208 (-,-) Gross 137 (148.6,-138.8,-0.3542) 831 -813 9.06 (-,-) Gross 138 (148.6,-133.5,-0.3542) 1380 -1200 90 (-,-) Gross 139 (148.6,-94.96,-0.3542) -1190 1180 -5.18 (-,-) Gross 140 (148.6,-111.3,-0.3542) 1750 -1750 0.389 (-,-) Gross 141 (148.6,-108.7,-0.3542) 1630 -1620 5.48 (-,-) Gross 142 (148.6,-108.8,-0.3542) 1820 -1490 166 (-,-) Gnus 143 (148.7,-141.2,-0.3542) 176 -178 -0.96 (-,-) Gross 144 (148.7,-51.32,-0.3542) 1090 -1100 -5.22 (-,-) Gross 145 (148.7,-48.71,-0.3542) 1730 -1750 -13.6 (-,-) Gross 146 (148.7,-35.04,-0.3542) -1510 1490 -6.45 (-,-) Gross 147 (150.7,-21.31,-0.3542) 609 -607 1.19 (-,-) Gross 148 (150.7,-18.86,-0.3542) 182 -182 -0.378 (-,-) Gross 149 (151.2,-25.29,-0.3542) 1740 -1330 205 (-,-) - Gross 150 (151.3,-56.42,-0.3542) 52.5 -85.9 -16.7 (-,-) Gross 151 (151.4,-108.8,-0.3542) 1950 -1630 164 (-,-) Gross 152 (151.4,-133.5,-0.3542) 1560 -1380 86.2 (-,-) - Gross 153 (151.5,-80,-0.3542) 1640 -1360 140 (-,-) Gross 154 (151.5,-50,-0.3542) 1840 -1420 208 (-,-) - Gross 155 (156.6,-65.19,-0.3542) 52.6 0.79 26.7 (-,-) Gross 156 (157.1,-25.29,-0.3542) 83.6 326 205 (-,-) Gross 157 (157.2,-80,-0.3542) 36.2 257 146 (-,-) Gross 158 (157.2,-108.8,-0.3542) 6.43 318 162 (-,-) Gross 159 (157.2,-50,-0.3542) 117 293 205 (-,-) Gross 160 (157.3,-133.5,-0.3542) 9.98 160 85 (-,-) Grose 161 (172.7,-108.8,-0.3542) -49.6 349 150 (-,-) - Gross 162 (172.8,-131.2,-0.3542) -255 458 102 (-,-) Gross 163 (172.9,-80,-0.3542) -1.97 339 168 (-,-) - Gross 164 (173.1,50,-0.3542) 68.5 334 201 (-,-) Gross 165 (173.1,-27.88,-0.3542) 72.8 440 257 (-,-) Gross 166 (174.2,-138.8,-0.3542) 817 -770 23.6 (-,-) Gross 167 (178.6,-131.1,-0.3542) 1110 -909 101 (-,-) - Gross 168 (178.6,-108.8,-0.3542) 1870 -1580 144 (-,-) Gross 169 (178.7,-80,-0.3542) 1640 -1290 175 (-,-) Gross 170 (178.7,-50,-0.3542) 1810 -1400 204 (-,-) Gross 171 (178.8,-27.88,-0.3542) 1600 -1100 250 (-,-) Gross 172 (180.9,-65.19,-0.3542) -782 854 36.3 (-,) Gross 173 (181,-133.8,-0.3542) -717 749 15.7 (-,) Gross 174 (181,-111.2,-0.3542) 1850 -1800 20.7 (-,-) Gross •175 (181,-108.7,-0.3542) 1630 -1580 26.6 (-,-) Gross 176 (181.1,-125,-0.3542) -1360 1400 16.8 (-,-) Gross 177 (181,-81.25,-0.3542) 1440 -1420 11.3 (-,-) Gross 178 (181,-78.84,-0.3542) 1450 -1420 17.2 (-,-) Gross 179 (181.1,-94.89,-0.3542) -1210 1240 11.4 (-,-) Gross 180 (181,-51.24,-0.3542) 1650 -1620 12.9 (-,-) Gross 181 (181,-48.75,-0.3542) 1800 -1790 5.47 (-,-) Gross 182 (181,-21.16,-0.3542) 380 -361 9.77 (-,-) Gross 183 (181.1,-35.03,-0.3542) -1640 1660 7.53 (-,-) Gross "Centrokr" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-' Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 40 Factored LC Engineers Northwest - 4th.floor - Monday April 28, 2003 Design Section Stresses - Continued (4) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksI) (ksi) (ksl) 184 (181.3,-80,-0.3542) 1670 -1220 175 (-,-) Gross 185 (181.3,-108.8,-0.3542) 1720 -1440 137 (-,-) Gross 186 (181.4,-131,-0.3542) 813 -617 97.6 (-,-) Gross 187 (181.4,-50,-0.3542) 1700 -1290 204 (-,-) Gross 188 (181.4,-27.88,-0.3542) 1430 -948 242 (-,-) Gross 189 (194.8,-108.8,-0.3542) -993 1240 122 (-,-) Gross 190 (194.8,-128.8,-0.3542) -923 1170 125 (-,-) Gross 191 (194.8,-80,-0.3542) -960 1350 193 (-,-) Gross 192 (194.8,-50,-0.3542) -1020 1450 213 (•,-) - Gross 193 (194.9,-27.88,-0.3542) -1010 1450 221 (-,-) Gross 194 (201.6,-65.04,-0.3542) -29 146 58.5 (-,-) Gross 195 (201.7,-78.91,-0.3542) 472 -469 1.4 (-,-) Gross 196 (208.5,-80,-0.3542) 1410 -963 224 (-,-) Gross 197 (208.5,50,-0.3542) 1500 -1050 223 (-,-) Gross 198 (208.5,-27.88,-0.3542) 1120 -739 192 (-,) Gross 199 (208.7,-110.3,-0.3911) 1800 -2480 126 (-,) Gross 200 (208.7,-128.6,-0.3542) 1400 -1170 116 (-,-) Gross 201 (208.6,-27.88,-0.3542) 1150 -761 192 (-,) Gross 202 (209.5,-21.17,-0.3542) 222 -211 5.58 (-,-) Gross 203 (209.8,-48.65,-0.3542) 1750 -1790 -18.9 (-,-) Gross 204 (209.8,-34.99,-0.3542) -1630 1650 8.45 (-,-) Gross 205 (211.1,-27.47,-0.3542) 1350 -993 179 (-,-) - Gross 206 (211.2,-128.8,-0.3542) 1400 -1220 93.3 (-,-) Gross 207 (211.3,-108.8,-0.394) 1600 -2260 76.7 (-,-) Gross 208 (211.9,-133.8,-0.3542) 101 -87 6.86 (-,-) Gross 209 (211.9,-122.5,-0.3542) -983 1000 11.2 (-,-) Gross 210 (213.1,-111.3,-0.4588) 759 -878 8.34 (-,-) Gross 211 (215.2,-108.7,-0.4737) 908 -977 14.8 (-,-) - Gross 212 (211.9,-95.04,-0.3542) -1130 1170 20.6 (-,-) Gross 213 (214.3,-81.32,-0.3542) 1380 -1330 21 (-,-) Gross 214 (222,-80,-0.3542) 806 -850 -22 (-,) Gross 215 (222.1,-50,-0.3542) 760 -764 -1.78 (-,) Gross 216 (224.8,-27.47,-0.3542) -730 1050 162 (-,-) Gross 217 (227.6,-78.88,-0.3542) 1380 -1270 53 (-,-) Gross 218 (227.6,-51.31,-0.3542) 1400 -1300 53.5 (-,-) Gross 219 (227.9,-64.58,-0.3542) -918 1010 43.7 (-,-) Gross 220 (228.9,-128.8,-0.3542) -1060 1220 80.1 (-,-) Gross 221 (228.9,-108.8,-0.394) -1210 2030 68 (-,-) Gross 222 (233.8,-80,-0.3542) -973 953 -10.2 (-,-) Gross 223 (233.8,-50,-0.3542) -893 909 7.76 (-,-) Gross 224 (238.6,-128.8,-0.3542) 1090 -908 90 (-,-) Gross 225 (238.8,-27.47,-0.3542) 1230 -973 126 (-,) Gross 226 (239.5,-21.23,-0.3542) 263 247 8.15 (-,-) - Gross 227 (241.2,-27.47,-0.3542) 1440 -1240 105 (-,-) - Gross 228 (241.4,-128.8,-0.3542) 1240 -1110 64.3 (-,-) - Gross 229 (241.4,-48.56,-0.3542) 1670 -1590 38.6 (-,-) Gross 230 (241.4,-34.99,-0.3542) -1570 1600 17.3 (-,-) Gross 231 (243.4,-122.5,-0.3542) -965 987 11.3 (-,-) Gross 232 (243.4,-133.8,-0.3542) 175 -159 8 (-,-) Gross 233 (242.5,-111.2,-0.4649) 895 -1030 2.46 (-,-) Gross 234 (242.5,-108.7,-0.4649) 958 -1090 6.21 (-,-) - Gross 235 (243.4,-95.04,-0.3542) -1090 1130 20.5 (-,-) Gross 236 (245.1,-80,-0.3542) 984 -969 7.76 (-,-) Gross 237 (245.2,-108.8,-0.394) 1600 -2360 42.5 (-,-) Gross 238 (245.1,50,-0.3542) 1060 -1020 17.2 (-,-) - Gross 239 (245.6,-81.3,-0.3542) 1520 -1450 33.8 (-,-) - Gross 240 (245.6,-78.81,-0.3542) 1550 -1480 36 (-,-) Gross 241 (245.6,-51.31,-0.3542) 1690 -1610 39.6 (-,-) Gross 242 (245.9,-65.04,-0.3542) -1080 1150 37.3 (-,-) Gross 243 (247.8,-108.8,-0.394) 1150 -1690 26.7 (-,-) Gross 244 (247.8,-80,-0.3542) 986 -982 1.89 (-,-) Gross "Centroid" Indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar limits" indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 41 Engineers Northwest - 4th.floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (5) FLS # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksl) (ksi) (ksl) 245 (247.9,-50,-0.3542) 995 -977 9.12 (-,-) Gross 246 (254.1,-27.47,-0.3542) -1150 1330 88 (-,-) Gross 247 (257.6,-128.8,-0.3542) -1050 1180 68,5 (-,-) Gross 248 (257.8,-108.8,-0.3542) -842 887 22.3 (-,-) Gross 249 (258,-80,-0.3542) -892 914 11.2 (-,-) Gross 250 (258,-50,-0.3542) -1040 1070 11 (-,-) - Gross 251 (261.9,-21.15,-0.3542) 163 -176 -6.7 (-,-) Gross 252 (263.7,-133.7,-0.3542) 52.6 -49.1 1.78 (-,-) Gross 253 (263.6,-34.99,-0.3542) -1580 1520 -26 (-,-) Gross 254 (263.7,-51.41,-0.3542) 1300 -1270 17.4 (-,) Gross 255 (263.7,-48.49,-0.3542) 1400 -1390 5.75 (-,-) Gross 256 (264,-122.6,-0.3542) -959 926 -16.3 (-,-) Gross 257 (264,-111.2,-0.3542) 1080 -1070 3.1 (-,-) Gross 258 (264,-108.7,-0.3542) 1170 -1140 12.9 (-,-) Gross 259 (264,-95.05,-0.3542) -1070 1110 15.8 (-,-) - Gross 260 (264,-64.97,-0.3542) -1070 1130 30 (-,-) Gross 261 (264,-81.31,-0.3542) 1220 -1150 38.4 (-,-) Gross 262 (264,-78.79,-0.3542) 1210 -1130 39.7 (-,-) Gross 263 (268.6,-50,-0.3542) 169 -136 16.5 (-,-) Gross 264 (268.7,-128.8,-0.3542) 215 -91.7 61.6 (-,-) Gross 265 (268.6,-80,-0.3542) 138 -103 17.6 (-,) Gross 266 (268.7,-108.8,-0.3542) 152 -110 21 (-,-) Gross 267 (268.8,-27.47,-0.3542) 151 -14.3 .68.5 (-,-) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; ' -" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 42 Afi:iizA: Engineers Northwest Floor Analysis and Design of Concrete Slabs Dept. of Homeland Security Roof Level Engineers Northwest, Inc. P.S. 6869 Woodlawn Ave. N.E. Seattle, WA 98115 206-525-7560 Fax 206-522-6698 Roof.Iloor Project Number Monday April 28, 2003 Floor m 1993-2001 Bommer Coleman, Inc. v1.04C Report Contents Report Caner Report Contents Loadings and Load Cases Element Mesh Plan Banded Tendon Plan Distributed Tendon Plan Other Dead Ldg Plan Live Ldg Plan Transfer Max Top Stress Plan Transfer LC: Design Section Summary Transfer LC: Design Section Stresses Service LC: Design Section Summary Service LC: Design Section Stresses Factored LC: Design Section Summary Factored LC: Design Section Stresses Engineers Northwest - Rooffloor- Monday April 28, 2003 Engineers Northwest, Inc. P.S. Report Contents 2 Engineers Northwest - Rooftloor- Monday April 28, 2003 Loadings and Load Cases - Transfer LC 1.08 x Balance Loading 1 x Self -Dead Loading 0 x Live Ldg O x Secondary Loading 0 x Other Dead Ldg — Servke LC 1 x Balance Loading 1 x Self -Dead Loading 1 x Live Ldg O x Secondary Loading 1 x Other Dead Ldg — Factored LC 0 x Balance Loading 1.4 x Self -Dead Loading 1.7 x Live Ldg 1 x Secondary Loading 1.4 x Other Dead Ldg Engineers Northwest, Inc. P.S. Loadings and Load Cases 3 ii.:fz;i.t;u,.:i.:>.;iq:A.�� ':�,r2+��k.i.'i::a m:C�:�:s4'S:J%:iYe::k4i�,• Z • 1— I=— Z W QQ 2 J U. O 0 07• w0 J= H cn W. W 0 LL Q c _ d W Z= I— 0 Z I— O — O F -- W UJ H H .• Z IL W • 2 O H Z l 1 Engineers Northwest - Roof. Boor - Monday April 28, 2003 Element Mesh Plan Sole •�e6aol Rrawine s t M ea SprinmWells Below StekColuinns Below Slab:W W Above Slab Cohens Above Slab,Slob Stab 8 .1 „ I 1 I �. 0 1 ......... I��y��l�IIIIIIUIIII �� „ .•raiiiiii triaill.„.......0... IMMO higarini ilitraMilin Ulan 1 11111111111111111 IN a II Fp 4031116.1,411.1 ill��� � ioiieiiiiaeieiidsoe�i ii r i . i IIIIIIHHHIII��M,ng11111 a ��11 11 rIIII II 1 1111 11 - " r 11111 11 111 Engineers Northwest, Inc. P.S. Element Mesh Plan 4 • Banded Tendon Plan Engineers Northwest - Roottloor- Monday April 28, 2003 Ps Beaded TeodooLleadow • 9tindomPoirl Serlrepaipporbaloe Springe./Supportr„Ares SpinecWalls Below Sleb;Colunine Below SlgeWalls Above SW -Columns Above Shly,Sleb Edge; Sok 1309 1+1, ; 4.25 1 73 1 7.5 1 7.5 7.3 1 7.5 4.25 4.24.25 4.25 7.5 IT - ..... 7.5. 1 7.5 1 4.25 Ih-0-15T--.--15T-l-J1-0-15T------15T-t-tirl-15T--`•--15T-1-Ot-0-15T 15T..-yr..-.157.--..--15T-oy L5'14.1511 - 151,151'11,-i ; 4,25 1 7.5 2 *.t+251. --.-25T S:02.5T-..--25 7.3 A 73 1 7.5 2 7 tm+25T--2.5T+12+25T---257.4-t-t7.5 4.25 1 ,025T-..-25'11:,1 I 45T-•--7.5 7.5 1 7.5 6 73 4.5 73 4.15 4.14.23 4.25 73 1 75 6 73 2 7.5 1 4.23 1.1252" 511-1:SF2.5T-*-257`.-371. 25T -25T' -425T.25V,r+-2.5T 25T-,0251•13T•-+'231.--.-25123T-25T+: ; 6 7.5) 1 73 6 75.. 4.5 _7.5 4.25 4.24.23 4.23 7.5 1 7.5 6 75 2 73 1 4.21. Teo".-2.5T*15T-o-tl2.5Tie-:25T'r--•-•-2.5TivT/25T-15T• 25T 25Th-4-2.5T----25T-i-125T.25Tt-§-25T--1.5T-4-'41+25T*25T+t 1 7.5 1 7 1 7.5 4.25 4.24.25 4.25 7.5 1 1----------1.25---------11' 1 4.25 2.5T-•--251'-•-'325T•25Tv -v25T-25Th-4-25T--2579-*+-25T---2511 1 LA: ; I I 4.25 4.23 7.5 1 7.5 1 7.5 4.25 4.25 73 1 73 1 73 4.25 4.25 V15T-151 5T--..7157 ..-..15.D 5T.teil15T-1511.* ' 1.57"---........ 7.5 1 73 425 4.25 L :- . -15psn,r+-15T-.-151‘.-l'.151'15T1- r - 1.1- t. . Engineers Northwest, Inc. P.S. Banded Tendon Plan 5 < . • z • 61-1 6 10 ci 0 coo • w w uj 0 g 7.1 u. cn w z 0 uj 0 co 00 -- 0 F.- uu uu 0 r - UL 6 Lid -I 0 0 I- Banded Tendon Plan - Continued (2) • Engineers Northwest - Rooftioor - Monday April 28, 2003 eFc.. Engineers Northwest, Inc. P.S. Banded Tendon Plan 6 z _1, ,1— Z QQ 2 JU 00 co u) w W 0�... C! �W I— O Z w U0 O- 0 1- ul u� H- O WZ 0— H1-- O Z Distributed Tendon Plan Distributed Tedmandoese SbucbmWells Below SiskCoAm.. eels.9S.b;Wdl. Above MakColon Above Slab43Mb atm Bolded Tmdar.Tmdaa Salle l:sa n s e t j 1 - -1;2 r:T ,Nr _1 _1 ..1 ti M .4.----...21-.....it; J M I w-14 Engineers Northwest - Roof tloor- Monday April 28, 2003 7 .j� } M M 11I --i 21&...-1-•'" �I h�. —F r t (t1rr M M M •� ._. .r M M r. '. M n nl v•-• ri , v .e�v a{• 4„� v v}F „� M o .M.. M -t —4L -E -1..1 -L i:-.1i,,,,,[...21.. a`'' t -,Lt -N __ ,,,i-,, M i MHH M I hH—M M M 7I C« _ Pi -'• fffFFF jH f71� O MIF fel ti O Mi Engineers Northwest, Inc. P.S. Distributed Tendon Plan 7 Z ~W re C 00 c0 0 J� LL WO. cn S` c% W Z r ZOI. W W U0 wW .. Z W P o z Engineers Northwest - Roof.floor - Monday April 28, 2003 Distributed Tendon Plan - Continued (2) Engineers Northwest, Inc. P.S. Distributed Tendon Plan 8 z Z. Jo UO U)o' W I J , N Li.. WO 2 g u_ co IW F -I Z1.. H O Z 1— W is s O • N o W ui I 1— IL. 0 —u"O Z O g3F- I: O~ Z Engineers Northwest - Rooffloor- Monday April 28, 2003 Other Dead Ldg Plan Other Dad 1. Poli Losd;liss Le.dr,Ara Lo.dS Sludeer-PoSe 9priees/9,ppa«Li a SprigsfSuppods,Ares Springxw.tls ado. Sbaygoltewo Below SI Wills Above Slab;Colwenv Above BlskSIsb Edges Bak 1:342 Engineers Northwest, Inc. P.S. Other Dead Ldg Plan 9 Other Dead Ldg Plan - Continued (2) r") Engineers Northwest - Rooffloor - Monday April 28, 2003 12,1=-1C) Engineers Northwest, Inc. P.S. Other Dead Ldg Plan 10 j- a- re 2u, O 0 co P COW: WI -J • u_ w 0 g u. CO ° I- III Z 1.- 1- 0 Z I- LL! uj 0 0 :0 S2 C) UJ uu -- c) cf) 0 1— z Engineers Northwest - Rooffloor- Monday April 28, 2003 Live Ldg Plan loodrAres Loaf* stromre Pu l springftippritts.line PP Sprimwdb Below S itSCobmro Below SIsb,Wdls Above SIsbSCohmsn Above Slsb•Sleb E4ges, Sok 1$31 • Fz 0.025 Ez 0.025 S -r .,._.fir v Fz - 0.025 Engineers Northwest, Inc. P.S. Live Ldg Plan 11 .ii:.,iva:1.ir...,h,%..'u',•.i1:,::.S.,3.tc=,iv:_«.i::v:+L,'limos'.,1,i:'a.i.Ct'.+L'�:i,4cir,�i1L'dtir:.;r',;; .y ,.a,,.,� Live Ldg Plan - Continued (2) ) Engineers Northwest - Roottloor - Monday April 28,2003 Engineers Northwest, Inc. P.S. Live Ldg Plan 12 z 4:c • Z re W2.. 0 co C3, W -J COLJ w 0 ‹. cn - a w z I-0 ZI— uj, 2 :D. :3 cy (J). .0 -- wco C3 I-- 0, F-' -- 0 Z. .c) Z • Engineers Northwest - Rooffloor- Monday April 28, 2003 Transfer Max Top Stress Plan 13 7»14. Sale 1:514 Sprb*SuppoWs2JoeArca SQrimgWalls Below S1ab;Cohmn Belay Slaly,Walls Above Slab:Cohmae Above Slab•Slab Edge; :Ifl3 021 031;44 048 0468 N73J N x121—xi = A` 1 I. I. #165/11/188 0193 mo —may 01 01490156 I I N2O5 x216 x:0227 x246 x267 ra 4 L21__ _ 1,1_g w 1 a i 05 N2O 022 0/46 051 071 097 .RJ1121!13 N 1 01540159,,,) a � a 045 050 at 072 078 " #12012'x132 01531157 = � N 114iO 018 04T• - 09167` 075 fraaon N 1 rr= /0/43 1 N49 00666 074 0 I= 00 0101 #10119w 0126 1.1 z 00 0164110 co 87 x #163/110184 a-- 016101 — 0191 �0196 0214 0222 0215 #223 a 020245 0250 i263 N i 1130244 N249 '8265 It IW2O7• .•"'#221"' v ee 1170243 0240 40266 J 11190 0•/1206 �0220 #2/228 N 0247 .0264 'r LI111204_01 #101520160. ll EN �� • Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 13 1:7; 1.4£�J:.}:t s .yi.Sa'�i.-' r'» +:`r !1 v tri :x } ra ° 'i t r. {yWR ti x ?i^F?F �k i 4'+.5' 't ''.> .+t44,>� Engineers Northwest - Roorfloor- Monday April 28,2003 Transfer Max Max Top Stress Plan - Continued (2) Engineers Northwest, Inc. P.S. Transfer Max Top Stress Plan 14 z Z IX LL/2 -I C.) 00 U) al WI --I 1- W uj 0 LL. < I '3 I- III z 0 z i- LIJ uj C.) 0 — 0 a z 0 0 1- z Engineers Northwest - Roof.tloor -Monday April 28, 2003 Transfer LC: Design Section Summary # As Top Controlling As Bot Controlling As Shr Stip Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (inches) 1 0 0 0 int OK 2 0 0 0 Int OK 3 0 0 0 int OK 4 0 0 0 int OK 5 0 0 0 inf OK 6 0 0 0 int OK 7 0 0 0 inf OK 8 0 0 0 inf OK 9 0 0 0 inf OK 10 0 0 0 inf OK 11 0 0 0 inf OK 12 0 0 0 int OK 13 0 0 0 inf OK 14 0 0 0 int OK 15 0 0 0 int OK 18 0 0 0 Int OK 17 0 0 0 inf OK 18 0 0 0 Int OK 19 0 0 0 inf OK 20 0 0 0 int OK 21 0 0 0 int OK 22 0 0 0 int OK 23 0 0 0 inf OK 24 0 0 0 Int OK 25 0 0 0 inf OK 26 0 0 0 Int OK 27 0 0 0 int OK 28 0 0 0 inf OK 29 0 0 0 int OK 30 0 0 0 int OK 31 0 0 0 int OK 32 0 0 0 Inf OK 33 0 0 0 int OK 34 0 0 0 Int OK 35 0 0 0 inf OK 36 0 0 0 Int OK 37 0 0 0 Int OK 38 0 0 0 int OK 39 0 0 0 int OK 40 0 0 0 Inf OK 41 0 0 0 inf OK 42 0 0 0 inf OK 43 0 0 0 Int OK 44 0 0 0 int OK 45 0 0 0 inf OK 46 0 0 0 int OK 47 0 0 0 inf OK 48 0 0 0 Int OK 49 0 0 0 int OK 50 0 0 0 inf OK 51 0 0 0 int OK 52 0 0 0 int OK 53 0 0 0 Int OK 54 0 0 o inf OK 55 0 0 0 inf OK 56 0 0 0 int OK 57 0 0 0 inf OK 58 0 0 0 int OK 59 0 0 0 int OK 60 0 0 0 Inf OK 61 0 0 0 int OK 62 0 0 0 int OK 63 0 0 0 Int OK 64 0 0 0 Inf OK 65 0 0 0 inf OK 66 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for thls section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 15 Engineers Northwest - Rooffloor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (2) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq, In.) (Inches) 67 0 0 0 Int • OK 68 0 0 0 inf OK 69 0 0 0 inf OK 70 0 0 0 int OK 71 0 0 0 int OK 72 0 0 0 int OK 73 0 0 0 inf OK 74 0 0 0 int OK 75 0 0 0 Int OK 76 0 0 0 Int OK 77 0 0 0 inf OK 78 0 0 0 Inf OK 79 0 0 0 inf OK 80 0 0 0 inf OK 81 0 0 0 Int OK 82 0 0 0 inf OK 83 0 0 0 Inf OK 84 0 0 0 inf OK 85 0 0 0 inf OK 88 0 0 0 Int OK 87 0 0 0 Int OK 88 0 0 0 Inf OK 89 0 0 0 inf OK 90 0 0 0 int OK 91 0 0 0 int OK 92 0 0 0 inf OK 93 0 0 0 inf OK 94 0 0 0 int OK 95 0 0 0 Int OK 96 0 0 0 inf OK 97 0 0 0 int OK 98 0 0 0 int OK 99 0 0 0 inf OK 100 0 0 0 inf OK 101 0 0 0 inf OK 102 0 0 0 Int OK 103 0 0 0 Inf OK 104 0 0 0 Int OK 105 0 0 0 inf OK 106 0 0 0 int OK 107 0 0 0 inf OK 108 0 0 0 inf OK 109 0 0 0 int OK 110 0 0 0 Int OK 111 0 0 0 inf OK 112 0 0 0 int OK 113 0 0 0 inf OK 114 0 0 0 Int OK 115 0 0 0 Inf OK 116 0 0 0 inf OK 117 0 0 0 inf OK 118 0 0 0 inf OK 119 0 0 0 inf OK 120 0 0 0 Int OK 121 0 0 0 Inf OK 122 0 0 0 inf OK 123 0 0 0 inf OK 124 0 0 0 int OK 125 0 0 0 Inf OK 126 0 0 0 int OK 127 0 0 0 int OK 128 0 0 0 Int OK 129 0 0 0 inf OK 130 0 0 0 Int OK 131 0 0 0 inf OK 132 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 16 Engineers Northwest - Rooffloor- Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (3) F 17 # As Top Controlling As Bat Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (Inches) 133 0 0 0 inf OK 134 0 0 0 int OK 135 0 0 0 int OK 136 0 0 0 int OK 137 0 0 0 int OK 138 0 0 0 Int OK 139 0 0 0 int OK 140 0 0 0 int oK 141 0 0 0 int OK 142 0 0 0 int OK 143 0 0 0 inf OK 144 0 0 0 inf OK 145 0 0 0 Int OK 146 0 0 0 inf OK 147 0 0 0 Int OK 148 0 0 0 inf OK 149 0 0 0 int OK 150 0 0 0 int OK 151 0 0 0 inf OK 152 0 0 0 Int OK 153 0 0 0 int OK 154 0 0 0 Int OK 155 0 0 0 inf OK 156 0 0 0 inf OK 157 0 0 0 inf OK 158 0 0 0 int OK 159 0 0 0 inf OK 160 0 0 0 inf OK 161 0 0 0 int OK 162 0 0 0 Int OK 163 0 0 0 inf OK 164 0 0 0 Int OK 165 0 0 0 inf OK 166 0 0 0 inf OK 167 0 0 0 inf OK 168 0 0 0 int OK 169 0 0 0 inf OK 170 0 0 0 int OK 171 0 0 0 inf OK 172 0 0 0 int OK 173 0 0 0 inf OK 174 0 0 0 Int OK 175 0 0 0 int OK 176 0 0 0 Int OK 177 0 0 0 inf OK 178 0 0 0 Int OK 179 0 0 0 int OK 180 0 0 0 inf OK 181 0 0 0 inf OK 182 0 0 0 Int OK 183 0 0 0 inf OK 184 0 0 0 In! OK 185 0 0 0 int OK 186 0 0 0 Int OK 187 0 0 0 int OK 188 0 0 0 inf OK 189 0 0 0 inf OK 190 0 0 0 int OK 191 0 0 0 inf OK 192 0 0 0 inf OK 193 0 0 0 inf OK 194 0 0 0 Int OK 195 0 0 0 inf OK 196 0 0 0 Int OK 197 0 0 0 inf OK 198 0 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, inc. P.S. Transfer LC: Design Section Summary 17 Engineers Northwest - Rooffloor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (4) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. In.) (sq. in.) (inches) 199 0 0 0 inf OK 200 0 0 0 inf OK 201 0 0 0 Inf OK 202 0 0 0 inf OK 203 0 0 0 inf OK 204 0 0 0 inf OK 205 0 0 0 inf OK 206 0 0 0 inf OK 207 0 0 0 inf OK 208 0 0 0 inf OK 209 0 0 0 inf OK 210 0 0 0 inf OK 211 0 0 0 Inf OK 212 0 0 0 inf OK 213 0 0 0 inf OK 214 0 0 0 inf OK 215 0 0 0 inf OK 216 0 0 0 int OK 217 0 0 0 int OK 218 0 0 0 inf OK 219 0 0 0 inf OK 220 0 0 0 inf OK 221 0 0 0 Int OK 222 0 0 0 inf OK 223 0 0 0 inf OK 224 0 0 0 inf OK 225 0 0 0 inf OK 226 0 0 0 Inf OK 227 0 0 0 inf OK 228 0 0 0 int OK 229 0 0 b inf OK 230 0 0 0 Inf OK 231 0 0 0 inf OK 232 0 0 0 int OK 233 0 0 0 inf OK 234 0 0 0 inf OK 235 0 0 0 inf OK 236 0 0 0 inf OK 237 0 0 0 inf OK 238 0 0 0 inf OK 239 0 0 0 inf OK 240 0 0 0 inf OK 241 0 0 0 int OK 242 0 0 0 Inf OK 243 0 0 0 int OK 244 0 0 0 Int OK 245 0 0 0 inf OK 246 0 0 0 Inf OK 247 0 0 0 inf OK 248 0 0 0 inf OK 249 0 0 0 inf OK 250 0 0 0 int OK 251 0 0 0 Inf OK 252 0 0 0 inf OK 253 0 .0 0 Int OK 254 0 0 0 Int OK 255 0 0 0 Int OK 256 0 0 0 int OK 257 0 0 0 inf OK 258 0 0 0 Int OK 259 0 0 0 int OK 260 0 0 0 int OK 261 0 0 0 inf OK 262 0 0 0 int OK 263 0 0 0 int OK 264 0 0 0 inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Cgclb Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 18 Engineers Northwest - Roof.floor - Monday April 28, 2003 Transfer LC: Design Section Summary - Continued (5) epic( # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (inches) 265 0 0 0 Inf OK 266 0 0 0 int OK 267 0 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Summary 19 Transfer LC: Design Section Stresses # Centroid (feet) 1 (1.21,-124.6,-0.3542) 2 (1.203,-80,-0.3542) 3 (1.214,-27.47,-0.3542) 4 (1.311,-108.8,-0.3542) 5 (1.277,-50,-0.3542) 6 (5.539,-65.12,-0.3542) 7 (5.626,-51.26,-0.3542) 8 (5.626,-48.67,-0.3542) 9 (5.744,-122.6,-0.3542) 10 (5.744,-111.2,-0.3542) 11 (5.703,-35.01,-0.3542) 12 (5.744,-108.8,-0.3542) 13 (5.744,-95.05,-0.3542) 14 (5.744,-81.17,-0.3542) 15 (5.744,-78.72,-0.3542) 16 (7.47,-21.24,-0.3542) 17 (13.74,-133.8,-0.3542) 18 (11.21,-108.8,-0.3542) 19 (11.41,-80,-0.3542) 20 (11.41,-50,-0.3542) 21 (14.81,-27.47,-0.3542) 22 (15.78,-128.6,-0.3542) 23 (22.08,-108.8,-0.394) 24 (22.2,-80,-0.3542) 25 (22.2,-50,-0.3542) 26 (24.89,-80,-0.3542) 27 (24.89,-50,-0.3542) 28 (25.01,-108.8,-0.394) 29 (27.45,-111.3,-0.4632) 30 (27.45,-108.8,-0.4632) 31 (26.38,-95.04,-0.3542) 32 (28.18,35.01,-0.3542) 33 (28.48,-122.5,-0.3542) 34 (28.78,-128.8,-0.3542) 35 (28.72,-27.47,-0.3542) 36 (29.67,-81.19,-0.3542) 37 (29.67,-78.74,-0.3542) 38 (29.67,-65.04,-0.3542) 39 (29.67,51.29,-0.3542) 40 (29.67,-48.7,-0.3542) 41 (29.66,-21.24,-0.3542) 42 (30.63,-133.8,-0.3542) 43 (31.32,-128.8,-0.3542) 44 (31.33,-27.47,-0.3542) 45 (36.76,-80,-0.3542) 46 (38.76,-50,-0.3542) 47 (41.55,-108.8,-0.394) 48 (44.93,-27.47,-0.3542) 49 (45.76,-128.8,-0.3542) 60 (47.78,-80,-0.3542) 51 (47.78,-50,-0.3542) 52 (53.71,-78.74,-0.3542) 53 (54.02,-73.96,-0.3542) 54 (54.48,-81.27,-0.3542) 55 (57.16,-111.2,-0.4578) 56 (58.57,-95.04,-0.3542) 57 (55.37,-108.8,-0.4716) 58 (58.63,-128.8,-0.3542) 59 (58.66,-108.8,-0.394) 60 (58.68,-27.47,-0.3542) 61 (59.63,-21.16,-0.3542) Conc. Top Conc. Bot. Conc. Cent. Conc Limits (Psi) (Psi) (Psi) (Psi) -24.2 -4.15 -14.2 (-2100,-) -316 -150 -233 (-2100,-) -335 -218 -277 (-2100,-) -339 -164 -252 (-2100,-) -304 -162 -233 (-2100,-) 62 -465 -202 (-2100,-) -522 -57 -289 (-2100,) -426 -158 -292 (-2100,-) -240 -347 -294 (-2100,-) -240 -421 -330 (-2100,-) -154 -266 -210 (-2100,-) -450 -177 -313 (-2100,-) 75.9 -476 -200 (-2100,-) 580 45.6 -267 (-2100,-) -557 .18.6 -269 (-2100,-) -328 -220 -274 (-2100,-) -77.9 12.5 -32.7 (-2100,-) -139 -411 -275 (-2100,-) -104 -374 -239 (-2100,-) -122 -332 -227 (-2100,-) -218 -355 -286 (-2100,) -304 -300 -302 (-2100,-) -315 -77.1 -221 (-2100,-) -396 -108 -252 (-2100,-) -338 -121 -229 (-2100,-) -438 -71.4 -255 (-2100,-) -371 -87.6 -229 (-2100,-) -341 -32.9 -219 (-2100,-) -288 -17 -162 (-2100,-) -311 8.97 -163 (-2100,-) -134 -342 -238 (-2100,-) -355 -157 -256 (-2100,-) -138 -326 -232 (-2100,-) -275 -390 -332 (-2100,-) -416 -95.3 -256 (-2100,-) -209 -151 -180 (-2100,-) -221 -135 -178 (-2100,-) -130 -321 -225 (-2100,-) -172 -220 -196 (-2100,-) -107 -284 -195 (-2100,-) -299 -181 -240 (-2100,-) -287 -120 -203 (-2100,-) -538 -89.6 -314 (-2100,-) -454 -33.3 -244 (-2100,-) -155 -410 -283 (-2100,-) -121 -349 -235 (-2100,-) -139 -368 -229 (-2100,-) -11.8 -363 -188 (-2100,-) 61.8 -552 -245 (-2100,-) -415 -210 -313 (-2100,-) -294 -190 -242 (-2100,-) -288 -212 -250 (-2100,-) -145 -189 -167 (-2100,-) -189 -362 -276 (-2100,-) -258 -91 -182 (-2100,-) -190 -274 -232 (-2100,-) -413 -18.9 -227 (-2100,-) -656 167 -245 (-2100,-) -262 -110 -202 (-2100,-) -426 106 -160 (-2100,-) -254 -151 -203 (-2100,-) Engineers Northwest - Roof floor- Monday April 28, 2003 Rebar Top (ksi) • • Rebar Bot. Rebar Limits (ksi) (ksi) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses;' -" Indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Calc. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 20 {�.n+ra:.+iYi?nrt`,��,iT�»�wW�r.1.n�..ti,..y.,xtr�r.�:"a�w*.,naiM,4lc;Fr!WxJ':wry'f'�'(f5f�U19�dA'Al�'t �wwwwq�llilS���IA��vi � Engineers Northwest - Roof. floor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (2) # Centroid (feet) 62 (59.71,-48.78,-0.3542) 63 (59.82,-34.99,-0.3542) 64 (60.63,-133.7,-0.3542) 65 (60.67,-122.5,-0.3542) 66 (61.31,-128.3,-0.3542) 67 (61.34,-110.3,-0.3911) 68 (61.34,-27.47,-0.3542) 69 (66.25,-68.88,-0.3542) 70 (66.25,-60.85,-0.3542) 71 (70.53,-50,-0.3542) 72 (70.61,-80,-0.3542) 73 (74.79,-27.47,-0.3542) 74 (75.58,-128.6,-0.3542) 75 (75.59,-108.8,-0.3542) 76 (80.12,-81.23,-0.3542) 77 (82.7,-78.84,-0.3542) 78 (85.25,-80,-0.3542) 79 (85.25,-50,-0.3542) 80 (85.4,-65.04,-0.3542) 81 (85.4,-51.17,-0.3542) 82 (85.4,-48.64,-0.3542) 83 (88.55,-108.8,-0.3542) 84 (88.61,-131,-0.3542) 85 (88.67,-27.47,-0.3542) 86 (89.87,-34.99,-0.3542) 87 (89.86,-21.16,-0.3542) 88 (90.58,-133.7,-0.3542) 89 (90.64,-111.2,-0.3542) 90 (90.64,-108.7,-0.3542) 91 (90.68,-125,-0.3542) 92 (90.68,-95.04,-0.3542) 93 (91.37,-131,-0.3542) 94 (91.37,-108.8,-0.3542) 95 (91.42,-27.47,-0.3542) 96 (97.3,-138.8,-0.3542) 97 (100.6,-50,-0.3542) 98 (100.6,-80,-0.3542) 99 (105,-25.27,-0.3542) 100 (105.8,-133.5,-0.3542) 101 (105.8,-108.8,-0.3542) 102 (109,-78.8,-0.3542) 103 (109.1,-65.04,-0.3542) 104 (117,-81.19,-0.3542) 105 (117.2,-51.25,-0.3542) 106 (117.2,-48.64,-0.3542) 107 (118.6,-133.5,-0.3542) 108 (118.6,-108.8,-0.3542) 109 (118.7,-25.27,-0.3542) 110 (120,-18.95,-0.3542) 111 (120.2,-141.1,-0.3542) 112 (120.1,-34.99,-0.3542) 113 (120.2,-125,-0.3542) 114 (120.2,-21.22,-0.3542) 115 (120.3,-138.8,-0.3542) 116 (120.3,-111.2,-0.3542) 117 (120.3,-108.7,-0.3542) 118 (120.3,-94.96,-0.3542) 119 (121.4,-108.8,-0.3542) 120 (121.4,-133.4,-0.3542) 121 (121.4,-25.21,-0.3542) 122 (124.4,-57.81,-0.3542) Conc. Top Conc. Bot (Psi) (Psi) (Psi) -81.5 -477 -279 -372 -90 -231 -279 -74.4 -177 -188 -279 -233 -648 154 -247 -425 -28.8 -270 -411 93.1 -159 -200 -213 -207 -132 -209 -171 -5.76 -144 -75.1 -21.1 -168 -94.3 40.8 -364 -162 31.6 -604 -286 -35.1 -330 -183 -328 -159 -243 -217 -154 -185 -6.69 -183 -94.7 -34.6 -137 -85.7 -150 -320 -235 -232 -236 -234 -221 -244 -232 -277 -92.1 -185 -468 81.4 -193 -395 93.5 -151 -314 -161 -238 -290 -194 -242 -419 -29.3 -224 -378 -118 -248 -384 -103 -244 -178 -286 -232 -113 -377 -245 -355 -11.2 -183 -257 -110 -183 -347 50.2 -148 -209 -178 -193 -25.7 -159 -92.5 -91.8 -121 -107 -17 -201 -109 -88 -220 -154 -74.6 -247 -161 -282 -147 -215 -126 -269 -197 -283 -232 -257 -231 -261 -246 -203 -300 -252 -251 -67.5 -159 -173 -115 -144 -225 22.7 -101 -443 -99.8 -272 -348 -162 -255 -236 -262 -249 -213 -308 -260 -436 -68.1 -252 -491 -62.3 -277 -264 -242 -253 -306 -197 -251 -175 -346 -260 -173 -113 -143 -247 -75.6 -161 -224 26.1 -98.9 -261 -278 -269 Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (Psi) (iii) (ksi) (ksi) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100r) (-2100,-) (-2100r) (-2100,) (-2100,-) (-2100r) (-2100r) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100,-) (-2100,-) (-2100,) (-2100,-) (-2100r) (-2100,-) (-2100,-) (-2100,) • • • • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; ' -" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross sg-Fz4 Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 21 ANN Engineers Northwest - Rooffloor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (3) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 123 (130,-50,-0.3542) -106 -72.4 -89.1 (-2100,-) Gross 124 (130.1,-80,-0.3542) -71.6 -84.8 -78.2 (-2100,-) Gross 125 (134.6,-133.5,-0.3542) -81.3 -232 -156 (-2100,-) Gross 126 (134.7,-108.8,-0.3542) -56.6 -241 -149 (-2100,-) Gross 127 (134.8,-80,-0.3542) -105 -50.9 -78.2 (-2100,-) Gross 128 (135,-78.86,-0.3542) 29 -370 -170 (-2100,-) Gross 129 (135,-65.04,-0.3542) -320 -25.5 -173 (-2100,-) Gross 130 (134.9,-25.5,-0.3542) 2.71 -184 -90.9 (-2100,-) Gross 131 (135,-50,-0.3542) -138 -40.1 -89.3 (-2100,-) Gross 132 (139.9,-80,-0.3542) -62.1 -98.8 -80.4 (-2100,) Gross 133 (139.9,-50,-0.3542) -75.6 -101 -88.5 (-2100,-) Gross 134 (148.4,-81.19,-0.3542) -204 -306 -255 (-2100,-) Gross 135 (148.5,-125,-0.3542) -244 -233 -239 (-2100,-) Gross 136 (148.4,-25.21,-0.3542) -164 -20 -91.9 (-2100,-) Gross 137 (148.6,-138.8,-0.3542) -417 -74.2 -245 (-2100,-) Gross 138 (148.6,-133.5,-0.3542) -187 -117 -152 (-2100,-) Gross 139 (148.6,-94.96,-0.3542) -221 -294 -257 (-2100,-) Gross 140 (148.6,-111.3,-0.3542) -158 -311 -234 (-2100,) Gross 141 (148.6,-108.7,-0.3542) -201 -269 -235 (-2100,-) Gross 142 (148.6,-108.8,-0.3542) -95.6 -208 -152 (-2100,-) Gross 143 (148.7,-141.2,-0.3542) -313 -156 -235 (-2100,-) Gross 144 (148.7,51.32,-0.3542) -182 -298 -240 (-2100,-) Gross 145 (148.7,-48.71,-0.3542) -129 -347 -238 (-2100,) - Gross 146 (148.7,-35.04,-0.3542) -279 -184 -232 (-2100,-) Gross 147 (150.7,-21.31,-0.3542) -265 -168 -216 (-2100,-) Gross 148 (150.7,-18.86,-0.3542) -210 -215 -213 (-2100,-) - Gross 149 (151.2,-25.29,-0.3542) 28.5 -217 -94.2 (-2100,-) Gross 150 (151.3,56.42,-0,3542) -215 -266 -241 (-2100,) Gross 151 (151.4,-108.8,-0.3542) 16.7 -332 -157 (-2100,-) - Gross 152 (151.4,-133.5,-0.3542) -52 -252 -152 (-2100,-) Gross 153 (151.5,-80,-0.3542) 67.1 -309 -121 (-2100,-) Gross 154 (151.5,-50,-0.3542) 75.2 -327 -126 (-2100,-) Gross 155 (156.6,-65.19,-0.3542) -103 -215 -159 (-2100,-) Gross 156 (157.1,-25.29,-0.3542) -78.3 -110 -94 (-2100,-) Gross 157 (157.2,-80,-0.3542) -72.6 -165 -119 (-2100,-) Gross 158 (157.2,-108.8,-0.3542) -155 -180 -168 (-2100,) Gross 159 (157.2,-50,-0.3542) -89.4 -156 -123 (-2100,-) Gross 160 (157.3,-133.5,-0.3542) -161 -131 -146 (-2100,-) Gross 161 (172.7,-108.8,-0.3542) -229 -164 -196 (-2100,-) Gross 162 (172.8,-131.2,-0.3542) -205 -137 -171 (-2100,-) Gross 163 (172.9,-80,-0.3542) -130 -91.3 -110 (-2100,-) Gross 164 (173.1,-50,-0.3542) -112 -89.7 -101 (-2100,-) Grass 165 (173.1,-27.88,-0.3542) -154 -124 -139 (-2100,-) Gross 166 (174.2,-138.8,-0.3542) -171 -171 -171 (-2100,-) Gross 167 (178.6,-131.1,-0.3542) -145 -215 -180 (-2100,-) Gross 168 (178.6,-108.8,-0.3542) -128 -269 -199 (-2100,-) Gross 169 (178.7,-80,-0.3542) -34.6 -179 -107 (-2100,-) Gross 170 (178.7,-50,-0.3542) 23.6 -213 -94.5 (-2100,-) Gross 171 (178.8,-27.88,-0.3542) -213 -97 -155 (-2100,-) Gross 172 (180.9,-65.19,-0.3542) -150 -340 -245 (-2100,-) Gross 173 (181,-133.8,-0.3542) -313 -70.4 -192 (-2100,-) Gross 174 (181,-111.2,-0.3542) -320 -150 -235 (-2100,-) Gross 175 (181,-108.7,-0.3542) -324 -150 -237 (-2100,) Gross 176 (181.1,-125,-0.3542) -192 -264 -228 (-2100,-) Gross 177 (181,-81.25,-0.3542) -258 -197 -227 (-2100,-) Gross 178 (181,-78.84,-0.3542) -263 -196 -229 (-2100,-) Gross 179 (181.1,-94.89,-0.3542) -154 -307 -230 (-2100,-) Gross 180 (181,51.24,-0.3542) -205 -254 -229 (-2100,-) Gross 181 (181,-48.75,-0.3542) -145 -310 -228 (-2100,-) Gross 182 (181,-21.16,-0.3542) -265 -224 -245 (-2100,-) Gross 183 (181.1,-35.03,-0.3542) -334 -128 -231 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation 'Reber Limits" Indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 22 �athtria`::lF..f.'tAka 14. ntkkrvit,rfQs.9wisIty.ol... 44. Engineers Northwest - Rooffloor - Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (4) # Centroid (feet) 184 (181.3,-80,-0.3542) 185 (181.3,-108.8,-0.3542) 186 (181.4,-131,-0.3542) 187 (181.4,-50,-0.3542) 188 (181.4,-27.88,-0.3542) 189 (194.8,-108.8,-0.3542) 190 (194.8,-128.8,-0.3542) 191 (194.8,-80,-0.3542) 192 (194.8,-50,-0.3542) 193 (194.9,-27.88,-0.3542) 194 (201.6,-65.04,-0.3542) 195 (201.7,-78.91,-0.3542) 196 (208.5,-80,-0.3542) 197 (208.5,-50,-0.3542) 198 (208.5,-27.88,-0.3542) 199 (208.7,-110.3,-0.3911) 200 (208.7,-128.6,-0.3542) 201 (208.6,-27.88,-0.3542) 202 (209.5,-21.17,-0.3542) 203 (209.8,-48.65,-0.3542) 204 (209.8,-34.99,-0.3542) 205 (211.1,-27.47,-0.3542) 206 (211.2,-128.8,-0.3542) 207 (211.3,-108.8,-0.394) 208 (211.9,-133.8,-0.3542) 209 (211.9,-122.5,-0.3542) 210 (213.1,-111.3,-0.4588) 211 (215.2,-108.7,-0.4737) 212 (211.9,-95.04,-0.3542) 213 (214.3,-81.32,-0.3542) 214 (222,-80,-0.3542) 215 (222.1,-50,-0.3542) 216 (224.8,-27.47,-0.3542) 217 (227.6,-78.88,-0.3542) 218 (227.6,-51.31,-0.3542) 219 (227.9,-64.58,-0.3542) 220 (228.9,-128.8,-0.3542) 221 (228.9,-108.8,-0.394) 222 (233.8,-80,-0.3542) 223 (233.8,-50,-0.3542) 224 (238.6,-128.8,-0.3542) 225 (238.8,-27.47,-0.3542) 226 (239.5,-21.23,-0.3542) 227 (241.2,-27.47,-0.3542) 228 (241.4,-128.8,-0.3542) 229 (241.4,-48.56,-0.3542) 230 (241.4,-34.99,-0.3542) 231 (243.4,-122.5,-0.3542) 232 (243.4,-133.8,-0.3542) 233 (242.5,-111.2,-0.4649) 234 (242.5,-108.7,-0.4649) 235 (243.4,-95.04,-0.3542) 236 (245.1,-80,-0.3542) 237 (245.2,-108.8,-0.394) 238 (245.1,50,-0.3542) 239 (245.6,-81.3,-0.3542) 240 (245.6,-78.81,-0.3542) 241 (245.6,51.31,-0.3542) 242 (245.9,-65.04,-0.3542) 243 (247.8,-108.8,-0.394) 244 (247.8,-80,-0.3542) Conc. Top Conc. Bot. (Psi) (Psi) (Psi) -76.5 -133 -105 -197 -197 -197 -385 12.7 -186 -19.2 -162 -90.7 -295 -26.6 -161 -18.3 -369 -193 73.4 -644 -285 26.6 -227 -100 23.9 -175 -75.6 41.3 -403 -181 -93 -260 -177 -301 -114 -207 -215 9.84 -102 -143 -1.01 -71.8 -475 127 -174 -448 19.8 -265 -737 168 -284 -474 126 -174 -251 -162 -207 -126 -387 -257 -374 -86.4 -230 -476 129 -173 -659 91.5 -284 -245 -126 -198 -277 -88.3 -183 -132 -361 -247 -395 40.5 -195 -507 51.3 -243 -133 -366 -250 -359 -151 -255 -392 -187 -290 -293 -179 -236 -10.1 -400 -205 -274 -63.2 -168 -252 -130 -191 -14.6 -343 -179 -16.7 -594 -306 -141 -345 -221 -134 -394 -264 -114 -345 -230 -574 -65.2 -319 -501 -11.6 -256 -291 -201 -246 -417 -119 -268 -271 -406 -338 -108 -269 -188 -370 -147 -259 -141 -311 -226 -242 -118 -180 -261 -50.9 -163 -296 -9.44 -163 -148 -319 -234 -450 -36.2 -243 -352 -19.2 -221 -392 -56.7 -224 -199 -155 -177 -197 -159 -178 -159 -236 -197 -143 -338 -241 -283 -125 -221 -356 -129 -243 Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (Psi) (ksi) (ksi) (ksi) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (-2100,-) (2100,) (-2100,-) (2100,-) (2100,-) (2100,) (2100,-) (2100,-) (2100,-) (-2100,) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,) (2100,-) (2100,) (-2100,-) (2100,-) (2100,-) (-2100,) (2100,-) (-2100,-) (2100r) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,) (-2100,-) (2100,-) (-2100,-) (2100,-) (-2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,-) (2100,) (-2100,-) (2100,-) (2100,-) (2100,-) (2100,-) .11 • • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Grose Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross X23 Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 23 7?esey.i?'r.��'tu�aiM;s;c�ry,ryarrr,�r,�;,1'FtfdETMhY.+ tri.. :at#si'tP?AA www-��w�wwnNMaw1���S�! Engineers Northwest - Roof. floor- Monday April 28, 2003 Transfer LC: Design Section Stresses - Continued (5) • F2r # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 245 (247.9,-50,-0.3542) -302 -145 -224 (-2100,-) Gross 246 (254.1,-27.47,-0.3542) -215 -389 -302 (-2100,-) - Gross 247 (257.6,-128.8,-0.3542) -332 -264 -298 (-2100,-) Gross 248 (257.8,-108.8,-0.3542) -87 -437 -262 (-2100,-) - Gross 249 (258,-80,-0.3542) -70.6 -404 -237 (-2100,-) Gross 250 (258,-50,-0.3542) -86.9 -349 -218 (-2100,-) Gross 251 (261.9,-21.15,-0.3542) -256 -238 -247 (-2100,-) Gross 252 (258,-133.7,-0.3542) 102 172 137 (-2100,) - Gross 253 (263.6,-34.99,-0.3542) -195 -138 -167 (-2100,-) Gross 254 (263.7,-51.41,-0.3542) -310 -123 -216 (-2100,) Gross 255 (263.7,-48.49,-0.3542) -251 -181 -216 (-2100,-) Gross 256 (264,-122.6,-0.3542) -232 -260 -246 (-2100,-) - Gross 257 (264,-111.2,-0.3542) -61.2 -455 -258 (-2100,-) Gross 258 (264,-108.7,-0.3542) -248 -244 -246 (-21004 Gross 259 (264,-95.05,-0.3542) 17.2 -332 -157 (-2100,-) Gross 260 (264,-64.97,-0.3542) -12 -330 -171 (-2100,-) Gross 261 (264,-81.31,-0.3542) -410 -39.4 -225 (-2100,) Gross 262 (264,-78.79,-0.3542) -383 -71.6 -227 (-2100,-) - Gross 263 (268.6,50,-0.3542) -297 -167 -232 (-2100,-) Gross 264 (268.7,-124.6,-0.3542) -27.7 8.77 -9.45 (-2100,-) - Gross 265 (268.6,-80,-0.3542) -307 -159 -233 (-2100,) Gross 266 (268.7,-108.8,-0.3542) -335 -170 -252 (-2100,-) Gross 267 (268.8,-27.47,-0.3542) -347 -208 -277 (-2100,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; "-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;' -" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Transfer LC: Design Section Stresses 24 }•.,�+w;)! t}•�..J.a:�:sv4t,.,a Engineers Northwest - Rooffloor- Monday April 28, 2003 Service LC: Design Section Summary # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 1 2.3 ACI 18.9.3.3 0 0 inf OK 2 2.3 ACI 18.9.3.3 0 0 Int OK 3 1.84 ACI 18.9.3.3 0 0 inf OK 4 2.3 ACI 18.9.3.3 0 0 Int OK 5 2.3 ACI 18.9.3.3 0 0 Int OK 6 0 0 0 Int OK 7 2.3 ACI 18.9.3.3 0 0 Inf OK 8 2.3 ACI 18.9.3.3 0 0 Int OK 9 0 0 0 inf OK 10 1.84 ACI 18.9.3.3 0 0 Int OK 11 0 0 0 inf OK 12 1.84 ACI 18.9.3.3 0 0 int OK 13 0 0 0 inf OK 14 1.84 ACI 18.9.3.3 0 0 int OK 15 1.84 ACI 18.9.3.3 0 0 inf OK 18 2.3 ACI 18.9.3.3 0 0 int OK 17 2.3 ACI 18.9.3.3 0 0 inf OK 18 0 0 0 Int OK 19 0 0 0 int OK 20 0 0 0 Int OK 21 0 0 0 inf OK 22 0 0 0 In? OK 23 3.24 ACI 18.9.3.3 0 0 Inf OK 24 2.3 ACI 18.9.3.3 0 0 int OK 25 2.3 ACI 18.9.3.3 0 0 inf OK 26 2.3 ACI 18.9.3.3 0 0 int OK 27 2.3 ACI 18.9.3.3 0 0 inf OK 28 3.24 ACI 18.9.3.3 0 0 int OK 29 3.28 ACI 18.9.3.3 0 0 inf OK 30 3.28 ACI 18.9.3.3 0 0 int OK 31 0 0 0 int OK 32 0 0 0 Int OK 33 0 0 0 inf OK 34 2.3 ACI 18.9.3.3 0 0 inf OK 35 1.84 ACI 18.9.3.3 0 0 inf OK 36 2.79 ACI 18.9.3.3 0 0 int OK 37 2.79 ACI 18.9.3.3 0 0 inf OK 38 0 0 0 int OK 39 2.79 . ACI 18.9.3.3 0 0 int OK 40 2.79 ACI 18.9.3.3 0 0 inf OK 41 2.3 ACI 18.9.3.3 0 0 inf OK 42 2.32 ACI 18.9.3.3 0 0 Int OK 43 2.3 ACI 18.9.3.3 0 0 int OK 44 1.84 ACI 18.9.3.3 0 ' 0 int OK 45 0 0 0 inf OK 46 0 0 0 Inf OK 47 0 0 0 Int OK 48 0 0 0 int OK 49 0 0 0 inf OK 50 2.3 ACI 18.9.3.3 0 0 int OK 51 2.3 ACI 18.9.3.3 0 0 Inf OK 52 2.3 ACI 18.9.3.3 0 0 Int OK 53 2.3 ACI 18.9.3.3 0 0 Int OK 54 2.3 AC1 18.9.3.3 0 0 Int OK 55 3.65 ACI 18.9.3.3 0 0 inf OK 56 0 0 0 inf OK 57 3.24 ACI 18.9.3.3 0 0 inf OK 58 2.3 ACI 18.9.3.3 0 0 Int OK 59 3.24 ACI 18.9.3.3 0 0 int OK 60 1.84 ACI 18.9.3.3 0 0 Int OK 61 2.3 ACI 18.9.3.3 0 0 inf OK 62 2.3 ACI 18.9.3.3 0 0 int OK 63 0 2.04 ACI 18.9.3.2 0 int OK 64 2.3 ACI 18.9.3.3 0 0 int OK 65 0 0 0 inf OK 66 1.84 ACI 18.9.3.3 0 0 int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. (R -F2-5 Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 25 Engineers Northwest - Rooffloor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (2) friG # As Top Controlling As Bot Controlling As Shr Strp Spog Controlling Status (sq. in.) (sq. In.) (sq. In.) (inches) 67 3.24 ACI 18.9.3.3 0 0 inf OK 68 1.84 ACI 18.9.3.3 0 0 int OK 69 0 0 0 Inf OK 70 2.3 ACI 18.9.3.3 0 0 In? OK 71 2.3 ACI 18.9.3.3 0 0 int OK 72 2.3 ACI 18.9.3.3 0 0 int OK 73 0 0 0 inf OK 74 0 0 0 Inf OK 75 0 0 0 inf OK 76 2.9 ACI 18.9.3.3 0 0 inf OK 77 2.54 ACI 18.9.3.3 0 0 inf OK 78 0 0 0 Int OK 79 0 0 0 inf OK 80 0 0 0 Int OK 81 2.3 ACI 18.9.3.3 0 0 int OK 82 2.3 ACI 18.9.3.3 0 0 inf OK 83 2.3 ACI 18.9.3.3 0 0 Inf OK 84 1.84 ACI 18.9.3.3 0 0 inf OK 85 1.84 ACI 18.9.3.3 0. 0 inf OK 86 0 0 0 Inf OK 87 2.33 ACI 18.9.3.3 0 0 inf OK 88 2.31 ACI 18.9.3.3 0 0 int OK 89 2.3 ACI 18.9.3.3 0 0 inf OK 90 2.3 ACI 18.9.3.3 0 0 int OK 91 0 0 0 inf OK 92 0 0 0 int OK 93 1.84 ACI 18.9.3.3 0 0 inf OK 94 2.3 ACI 18.9.3.3 0 0 Inf OK 95 1.84 ACI 18.9.3.3 0 0 int OK 96 1.84 ACI 18.9.3.3 0 0 Int OK 97 2.3 ACI 18.9.3.3 0 0 inf OK 98 2.3 ACI 18.9.3.3 0 0 Inf OK 99 0 0 0 inf OK 100 0 0 0 inf OK 101 0 0 0 inf OK 102 2.3 ACI 18.9.3.3 0 0 inf OK 103 0 0 0 inf OK 104 2.71 ACI 18.9.3.3 0 0 inf OK 105 2.74 ACI 16.9.3.3 0 0 inf OK 106 2.74 ACI 18.9.3.3 0 0 Int OK 107 1.84 ACI 18.9.3.3 0 0 inf OK 108 2.3 ACI 18.9.3.3 0 0 inf OK 109 1.84 ACI 18.9.3.3 0 0 inf OK 110 2.3 ACI 18.9.3.3 0 0 Int OK 111 2.24 ACI 18.9.3.3 0 0 inf OK 112 0 0 0 int OK 113 0 0 0 inf OK 114 2.31 ACI 18.9.3.3 0 0 Inf OK 115 2.3 ACI 18.9.3.3 0 0 inf OK 116 2.3 ACI 18.9.3.3 0 0 Int OK 117 2.3 ACI 18.9.3.3 0 0 inf OK 118 0 0 0 int OK 119 2.3 ACI 18.9.3.3 0 0 inf OK 120 1.84 ACI 18.9.3.3 0 0 Inf OK 121 1.84 ACI 18.9.3.3 0 0 Inf OK 122 2.3 ACI 18.9.3.3 0 0 inf OK 123 2.3 ACI 18.9.3.3 0 0 inf OK 124 2.3 ACI 18.9.3.3 0 0 int OK 125 0 0 0 Inf OK 126 0 0 0 Int OK 127 0 0 0 inf OK 128 2.3 ACI 18.9.3.3 0 0 Int OK 129 0 0 0 inf OK 130 0 0 0 inf OK 131 0 0 0 inf OK 132 2.3 ACI 18.9.3.3 0 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, lnc. P.S. Service LC: Design Section Summary 26 Engineers Northwest- Rooffloor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (3) L -F2-7 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (Inches) 133 2.3 ACI 18.9.3.3 0 0 Int OK 134 2.3 ACI 18.9.3.3 0 0 inf OK 135 0 0 0 inf OK 136 1.84 ACI 18.9.3.3 0 0 Inf OK 137 2.3 ACI 18.9.3.3 0 0 inf OK 138 1.84 ACI 18.9.3.3 0 0 Int OK 139 0 0 0 Int OK 140 2.3 ACI 18.9.3.3 0 0 inf OK 141 2.3 ACI 18.9.3.3 0 0 inf OK 142 2.3 ACI 18.9.3.3 0 0 Inf OK 143 2.12 ACI 18.9.3.3 0 0 inf OK 144 2.3 ACI 18.9.3.3 0 0 Inf OK 145 2.3 ACI 18.9.3.3 0 0 Int OK 146 0 0 0 Inf OK 147 2.37 ACI 18.9.3.3 0 0 inf OK 148 2.37 ACI 18.9.3.3 0 0 Int OK 149' 1.84 ACI 18.9.3.3 0 0 inf OK 150 2.3 ACI 18.9.3.3 0 0 Inf OK 151 2.3 ACI 18.9.3.3 0 0 Inf OK 152 1.84 ACI 18.9.3.3 0 0 Int OK 153 2.3 ACI 18.9.3.3 0 0 inf OK 154 2.3 ACI 18.9.3.3 0 0 Inf OK 155 0 0 0 inf OK 158 0 0 0 Int OK 157 0 0 0 inf OK 158 0 0 0 Int OK 159 0 0 0 inf OK 160 0 0 0 Inf OK 161 0 0 0 int OK 162 0 0 0 Int OK 163 0 0 0 Inf OK 164 0 0 0 Int OK 165 0 0 0 inf OK 166 1.84 ACI 18.9.3.3 0 0 Int OK 167 1.84 ACI 18.9.3.3 0 0 Inf OK 168 2.3 ACI 18.9.3.3 0 0 Inf OK 169 2.3 ACI 18.9.3.3 0 0 inf OK 170 2.3 ACI 18.9.3.3 0 0 Int OK 171 1.84 ACI 18.9.3.3 0 0 Inf OK 172 0 0 0 Int OK 173 2.11 ACI 18.9.3.3 0 0 inf OK 174 2.3 ACI 18.9.3.3 0 0 Int OK 175 2.3 ACI 18.9.3.3 0 0 inf OK 176 0 0 0 Inf OK 177 2.3 ACI 18.9.3.3 0 0 Inf OK 178 2.3 ACI 18.9.3.3 0 0 Inf OK 179 0 0 0 inf OK 180 2.3 ACI 18.9.3.3 0 0 Inf OK 181 2.3 ACI 18.9.3.3 0 0 inf OK 182 2.3 ACI 18.9.3.3 0 0 inf OK 183 0 1.67 ACI 18.9.3.2 0 inf OK 184 2.3 ACI 18.9.3.3 0 0 int OK 185 2.3 ACI 18.9.3.3 0 0 int OK 186 1.84 ACI 18.9.3.3 0 0 Inf OK 187 2.3 ACI 18.9.3.3 0 0 Int OK 188 1.84 ACI 18.9.3.3 0 0 inf OK 189 0 0 0 inf OK 190 0 0 0 Int OK 191 0 0 0 In! OK 192 0 0 0 Inf OK 193 0 0 0 Int OK 194 0 0 0 Int OK 195 2.3 ACI 18.9.3.3 0 0 inf OK 196 2.3 ACI 18.9.3.3 0 0 int OK 197 2.3 ACI 18.9.3.3 0 0 inf OK 198 1.84 ACI 18.9.3.3 0 0 Inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the creria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 27 VvWt?$�{� •N�:+'dJ}{1d1; : FvkTAgi'"',11 Engineers Northwest - Rooffloor - Monday April 28, 2003 Service LC: Design Section Summary - Continued (4) f.F # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. In.) (Inches) 199 3.24 ACI 18.9.3.3 0 0 inf OK 200 1.84 ACI 18.9.3.3 0 0 int OK 201 1.84 ACI 18.9.3.3 0 0 inf OK 202 2.35 ACI 18.9.3.3 0 0 Int OK 203 2.3 ACI 18.9.3.3 0 0 int OK 204 0 2.32 ACI 18.9.3.2 0 Int OK 205 1.84 ACI 18.9.3.3 0 0 int OK 206 2.3 ACI 18.9.3.3 0 0 int OK 207 3.24 ACI 18.9.3.3 0 0 inf OK 208 2.61 ACI 18.9.3.3 0 0 inf OK 209 0 0 0 inf OK 210 3.68 ACI 18.9.3.3 0 0 Int OK 211 3.24 ACI 18.9.3.3 0 0 Int OK 212 0 0 0 inf OK 213 2.97 ACI 18.9.3.3 0 0 inf OK 214 2.3 ACI 18.9.3.3 0 0 int OK 215 2.3 ACI 18.9.3.3 0 0 int OK 216 0 0 0 Int OK 217 2.3 ACI 18.9.3.3 0 0 int OK 218 2.3 ACI 18.9.3.3 0 0 inf OK 219 0 0 0 inf OK 220 0 0 0 int OK 221 0 0 0 inf OK 222 0 0 0 Int OK 223 0 0 0 inf OK 224 2.3 ACI 18.9.3.3 0 0 Int OK 225 1.84 ACI 18.9.3.3 0 0 inf OK 226 2.3 ACI 18.9.3.3 0 0 int OK 227 1.84 ACI 18.9.3.3 0 0 inf OK 228 2.3 ACI 18.9.3.3 0 0 inf OK 229 2.54 ACI 18.9.3.3 0 0 Int OK 230 0 0 0 Int OK 231 0 0 0 inf OK 232 2.3 ACI 18.9.3.3 0 0 int OK 233 3.24 ACI 18.9.3.3 0 0 inf OK 234 3.24 ACI 18.9.3.3 0 0 int OK 235 0 0 0 inf OK 236 2.3 ACI 18.9.3.3 0 0 inf OK 237 3.24 ACI 18.9.3.3 0 0 inf OK 238 2.3 ACI 18.9.3.3 0 0 inf OK 239 2.3 ACI 18.9.3.3 0 0 inf OK 240 2.3 ACI 18.9.3.3 0 0 int OK 241 2.3 ACI 18.9.3.3 0 0 Int OK 242 0 0 0 int OK 243 3.24 ACI 18.9.3.3 0 "0 inf OK 244 2.3 ACI 18.9.3.3 0 0 Int OK 245 2.3 ACI 18.9.3.3 0 0 int OK 248 0 0 0 inf OK 247 0 0 0 inf OK 248 0 0 0 int OK 249 0 0 0 inf OK 250 0 0 0 inf OK 251 2.3 ACI 18.9.3.3 0 0 inf OK 252 2.3 ACI 18.9.3.3 0 0 Int OK 253 0 0 0 inf OK 254 2.3 ACI 18.9.3.3 0 0 Int OK 255 2.3 ACI 18.9.3.3 0 0 inf OK 256 0 0 0 inf OK 257 1.84 ACI 18.9.3.3 0 0 inf OK 258 1.84 ACI 18.9.3.3 0 0 Int OK 259 0 0 0 inf OK 260 0 0 0 int OK 261 1.84 ACI 18.9.3.3 0 0 int OK 262 1.84 ACI 18.9.3.3 0 0 inf OK 263 2.3 ACI 18.9.3.3 0 0 inf OK 284 2.3 ACI 18.9.3.3 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 28 Engineers Northwest - Rooffloor- Monday April 28, 2003 Service LC: Design Section Summary - Continued (5) taFzsI # As Top Controlling As t3ot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. in.) (Inches) 265 2.3 ACI 18.9.3.3 0 0 inf OK 266 2.3 ACI 18.9.3.3 0 0 Int OK 267 1.84 ACI 18.9.3.3 0 0 Int OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Service LC: Design Section Summary 29 ;i1: Service LC: Design Section Stresses Cep (feet) 1 (1.21,-124.6,-0.3542) 2 (1.203,-80,-0.3542) 3 (1.214,-27.47,-0.3542) 4 (1.311,-108.8,-0.3542) 5 (1.277,50,-0.3542) 6 (5.539,-65.12,-0.3542) 7 (5.626,51.26,-0.3542) 8 (5.626,-48.67,-0.3542) 9 (5.744,-122.6,-0.3542) 10 (5.744,-111.2,-0.3542) 11 (5.703,35.01,-0.3542) 12 (5.744,-108.8,-0.3542) 13 (5.744,-95.05,-0.3542) 14 (5.744,-81.17,-0.3542) 15 (5.744,-78.72,-0.3542) 16 (7.47,-21.24,-0.3542) 17 (13.74,-133.8,-0.3542) 18 (11.21,-108.8,-0.3542) 19 (11.41,-80,-0.3542) 20 (11.41,-50,-0.3542) 21 (14.81,-27.47,-0.3542) 22 (15.78,-128.6,-0.3542) 23 (22.08,-108.8,-0.394) 24 (22.2,-80,-0.3542) 25 (22.2,-50,-0.3542) 26 (24.89,-80,-0.3542) 27 (24.89,50,-0.3542) 28 (25.01,-108.8,-0.394) 29 (27.45,-111.3,-0.4632) 30 (27.45,-108.8,-0.4632) 31 (26.38,-95.04,-0.3542) 32 (28.18,-35.01,-0.3542) 33 (28.48,-122.5,-0.3542) 34 (28.78,-128.8,-0.3542) 35 (28.72,-27.47,-0.3542) 36 (29.67,-81.19,-0.3542) 37 (29.67,-78.74,-0.3542) 38 (29.67,-65.04,-0.3542) 39 (29.67,51.29,-0.3542) 40 (29.67,-48.7,-0.3542) 41 (29.66,-21.24,-0.3542) 42 (30.63,-133.8,-0.3542) 43 (31.32,-128.8,-0.3542) 44 (31.33,-27.47,-0.3542) 45 (36.76,-80,-0.3542) 46 (36.76,-50,-0.3542) 47 (41.55,-108.8,-0.394) 48 (44.93,-27.47,-0.3542) 49 (45.76,-128.8,-0.3542) 50 (47.78,-80,-0.3542) 51 (47.78,-50,-0.3542) 52 (53.71,-78.74,-0.3542) 53 (54.02,-73.96,-0.3542) 54 (54.48,-81.27,-0.3542) 55 (57.16,-111.2,-0.4578) 56 (58.57,-95.04,-0.3542) 57 (55.37,-108.8,-0.4716) 58 (58.63,-128.8,-0.3542) 59 (58.66,-108.8,-0.394) 60 (58.68,-27.47,-0.3542) 61 (59.63,-21.16,-0.3542) Conc. Top Conc. Bot (Psi) (Psi) -47.5 21.3 -13.1 -248 -189 -217 -241 -274 -258 -264 -205 -235 -223 -211 -217 -134 -240 -187 -184 -355 -269 -69.6 -476 -273 -250 -294 -272 194 -803 -305 -411 19.4 -196 -96.2 -479 -287 -103 -265 -184 -294 -200 -247 -279 -220 -250 -241 -269 -255 -105 44.9 -30.3 -273 -240 -257 -247 -198 -222 -293 -131 -212 -427 -106 -267 -323 -235 -279 -42.6 -459 -207 -159 -311 -235 -89 -338 -214 -200 -275 -237 -120 -306 -213 -3.85 -518 -206 -65.2 -253 -152 -85.1 -231 -153 -312 -132 -222 -594 115 -240 -264 -170 -217 114 -729 -308 -134 -343 -239 99.2 -436 -168 76.1 -409 -166 -313 -108 -210 161 -527 -183 286 -633 -183 -176 -273 -225 -202 -178 -190 -221 -360 -291 -198 -256 -227 -312 -216 -264 -273 -164 -219 -345 -13.1 -214 -181 -168 -175 -139 -317 -228 -229 -354 -292 -132 -318 -225 -145 -320 -233 -127 -184 -155 191 -707 -258 -79.5 -278 -170 -375 -58.3 -217 -210 -215 -213 -361 -91.2 -226 61.6 -580 -191 -170 -129 -149 -146 -234 -190 Engineers Northwest - Rooffloor- Monday April 28, 2003 Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (Psi) (ksi) (ksi) (ksi) (-2250,424) - (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses; ' -" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross F3 Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 30 N.i Engineers Northwest - Roof.floor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (2) # Centroid (feet) 62 (59.71,-48.78,-0.3542) 63 (59.82,-34.99,-0.3542) 64 (60.63,-133.7,-0.3542) 65 (60.67,-122.5,-0.3542) 66 (61.31,-128.3,-0.3542) 67 (61.34,-110.3,-0.3911) 68 (61.34,-27.47,-0.3542) 69 (66.25,-68.88,-0.3542) 70 (66.25,-60.85,-0.3542) 71 (70.53,-50,-0.3542) 72 (70.61,-80,-0.3542) 73 (74.79,-27.47,-0.3542) 74 (75.58,-128.6,-0.3542) 75 (75.59,-108.8,-0,3542) 76 (80.12,-81.23,-0.3542) 77 (82.7,-78.84,-0.3542) 78 (85.25,-80,-0.3542) 79 (85.25,-50,-0.3542) 80 (85.4,-65.04,-0.3542) 81 (85.4,-51.17,-0.3542) 82 (85.4,-48.64,-0.3542) 83 (88.55,-108.8,-0.3542) 84 (88.61,-131,-0.3542) 85 (88.67,-27.47,-0.3542) 86 (89.87,-34.99,-0.3542) 87 (89.86,-21.16,-0.3542) 88 (90.58,-133.7,-0.3542) 89 (90.64,-111.2,-0.3542) 90 (90.64,-108.7,-0.3542) 91 (90.68,-125,-0.3542) 92 (90.68,-95.04,-0.3542) 93 (91.37,-131,-0.3542) 94 (91.37,-108.8,-0.3542) 95 (91.42,-27.47,-0.3542) 96 (97.3,-138.8,-0.3542) 97 (100.6,-50,-0.3542) 98 (100.6,-80,-0.3542) 99 (105,-25.27,-0.3542) 100 (105.8,-133.5,-0.3542) 101 (105.8,-108.8,-0.3542) 102 (109,-78.8,-0.3542) 103 (109.1,-65.04,-0.3542) 104 (117,-81.19,-0.3542) 105 (117.2,-51.25,-0.3542) 106 (117.2,-48.64,-0.3542) 107 (118.6,-133.5,-0.3542) 108 (118.6,-108.8,-0.3542) 109 (118.7,-25.27,-0.3542) 110 (120,-18.95,-0.3542) 111 (120.2,-141.1,-0.3542) 112 (120.1,-34.99,-0.3542) 113 (120.2,-125,-0.3542) 114 (120.2,-21.22,-0.3542) 115 (120.3,-138.8,-0.3542) 116 (120.3,-111.2,-0.3542) 117 (120.3,-108.7,-0.3542) 118 (120.3,-94.96,-0.3542) 119 (121.4,-108.8,-0.3542) 120 (121.4,-133.4,-0.3542) 121 (121.4,-25.21,-0.3542) 122 (124.4,-57.81,-0.3542) Conc. Top Conc. Bot Conc. Cent Conc Limits (psi) (Psi) -932 -261 178 -216 -124 -165 -104 -218 -89.6 -228 -523 -253 -144 -149 -146 -192 -150 -159 -442 -70.2 -438 -87.9 -158 -151 -380 -265 -126 -171 -419 -226 -377 -172 66.4 -87.8 122 -79.9 -135 -218 -466 -218 -487 -217 -348 -172 -134 -180 -106 -141 104 -222 -302 -226 -121 -209 -377 -230 -387 -227 -97.1 -216 -154 -228 -309 -173 -380 -171 -151 -139 -168 -179 -466 -86.2 -414 -99 -47.9 -101 -25.1 -145 -54.5 -150 -358 -199 -139 -182 -584 -240 -424 -227 -696 -236 -295 -150 -400 -135 -217 -93.6 -126 -251 -188 -236 -4.37 -233 -48.6 -243 -194 -236 -224 -259 -546 -236 -467 -235 -131 -243 -400 -134 -308 -152 -205 -91.5 -274 -249 (Psi) 410 -611 -206 -332 -368 -79.4 -153 -238 -168 301 262 -143 -151 -216 -33 33.3 -242 -281 -302 29.5 54.2 3.44 -226 -175 -548 -151 -298 -83 -66 -336 -303 -37 37.9 -126 -190 294 216 -154 -265 -246 -40.2 -226 104 -29.7 224 -4.33 131 29.5 -377 -285 -461 -438 -277 -293 72.9 -2.45 -354 133 3.33 22.3 -223 (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top Rebar Bot Rebar Limits Calc. (ksi) (ksi) (ksi) "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allovrable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 31 Engineers Northwest - Rooffloor- Monday April 28, 2003 Service LC: Design Section Stresses - Continued (3) # Centroid (feet) 123 (130,-50,-0.3542) 124 (130.1,-80,-0.3542) 125 (134.6,-133.5,-0.3542) 126 (134.7,-108.8,-0.3542) 127 (134.8,-80,-0.3542) 128 (135,-78.86,-0.3542) 129 (135,-65.04,-0.3542) 130 (134.9,-25.5,-0.3542) 131 (135,-50,-0.3542) 132 (139.9,-80,-0.3542) 133 (139.9,50,-0.3542) 134 (148.4,-81.19,-0.3542) 135 (148.5,-125,-0.3542) 136 (148.4,-25.21,-0.3542) 137 (148.6,-138.8,-0.3542) 138 (148.6,-133.5,-0.3542) 139 (148.6,-94.96,-0.3542) 140 (148.6,-111.3,-0.3542) 141 (148.6,-108.7,-0.3542) 142 (148.6,-108.8,-0.3542) 143 (148.7,-141.2,-0.3542) 144 (148.7,51.32,-0.3542) 145 (148.7,-48.71,-0.3542) 146 (148.7,-35.04,-0.3542) 147 (150.7,-21.31,-0.3542) 148 (150.7,-18.86,-0.3542) 149 (151.2,-25.29,-0.3542) 150 (151.3,-56.42,-0.3542) 151 (151.4,-108.8,-0.3542) 152 (151.4,-133.5,-0.3542) 153 (151.5,-80,-0.3542) 154 (151.5,-50,-0.3542) 155 (156.6,-65.19,-0.3542) 156 (157.1,-25.29,-0.3542) 157 (157.2,-80,-0.3542) 158 (157.2,-108.8,-0.3542) 159 (157.2,-50,-0.3542) 160 (157.3,-133.5,-0.3542) 161 (172.7,-108.8,-0.3542) 162 (172.8,-131.2,-0.3542) 163 (172.9,-80,-0.3542) 164 (173.1,50,-0.3542) 165 (173.1,-27.88,-0.3542) 166 (174.2,-138.8,-0.3542) 167 (178.6,-131.1,-0.3542) 168 (178.6,-108.8,-0.3542) 169 (178.7,-80,-0.3542) 170 (178.7,-50,-0.3542) 171 (178.8,-27.88,-0.3542) 172 (180.9,-65.19,-0.3542) 173 (181,-133.8,-0.3542) 174 (181,-111.2,-0.3542) 175 (181,-108.7,-0.3542) 176 (181.1,-125,-0.3542) 177 (181,-81.25,-0.3542) 178 (181,-78.84,-0.3542) 179 (181.1,-94.89,-0.3542) 180 (181,51.24,-0.3542) 181 (181,-48.75,-0.3542) 182 (181,-21.16,-0.3542) 183 (181.1,35.03,-0.3542) Conc. Top Conc. Bot. Conc. Cent Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (Psi) (Psi) (Psi) (Psi) (ksl) (kat) (ksi) -74.8 -90.2 -82.5 (-2250,424) -40 -105 -72.3 (-2250,424) -279 -16.7 -148 (-2250,424) -244 -34 -139 (-2250,424) -140 -4.22 -72.3 (-2250,424) 280 -596 -158 (-2250,424) -448 128 -160 (-2250,424) -163 -4.4 -83.9 (-2250,424) -179 13.4 -82.7 (-2250,424) -23.8 -125 -74.4 (-2250,424) -39.2 -125 -81.9 (-2250,424) 119 -594 -238 (-2250,424) -468 21.5 -223 (-2250,424) 88.7 -259 -85.2 (-2250,424) -216 -244 -230 (-2250,424) 61.4 -349 -144 (-2250,424) -413 -67.2 -240 (-2250,424) 192 -630 -219 (-2250,424) 133 -572 -219 (-2250,424) 220 -504 -142 (-2250,424) -253 -182 -217 (-2250,424) -14.6 -429 -222 (-2250,424) 230 -677 -224 (-2250,424) -522 87.1 -217 (-2250,424) -104 -301 -203 (-2250,424) -160 -234 -197 (-2250,424) 298 -473 -87.6 (-2250,424) -165 -280 -222 (-2250,424) 323 -618 -147 (-2250,424) 179 -466 -143 (-2250,424) 328 -555 -113 (-2250,424) 340 -575 -118 (-2250,424) -89.3 -206 -148 (-2250,424) -120 -54.8 -87.6 (-2250,424) -111 -112 -111 (-2250,424) -198 -116 -157 (-2250,424) -133 -96.4 -115 (-2250,424) -202 -73.5 -138 (-2250,424) -255 -111 -183 (-2250,424) -237 -86.7 -162 (-2250,424) -168 -38.6 -103 (-2250,424) -143 -45.8 -94.5 (-2250,424) -195 -65.3 -130 (-2250,424) -151 -165 -158 (-2250,424) 153 -492 -170 (-2250,424) 189 -559 -185 (-2250,424) 240 -440 -99.8 (-2250,424) 321 -498 -88.7 (-2250,424) , 56.8 -347 -145 (-2250,424) -287 -168 -227 (-2250,424) -181 -178 -180 (-2250,424) -9.73 -426 -218 (-2250,424) 2.12 -442 -220 (-2250,424) -347 -79.4 -213 (-2250,424) 61.1 -484 -211 (-2250,424) 46.2 -472 -213 (-2250,424) -365 -63.2 -214 (-2250,424) 129 -557 -214 (-2250,424) 223 -648 -213 (-2250,424) -121 -337 -229 (-2250,424) -598 165 -216 (-2250,424) .11 "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross VF3z- Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 32 y1� 41)3 Engineers Northwest - Roof. floor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (4) # Centroid (feet) 184 (181.3,-80,-0.3542) 185 (181.3,-108.8,-0.3542) 186 (181.4,-131,-0.3542) 187 (181.4,-50,-0.3542) 188 (181.4,-27.88,-0.3542) 189 (194.8,-108.8,-0.3542) 190 (194.8,-128.8,-0.3542) 191 (194.8,-80,-0.3542) 192 (194.8,-50,-0.3542) 193 (194.9,-27.88,-0.3542) 194 (201.6,-65.04,-0.3542) 195 (201.7,-78.91,-0.3542) 196 (208.5,-80,-0.3542) 197 (208.5,-50,-0.3542) 198 (208.5,-27.88,-0.3542) 199 (208.7,-110.3,-0.3911) 200 (208.7,-128.6,-0.3542) 201 (208.6,-27.88,-0.3542) 202 (209.5,-21.17,-0.3542) 203 (209.8,-48.65,-0.3542) 204 (209.8,-3499,-0.3542) 205 (211.1,-27.47,-0.3542) 206 (211.2,-128.8,-0.3542) 207 (211.3,-108.8,-0.394) 208 (211.9,-133.8,-0.3542) 209 (211.9,-122.5,-0.3542) 210 (213.1,-111.3,-0.4588) 211 (215.2,-108.7,-0.4737) 212 (211.9,-95.04,-0.3542) 213 (214.3,-81.32,-0.3542) 214 (222,-80,-0.3542) 215 (222.1,-50,-0.3542) 216 (224.8,-27.47,-0.3542) 217 (227.6,-78.88,-0.3542) 218 (227.6,-51.31,-0.3542) 219 (227.9,-64.58,-0.3542) 220 (228.9,-128.8,-0.3542) 221 (228.9,-108.8,-0.394) 222 (233.8,-80,-0.3542) 223 (233.8,50,-0.3542) 224 (238.6,-128.8,-0.3542) 225 (238.8,-27.47,-0.3542) 226 (239.5,-21.23,-0.3542) 227 (241.2,-27.47,-0.3542) 228 (241.4,-128.8,-0.3542) 229 (241.4,-48.56,-0.3542) 230 (241.4,-34.99,-0.3542) 231 (243.4,-122.5,-0.3542) 232 (243.4,-133.8,-0.3542) 233 (242.5,-111.2,-0.4649) 234 (242.5,-108.7,-0.4649) 235 (243.4,-95.04,-0.3542) 236 (245.1,-80,-0.3542) 237 (245.2,-108.8,-0.394) 238 (245.1,50,-0.3542) 239 (245.6,-81.3,-0.3542) 240 (245.6,-78.81,-0.3542) 241 (245.6,51.31,-0.3542) 242 (245.9,-65.04,-0.3542) 243 (247.8,-108.8,-0.394) 244 (247.8,-80,-0.3542) RF33 Conc. Top Conc. Bot Conc. Cent. Cone Limits Rebar Top Rebar Bot. Rebar Limits Calc. (Psi) (Psi) (Psi) (Psi) (ksi) (ksi) (ksi) 203 -399 -98 (-2250,424) 118 -486 -184 (-2250,424) -151 -196 274 -445 -27.7 -273 -216 -146 -116 -413 -179 -8.62 -195 51.6 -177 -161 -94.9 -234 -165 -221 68.8 -260 152 -287 -230 -94.9 -95.1 -488 -445 -79.9 -225 -99.7 -143 -245 261 -742 -624 192 -204 -119 -357 -168 84.7 -606 -212 -129 -273 -188 -206 -155 -291 -156 -327 -139 -50.7 -426 -202 -338 -128 -311 -169 -212 -0.899 -317 29.2 -387 -190 -146 -187 -381 -341 -0.185 -294 -199 -267 -161 -281 -330 -234 -243 -166 -295 -128 -373 107 -734 242 -595 -609 126 -271 -151 -159 -178 -34.8 -290 -71.9 -246 -325 -111 -210 -243 -5.17 -519 -139 -279 104 -434 119 -452 200 -568 -334 -115 -7.96 -513 -121 -331 -174 (-2250,424) -85.2 (-2250,424) -150 (-2250,424) -181 (-2250,424) -264 (-2250,424) -93.7 (-2250,424) -71.5 (-2250,424) -169 (-2250,424) -165 (-2250,424) -193 (-2250,424) -95.8 (-2250,424) -67.7 (-2250,424) -163 (-2250,424) -249 (-2250,424) -262 (-2250,424) -163 (-2250,424) -194 (-2250,424) -240 (-2250,424) -216 (-2250,424) -162 (-2250,424) -262 (-2250,424) -187 (-2250,424) -170 (-2250,424) -230 (-2250,424) -183 (-2250,424) -227 (-2250,424) -233 (-2250,424) -238 (-2250,424) -270 (-2250,424) -220 (-2250,424) -191 (-2250,424) -159 (-2250,424) -179 (-2250,424) -168 (-2250,424) -284 (-2250,424) -207 (-2250,424) -247 (-2250,424) -214 (-2250,424) -296 (-2250,424) -239 (-2250,424) -230 (-2250,424) -250 (-2250,424) -313 (-2250,424) -177 (-2250,424) -242 (-2250,424) -211 (-2250,424) -169 (-2250,424) -153 (-2250,424) -153 (-2250,424) -218 (-2250,424) -226 (-2250,424) -208 (-2250,424) -209 (-2250,424) -165 (-2250,424) -166 (-2250,424) -184 (-2250,424) -224 (-2250,424) -207 (-2250,424) -226 (-2250,424) • "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; '-" Indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." Indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 33 .tr=4^ v, svw�x�ce:?tri+a�arLo yxximm+i'r'i ia.w.w�.0 � Engineers Northwest - Rooffloor - Monday April 28, 2003 Service LC: Design Section Stresses - Continued (5) # Centrold (feet) 245 (247.9,-50,-0.3542) 246 (254.1,-27.47,-0.3542) 247 (257.6,-128.8,-0.3542) 248 (257.8,-108.8,-0.3542) 249 (258,-80,-0.3542) 250 (258,-50,-0.3542) 251 (261.9,-21.15,-0.3542) 252 (258,-133.7,-0.3542) 253 (263.6,34.99,-0.3542) 254 (263.7,51.41,-0.3542) 255 (263.7,-48.49,-0.3542) 256 (264,-122.6,-0.3542) 257 (264,-111.2,-0.3542) 258 (264,-108.7,-0.3542) 259 (264,-95.05,-0.3542) 260 (264,-64.97,-0.3542) 261 (264,-81.31,-0.3542) 262 (264,-78.79,-0.3542) 263 (268.6,50,-0.3542) 264 (268.7,-124.6,-0.3542) 265 (268.6,-80,-0.3542) 266 (268.7,-108.8,-0.3542) 267 (268.8,-27.47,-0.3542) Conc. Top Conc. Bot. (Psi) (Psi) -61.3 -356 -411 -151 -367 -184 -217 -273 -214 -228 -260 -147 -180 -280 58.7 195 -446 134 -11.3 -392 63.1 -466 -242 -213 347 -822 81.8 -532 -157 -132 -201 -116 -150 -265 -118 -303 -226 -208 -56.8 39.3 -245 -190 -259 -211 -252 -265 Conc. Cent. (Psi) -209 -281 -275 -245 -221 -203 -230 127 -156 -202 -201 -227 -238 -225 -144 -159 -208 -210 -217 -8.73 -217 -235 -258 Conc Limits (Psi) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) (-2250,424) Rebar Top Rebar Bot. (ksi) (ksi) Rebar Limits Calc. (ksi) "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" Indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Gross Engineers Northwest, Inc. P.S. Service LC: Design Section Stresses 34 Engineers Northwest - Rooffloor- Monday April 28, 2003 Factored LC: Design Section Summary # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. In.) (inches) 1 0 0.176 ACI 18.7 0 inf OK 2 0 0 0 int OK 3 0.263 ACI 18.7 0 0 Int OK 4 0 0 0 int OK 5 0 0 0 inf OK 6 0 0 0 int OK 7 0 0 0 int OK 8 0 0 0 Int OK 9 0 0 0 int OK 10 0.237 ACI 18.7 0 0 int OK 11 0 0 0 inf OK 12 0 0 0 int OK 13 0 0 0 int OK 14 0 0 0 int OK 15 0 0 0 inf OK 16 0 0 0 inf OK 17 0 0.189 ACI 18.7 0 inf OK 18 0 0 0 int OK 19 0 0 0 inf OK 20 0 0 0 Inf OK 21 0 5.5 ACI 18.70 inf OK 22 0 0 0 inf OK 23 0 0 0 inf OK 24 0 0 0 inf OK 25 0 0 0 Int OK 26 0 0 0 inf OK 27 0 0 0 inf OK 28 0 0 0 int OK 29 0 0 0 int OK 30 0 0 0 int OK 31 0 0 0 int OK 32 0 1.28 ACI 18.7 0 int OK 33 0 0 0 inf OK 34 0 0 0 int OK 35 5.15 ACI 18.7 0 0 inf OK 36 0 0 0 inf OK 37 0 0 0 inf OK 38 0 0 0 inf OK 39 0.741 ACI 18.7 0 0 inf OK 40 3.16 ACI 18.7 0 0 Int OK 41 0 0 0 inf OK 42 0 0 0 ird OK 43 0 0 0 inf OK 44 4.38 ACI 18.7 0 0 inf OK 45 0 0 0 int OK 46 0 0 0 int OK 47 0 0 0 inf OK 48 0 3.64 ACI 18.7 0 inf OK 49 0 0 0 inf OK 50 0 0 0 int OK 51 0 0 0 inf OK 52 0 0 0 int OK 53 0 0 0 inf OK 54 2.73 ACI 18.7 0 0 Inf OK 55 0 0 0 inf OK 56 0 0 0 Int OK 57 0 0 0 int OK 58 0 0 0 Inf OK 59 0 0 0 int OK 60 4.78 ACI 18.7 0 0 int OK 61 0 0 0 inf OK 62 6.8 ACI 18.7 0 0 Int OK 63 0 1.35 ACI 18.7 0 Int OK 64 0 0 0 inf OK 65 0 0 0 inf OK 66 3.67 ACI 18.7 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. urd' Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 35 Engineers Northwest - Rooftloor- Monday April 28, 2003 Factored LC: Design Section Summary - Continued (2) F3ce # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (inches) 67 0 0 0.34 9 ACI 11.4 OK 68 4.8 ACI 18.7 0 0 inf OK 69 0 0 0 Int OK 70 0 0 0 int OK 71 0 0 0 int OK 72 0 0 0 inf OK 73 0 4.05 ACI 18.7 0 int OK 74 0 0 0 int OK 75 0 0 0 int OK 76 0 0 0 Int OK 77 0 0 0 int OK 78 0 0 0 Int OK 79 0 0 0 inf OK 80 0 0 0 int OK 81 0 0 0 inf OK 82 0 0 0 int OK 83 0 0 0 int OK 84 0 0 0 int OK 85 3.38 ACI 18.7 0 0 Int OK 86 0 0 0 Int OK 87 0 0 0 int OK 88 0 0 0 int OK 89 0 0 0 inf OK 90 0 0 0 inf OK 91 0 0 0 int OK 92 0 0 0 int OK 93 0 0 0 inf OK 94 0 0 0 Inf OK 95 3.76 ACI 18.7 0 0 Int OK 96 0 0 0 inf OK 97 0.282 ACI 18.7 0 0 int OK 98 0 0 0 int OK 99 0 0 0 inf OK 100 0 0 0 inf OK 101 0 0 0 inf OK 102 0 0 0 inf OK 103 0 0 0 inf OK 104 2.93 ACI 18.7 0 0 int OK 105 0 0 0 inf OK 106 4.35 ACI 18.7 0 0 Inf OK 107 0 0 0 int OK 108 0 0 0 int OK 109 0 0 0 int OK 110 - 0 0 0 inf OK 111 0 0 0 int OK 112 0 0 0 Int OK 113 0 0 0 inf OK 114 0 0 0 Inf OK 115 0 0 0 inf OK 116 0 0 0 inf OK 117 0 0 0 int OK 118 0 0 0 inf OK 119 0 0 0 inf OK 120 0 0 0 Inf OK 121 0 0 0 int OK 122 0 0 0 inf OK 123 0 0 0 inf OK 124 0 0 0 Int OK 125 0 0 0 inf OK 126 0 0 0 Int OK 127 0 0 0 inf OK 128 1.13 ACI 18.7 0 0 Int OK 129 0 1.01 ACI 18.7 0 inf OK 130 0 0 0 Inf OK 131 0 0 0 inf OK 132 0 0 0 Inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 36 Engineers Northwest - Rooffloor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (3) 12F37 # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. in.) (sq. in.) (Inches) 133 0 0 0 inf OK 134 0.0658 ACI 18.7 0 0 int OK 135 0 0 0 inf OK 136 0 0 0 int OK 137 0 0 0 inf OK 138 0 0 0 inf OK 139 0 0 0 int OK 140 0.945 ACI 18.7 0 0 Inf OK 141 0.0456 ACI 18.7 0 0 inf OK 142 0.00673 ACI 18.7 0 0 inf OK 143 0 0 0 inf OK 144 0 0 0 Inf OK 145 0.954 ACI 18.7 0 0 int OK 146 0 0 0 int OK 147 0 0 0 int OK 148 0 0 0 int OK 149 0.845 ACI 18.7 0 0 inf OK 150 0 0 0 inf OK 151 1.71 ACI 18.7 0 0 inf OK 152 1.02 ACI 18.7 0 0 inf OK 153 0.833 ACI 18.7 0 0 int OK 154 2.01 ACI 18.7 0 0 Int OK 155 0.851 ACI 18.7 0 0 int OK 156 0 0 0 inf OK 157 0 0 0 inf OK 158 0 0 0 Inf OK 159 0 0 0 int OK 160 0 0 0 Inf OK 161 0 0 0 inf OK 162 0 0 0 inf OK 163 0 0 0 inf OK 164 0 0 0 int OK 165 0 0.796 ACI 18.7 0 inf OK 166 0 0 0 inf OK 167 0.226 ACI 18.7 0 0 int OK 168 0.642 ACI 18.7 0 0 int OK 169 0.235 ACI 18.7 0 0 inf OK 170 1.3 ACI 18.7 0 0 inf OK 171 5.34 ACI 18.7 0 0 inf OK 172 0 0 0 inf OK 173 0 0 0 int OK 174 0 0 0 Int OK 175 0 0 0 inf OK 176 0 0 0 inf OK 177 0 0 0 Inf OK 178 0 0 0 int OK 179 0 0 0 inf OK 180 0.311 ACI 18.7 0 0 inf OK 181 1.67 ACI 18.7 0 0 inf OK 182 0 0 0 inf OK 183 0 0.236 ACI 18.7 0 inf OK 184 0 0 0 Inf OK 185 0 0 0 inf OK 188 0 0 0 inf OK 187 0 0 0 inf OK 188 4.81 ACI 18.7 0 0 inf OK 189 0 0 0 inf OK 190 0 0 0 inf OK 191 0 0 0 inf OK 192 0 0 0 int OK 193 0 4.91 ACI 18.7 0 inf OK 194 0 0 0 Inf OK 195 0 0 0 inf OK 196 0 0 0 inf OK 197 0 0 0 Inf OK 198 3.67 ACI 18.7 0 0 Inf OK "Status" indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 37 y�!� 'NM.Y0/YY WWvv77��vv;;55 yL�SYrf/, Af'�Iq+t'LN�KPYlieinu'i, ��r:� Engineers Northwest - Roof. floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (4) 12..rlb # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. in.) (sq. in.) (sq. in.) (inches) 199 0 0 0.34 9 ACI 11.4 OK 200 0 0 0 Int OK 201 3.77 ACI 18.7 0 0 inf OK 202 0 0 0 inf OK 203 4.84 ACI 18.7 0 0 inf OK 204 0 1.66 ACI 18.7 0 Inf OK 205 4.84 ACI 18.7 0 0 inf OK 206 0 0 0 Inf OK 207 0 0 0 inf OK 208 0 0 0 Int OK 209 0 0 0 inf OK 210 0 0 0 Inf OK 211 0 0 0 int OK 212 0 0 0 inf OK 213 0 0 0 Inf OK 214 0 0 0 inf OK 215 0 0 0 int OK 216 0 3.47 ACI 18.7 0 Int OK 217 0 0 0 int OK 218 0 0 0 IM OK 219 0 0 0 inf OK 220 0 0 0 inf OK 221 0 0 0 inf OK 222 0 0 0 inf OK 223 0 0 0 inf OK 224 0 0 0 inf OK 225 4.41 ACI 18.7 0 0 inf OK 226 0 0 0 inf OK 227 5.39 ACI 18.7 0 0 inf OK 228 0 0 0 inf OK 229 2.09 ACI 18.7 0 0 inf OK 230 0 0.973 ACI 18.7 0 inf OK 231 0 0 0 int OK 232 0 0 0 int OK 233 0 0 0 inf OK 234 0 0 0 int OK 235 0 0 0 inf OK 236 0 0 0 inf OK 237 0 0 0 inf OK 238 0 0 0 inf OK 239 2.86 ACI 18.7 0 0 inf OK 240 3.18 ACI 18.7 0 0 lnf OK 241 4.44 ACI 18.7 0 0 inf OK 242 0 0.523 ACI 18.7 0 lnf OK 243 0 0 0 Int OK 244 0 0 0 Inf OK 245 0 0 0 inf OK 246 0 5.14 ACI 18.7 0 int OK 247 0 0 0 inf OK 248 0 0 0 inf OK 249 0 0 0 inf OK 250 0 0 0 Inf OK 251 0 0 0 int OK 252 0 0.00123 ACI 18.7 0 lnf OK 253 0 0 0 Int OK 254 0 0 0 Inf OK 255 0 0 0 inf OK 256 0 0 0 Inf OK 257 0.289 ACI 18.7 0 0 inf OK 258 0 0 0 inf OK 259 0 0 0 inf OK 260 0 0 0 Inf OK 261 0 0 0 inf OK 262 0 0 0 int' OK 263 0 0 0 Int OK 264 0 0.209 ACI 18.7 0 inf OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 38 Engineers Northwest - Roof floor - Monday April 28, 2003 Factored LC: Design Section Summary - Continued (5) # As Top Controlling As Bot Controlling As Shr Strp Spcg Controlling Status (sq. In.) (sq. In.) (sq. in.) (Inches) 265 0 0 0 Int OK 266 0 0 0 inf OK 267 0.213 ACI 18.7 0 0 Int OK "Status" Indicates whether Floor has found a feasible solution to satisfy the criteria selected for this section. Engineers Northwest, Inc. P.S. Factored LC: Design Section Summary 39 Engineers Northwest - Rooffloor - Monday April 28, 2003 Factored LC: Design Section Stresses # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (PO (ksi) (ksi) (ksi) 1 (1.21,-124.6,-0.3542) -114 114 -0.027 (-,-) Gross 2 (1.203,-80,-0.3542) -13.8 13.9 0.0186 (-;) Gross 3 (1.214,-27.47,-0.3542) 49.5 -45.2 2.18 (-;) Gross 4 (1.311,-108.8,-0.3542) -12.7 13.2 0.223 (-,-) Gross 5 (1.277,50,-0.3542) 15.5 -17.6 -1.06 (-,-) Gross 6 (5.539,-65.12,-0.3542) -791 876 42.8 (-,-) Gross 7 (5.626,-51.26,-0.3542) 983 -928 27.2 (-,-) Gross 8 (5.626,-48.67,-0.3542) 1120 -1080 18.8 (-;) Gross 9 (5.744,-122.6,-0.3542) -137 142 2.35 (-,-) Gross 10 (5.744,-111.2,-0.3542) 1520 -1490 14.4 (-,-) Gross 11 (5.703,-35.01,-0.3542) -1160 1160 4.12 (-,-) Gross 12 (5.744,-108.8,-0.3542) 1070 -1030 24.2 (-,-) - Gross 13 (5.744,-95.05,-0.3542) -730 798 33.8 (-,-) Gross 14 (5.744,-81.17,-0.3542) 826 -733 46.2 (-,-) Gross 15 (5.744,-78.72,-0.3542) 804 -711 46.4 (-;) - - Gross 16 (7.47,-21.24,-0.3542) 43.1 -48.8 -2.85 (-,) Gross 17 (13.74,-133.8,-0.3542) -147 147 -0.0508 (-,-) - Gross 18 (11.21,-108.8,-0.3542) -652 655 1.57 (-;) Gross 19 (11.41,-80,-0.3542) -704 697 -3.59 (-,-) Gross 20 (11.41,-50,-0.3542) -819 815 =1.68 (-,-) Gross 21 (14.81,-27.47,-0.3542) -956 974 8.85 (-,-) Gross 22 (15.78,-128.6,-0.3542) -197 210 6.52 (-,) Gross 23 (22.08,-108.8,-0.394) 900 -1370 4.85 (-,-) Gross 24 (22.2,-80,-0.3542) 667 -697 -14.9 (-,-) Gross 25 (22.2,50,-0.3542) 718 -724 -3 (-;) Gross 28 (24.89,-80,-0.3542) 645 -681 -17.8 (-;) Gross 27 (24.89,-50,-0.3542) 723 -727 -2.32 (-;) Gross 28 (25.01,-108.8,-0.394) 1040 -1580 5.57 (-,-) Gross 29 (27.45,-111.3,-0.4632) 683 -796 -2.01 (-,-) Gross 30 (27.45,-108.8,-0.4632) 666 -772 -0.222 (-,-) Gross 31 (26.38,-95.04,-0.3542) -792 809 8.58 (-,-) Gross 32 (28.18,35.01,-0.3542) -1150 1160 1.76 (-,-) Gross 33 (28.48,-122.5,-0.3542) -653 647 -2.71 (-,-) Gross 34 (28.78,-128.8,-0.3542) 1350 -1330 10.2 (-,) Gross 35 (28.72,-27.47,-0.3542) 925 -870 27.3 (-;) - Gross 36 (29.67,-81.19,-0.3542) 1070 -1010 26.2 (-,-) Gross 37 (29.67,-78.74,-0.3542) 1020 -960 27.8 (-,-) Gross 38 (29.67,-65.04,-0.3542) -767 808 20.5 (-,-) Gross 39 (29.67,-51.29,-0.3542) 1120 -1070 25.1 (-;) Gross 40 (29.67,-48.7,-0.3542) 1280 -1240 18.5 (-,-) Gross 41 (29.66,-21.24,-0.3542) 121 -130 -4.57 (-;) Gross 42 (30.63,-133.8,-0.3542) 42.3 -48.1 -2.88 (-;) Gross 43 (31.32,-128.8,-0.3542) 823 -783 19.6 (-;) Gross 44 (31.33,-27.47,-0.3542) 804 -732 36 (-;) Gross 45 (36.76,-80,-0.3542) -727 649 -38.9 (.,) Gross 46 (38.76,-50,-0.3542) -640 625 -7.41 (-,-) Gross 47 (41.55,-108.8,-0.394) -915 1470 23.7 (,-) Gross 48 (44.93,-27.47,-0.3542) -583 709 63.2 (-,-) Gross 49 (45.76,-128.8,-0.3542) -845 896 25.5 (-,-) Gross 50 (47.78,-80,-0.3542) 534 -642 -53.9 (-,) Gross 51 (47.78,-50,-0.3542) 552 -580 -13.7 (-,-) Gross 52 (53.71,-78.74,-0.3542) 489 -457 15.8 (-;) Gross 53 (54.02,-73.96,-0.3542) 49.2 -30.6 9.27 (-,-) Gross 54 (54.48,-81.27,-0.3542) 1240 -1280 -19 (-,-) Gross 55 (57.16,-111.2,-0.4578) 507 -607 -2.98 (-,-) Gross 56 (58.57,-95.04,-0.3542) -837 838 0.51 (-,-) Gross 57 (55.37,-108.8,-0.4716) 600 -678 -2.9 (-,-) Gross 58 (58.63,-128.8,-0.3542) 892 -816 38.2 (-,-) - Gross 59 (58.66,-108.8,-0.394) 1140 -1660 33 (-,-) Gross 60 (58.68,-27.47,-0.3542) 929 -742 93.3 (-,-) Gross .61 (59.63,-21.16,-0.3542) 109 -118 -4.35 (-,-) - Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. :'1;lcail:iiti Engineers Northwest, lnc. P.S. Factored LC: Design Section Stresses 40 Engineers Northwest - Rooffloor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (2) 0FA-1 # Centroid Conc. Top Conc. Bot Conc. Cent Conc Omits Reber Top Rebar Bot. Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (ksl) (ksi) (ksi) 62 (59.71,-48.78,-0.3542) 1600 -1650 -27.3 (-,-) Gross 63 (59.82,34.99,-0.3542) -1180 1160 -6.89 (-;) Gross 64 (60.63,-133.7,-0.3542) -12.5 8.69 -1.88 (-,-) Gross 65 (60.67,-122.5,-0.3542) -761 760 -0.425 (-,-) Gross 66 (61.31,-128.3,-0.3542) 838 -746 46.2 (-,-) Gross 67 (61.34,-110.3,-0.3911) 1270 -1830 58.9 (-,-) Gross 68 (61.34,-27.47,-0.3542) 938 -738 99.6 (-,-) Gross 69 (68.25,-68.88,-0.3542) -185 232 23.1 (-,-) Gross 70 (66.25,-60.85,-0.3542) -138 217 39.8 (-,-) Gross 71 (70.53,-50,-0.3542) 1250 -968 142 (-,-) Gross 72 (70.61,-80,-0.3542) 1190 -904 141 (-,-) - • Gross 73 (74.79,-27.47,-0.3542) -600 835 117 (-,-) Gross 74 (75.58,-128.6,-0.3542) -650 768 59.1 (-,-) Gross 75 (75.59,-108.8,-0.3542) -647 771 61.9 (-,-) Gross 76 (80.12,-81.23,-0.3542) 908 -912 -2.06 (-,-) Gross 77 (82.7,-78.84,-0.3542) 828 -825 1.35 (-;) Gross 78 (85.25,-80,-0.3542) -801 1040 121 (-;) Gross 79 (85.25,-50,-0.3542) -849 1120 134 (-;) - Gross • 80 (85.4,-65.04,-0.3542) -599 629 15.3 (-,-) - - Gross 81 (85.4,-51.17,-0.3542) 865 -882 -8.3 (-,-) - - Gross 82 (85.4,-48.64,-0.3542) 867 -891 -11.8 (-,-) _ Gross 83 (88.55,-108.8,-0.3542) 968 -817 75.8 (-,-) - - Gross 84 (88.61,-131,-0.3542) 791 -693 48.9 (-,-) - Gross 85 (88.67,-27.47,-0.3542) 731 -461 135 (-,-) - Gross 86 (89.87,-34.99,-0.3542) -1120 1120 -1.64 (-;) Gross 87 (89.86,-21.16,-0.3542) 182 -183 -0.79 (-,-) Gross 88 (90.58,-133.7,-0.3542) 106 -106 -0.00339 (-,-) Gross 89 (90.64,-111.2,-0.3542) 928 -921 3.39 (-,-) Gross 90 (90.64,-108.7,-0.3542) 945 -937 3.74 (-,-) Gross 91 (90.68,-125,-0.3542) -789 790 0.442 (-,-) Gross 92 (90.68,-95.04,-0.3542) -846 837 -4.4 (-;) Gross 93 (91.37,-131,-0.3542) 1040 -946 45.4 (-,) Gross 94 (91.37,-108.8,-0.3542) 1040 -887 78.6 (-,-) Gross 95 (91.42,-27.47,-0.3542) 799 -522 138 (-,-) Gross 96 (97.3,-138.8,-0.3542) 10.9 -6.78 2.05 (-,-) - Gross 97 (100.6,-50,-0.3542) 1280 -1020 130 (-,) Gross 98 (100.6,-80,-0.3542) 1140 -946 99.3 (-,-) Gross 99 (105,-25.27,-0.3542) -453 687 117 (-,-) Gross 100 (105.8,-133.5,-0.3542) -666 750 41.9 (-,-) Gross 101 (105.8;108.8,-0.3542) -606 787 90.6 (-,-) Gross 102 (109,-78.8,-0.3542) 793 -814 -10.3 (-,-) Gross 103 (109.1,55.04,-0.3542) -405 427 10.6 (-,-) Gross 104 (117,-81.19,-0.3542) 1120 -1190 -36.9 (-,-) Gross 105 (117.2,51.25,-0.3542) 867 -876 -4.54 (-;) Gross 106 (117.2,-48.64,-0.3542) 1370 -1400 -15.4 (-,-) Gross 107 (118.6,-133.5,-0.3542) 872 -781 45.3 (-,-) Gross 108 (118.6,-108.8,-0.3542) 1190 -1000 96.5 (-,-) Gross 109 (118.7,-25.27,-0.3542) 917 -683 117 (-,-) Gross 110 (120;18.95,-0.3542) 120 -124 -1.86 (-,-) Gross 111 (120.2,-141.1,-0.3542) 139 -140 -0.478 (-,-) Gross 112 (120.1,-34.99,-0.3542) -1050 1030 -12.1 (-,-) Gross 113 (120.2,-125,-0.3542) -1010 992 -9.55 (-,-) Gross 114 (120.2,-21.22,-0.3542) 321 -339 -9.27 (-,-) Gross 115 (120.3,-138.8,-0.3542) 437 -450 -6.72 (-,-) Gross 116 (120.3,-111.2,-0.3542) 1120 -1150 -14.4 (-,-) Gross 117 (120.3,-108.7,-0.3542) 997 -1020 -13.3 (-,-) Gross 118 (120.3,-94.96,-0.3542) -860 810 -25.1 (-,-) Gross 119 (121.4,-108.8,-0.3542) 1210 -1020 96.4 (-,-) Gross 120 (121.4,-133.4,-0.3542) 880 -788 45.8 (-,-) Gross 121 (121.4,-25.21,-0.3542) 935 -698 118 (-,-) Gross 122 (124.4,-57.81,-0.3542) 60.6 -43.1 8.77 (-,-) Gross "Centrokl" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated In the Gross Section stress calculation "Rebar Omits" indicates the maximum allowable reinforcement tensile stresses; "-' indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second Is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. ii.ii. ;fii: s7,"H`'.:_714 Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 41 Engineers Northwest - Rooffloor- Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (3) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (moi) (ksi) (ksi) 123 (130,-50,43542) 196 116 156 (-,-) - - Gross 124 (130.1,-80,0.3542) 184 45.2 115 (-,) Gross 125 (134.6,-133.5,-0.3542) -707 801 46.9 (-,-) Gross 126 (134.7,-108.8,-0.3542) -621 811 94.8 (-,-) Gross 127 (134.8,-80,-0.3542) -55.1 284 115 (-,-) Gross 128 (135,-78.86,-0.3542) 835 -921 -43.1 (-,-) Gross 129 (135,-65.04,-0.3542) -584 522 -31.4 (-,-) - Gross 130 (134.9;25.5,-0.3542) -535 775 120 (-,) Gross 131 (135,-50,-0.3542) -75.7 387 156 (-,) Gross 132 (139.9,-80,-0.3542) 241 -9.41 116 (-;) Gross 133 (139.9,-50,-0.3542) 226 83.9 155 (-,-) Gross 134 (148.4,-81.19,-0.3542) 902 -981 -39.3 (-,-) Gross 135 (148.5,-125,-0.3542) -1010 995 -9.97 (-,-) Gross 136 (148.4,-25.21,-0.3542) 989 -752 119 (-,) Gross 137 (148.6,-138.8,-0.3542) 472 -486 -7.19 (-,-) Gross 138 (148.6,-133.5,-0.3542) 915 -824 45.9 (-,-) Gross 139 (148.6,-94.96,-0.3542) -918 869 -24.4 (-,-) Gross 140 (148.6,-111.3,-0.3542) 1210 -1240 -14.6 (-,-) Gross 141 (148.6,-108.7,-0.3542) 1120 -1150 -13.7 (-,) Gross 142 (148.6,-108.8,-0.3542) 1270 -1080 95.3 (-,-) Gross 143 (148.7,-141.2,-0.3542) 142 -143 -0.614 (-,-) Gross 144 (148.7;51.32,-0.3542) 800 -818 -9.05 (-,-) - Gross 145 (148.7,-48.71,-0.3542) 1230 -1260 -15.4 (-,-) Gross 146 (148.7,-35.04,-0.3542) -1110 1090 -12.7 (-,-) Gross 147 (150.7,-21.31,-0.3542) 354 -371 -8.47 (-,-) Gross 148 (150.7,-18.86,-0.3542) 130 -130 -0.211 (-,-) Gross 149 (151.2,-25.29,-0.3542) 1190 -961 116 (-,) Gross 150 (151.3,-56.42,-0.3542) 19.9 -46 -13 (-,-) Gross 151 (151.4,-108.8,-0.3542) 1340 -1160 93.3 (-,-) Gross 152 (151.4,-133.5,-0.3542) 1000 -913 43.9 (-,-) Gross 153 (151.5,-80,-0.3542) 1140 -989 75 (-,-) - Gross 154 (151.5,-50,-0.3542) 1270 -1040 116 (-,-) Gross 155 (156.6,-65.19,-0.3542) 30.6 -7.18 11.7 (-,-) Gross 156 (157.1,-25.29,-0.3542) 16.7 214 116 (-,-) - Gross 157 (157.2,-80,-0.3542) -9.75 167 78.8 (-,-) - Gross 158 (157.2,-108.8,-0.3542) -29.9 212 91.2 (-,-) Gross 159 (157.2,-50,-0.3542) 40.5 190 115 (-,-) Gross 160 (157.3,-133.5,-0.3542) -54.2 140 42.8 (-,-) - Gross 161 (172.7,-108.8,-0.3542) -49.5 209 79.5 (-,-) Gross 162 (172.8,-131.2,-0.3542) -69.7 161 45.8 (-,-) Gross 163 (172.9,-80,-0.3542) -37.7 231 96.6 (-,-) Gross 164 (173.1,-50,-0.3542) 10.4 221 116 (-;) Gross 165 (173.1,-27.88,-0.3542) -2.82 290 143 (-;) Gross 166 (174.2,-138.8,-0.3542) 28.2 -25.9 1.12 (-,-) Gross 167 (178.6,-131.t-0.3542) 1130 -1040 43.5 (-,-) Gross 168 (178.6,-108.8,-0.3542) 1230 -1080 75.4 (-,-) Gross 169 (178.7,-80,-0.3542) 1140 -941 102 (-;) Gross 170 (178.7,-50,-0.3542) 1260 -1020 118 (-,-) Gross 171 (178.8,-27.88,-0.3542) 1080 -803 140 (-,) Gross 172 (180.9,-65.19,-0.3542) -579 601 10.7 (-,-) Gross 173 (181;133.8,-0.3542) 181 -181 -0.4 (-,) Gross 174 (181,-111.2,-0.3542) 997 -990 3.42 (-,-) Gross 175 (181,-108.7,-0.3542) 1000 -993 3.81 (-,-) Gross 176 (181.1,-125,-0.3542) -781 782 0.343 (-,-) Gross 177 (181,-81.25,-0.3542) 1030 -1040 -4.66 (-,) Gross 178 (181,-78.84,-0.3542) 1020 -1020 -0.9 (-,-) Gross 179 (181.1,-94.89,-0.3542) -935 924 -5.13 (-,-) Gross 180 (181,51.24,-0.3542) 1160 -1170 -0.991 (-,-) Gross 181 (181,-48.75,-0.3542) 1280 -1290 -6.64 (-,-) Gross 182 (181,-21.16,-0.3542) 214 -222 -3.94 (-,-) Gross 183 (181.1,-35.03,-0.3542) -1210 1200 -5.48 (-,-) Gross "Centroid" indicates the section centroid In X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses; "-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. fF4 Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 42 vitrs'sta Engineers Northwest - Roof floor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (4) X4.3 # Centroid Conc. Top Conc. Bot Conc. Cent. Conc Limits Rebar Top Rebar Bot Rebar Limits Calc. (feet) (Psi) (Psi) (Psi) (Psi) (k&) (ksi) (ksi) 184 (181.3,-80,-0.3542) 1130 -916 105 (-;) Gross 185 (181.3,-108.8,-0.3542) 1170 -1030 73.4 (-,-) Gross 186 (181.4,-131,-0.3542) 810 -714 48 (-,-) Gross 187 (181.4,-50,-0.3542) 1200 -966 119 (-,-) Gross 188 (181.4,-27.88,-0.3542) 990 -714 138 (-,-) - Gross 189 (194.8,-108.8,-0.3542) -726 849 61.5 (-,-) Gross 190 (194.8,-128.8,-0.3542) -694 810 58 (-;) Gross 191 (194.8,-80,-0.3542) -709 948 120 (-,-) Gross 192 (194.8,-50,-0.3542) -762 1010 125 (-,-) - Gross 193 (194.9,-27.88,-0.3542) -751 1000 126 (-,) - Gross 194 (201.6,-65.04,-0.3542) -31 103 36.2 (-,-) Gross 195 (201.7,-78.91,-0.3542) 325 -332 -3.35 (-,-) Gross • 196 (208.5,-80,-0.3542) 978 -690 144 (-,-) Gross 197 (208.5,-50,-0.3542) 1020 -753 133 (-,-) Gross 198 (208.5,-27.88,-0.3542) 760 -551 104 (-,-) Gross 199 (208.7,-110.3,-0.3911) 1200 -1720 58.4 (-,-) Gross 200 (208.7,-128.6,-0.3542) 755 -669 42.8 (-,-) Gross 201 (208.6,-27.88,-0.3542) 776 -567 104 (-,-) Gross 202 (209.5,-21.17,-0.3542) 120 -129 -4.5 (-,-) - Gross 203 (209.8,-48.65,-0.3542) 1230 -1290 -31.9 (-;) Gross 204 (209.8,34.99,-0.3542) -1190 1180 -5.64 (-,-) - Gross 205 (211.1,-27.47,-0.3542) 943 -748 98.3 (-,-) Gross 206 (211.2,-128.8,-0.3542) 872 -804 34.1 (-;) Gross 207 (211.3,-108.8,-0.394) 1130 -1660 32.3 (-,-) Gross 208 (211.9,-133.8,-0.3542) -7.07 3.98 -1.54 (-,-) r Gross 209 (211.9,-122.5,-0.3542) -715 715 0.0662 (-,-) Gross 210 (213.1;111.3,-0.4588) 514 -609 -1.12 (-,-) Gross 211 (215.2,-108.7,-0.4737) 606 -674 -0.249 (-,-) Gross 212 (211.9,-95.04,-0.3542) -854 860 3.16 (-,-) Gross 213 (214.3,-81.32,-0.3542) 962 -958 2.17 (-,-) Gross 214 (22Z-80,-0.3542) 601 -691 -45.1 (-r) - Gross ' 215 (222.1,-50,-0.3542) 583 -628 -22.1 (-,-) Gross 216 (224.8,-27.47,-0.3542) -538 697 79.9 (-,-) Gross 217 (227.6,-78.86,-0.3542) 994 -935 29.4 (-,-) Gross 218 (227.6,51.31,-0.3542) 1020 -961 30 (-;) Gross 219 (227.9,-64.58,-0.3542) -681 719 18.9 (-,-) Gross 220 (228.9,-128.8,-0.3542) -807 842 17.2 (-,-) Gross 221 (228.9,-108.8,-0.394) -910 1460 25 (-,-) Gross 222 (233.8,-80,-0.3542) -730 666 -32.2 (-,-) Gross 223 (233.8,-50,-0.3542) -655 627 -14.1 (-,-) Gross 224 (238.6,-128.8,-0.3542) 779 -745 16.6 (-,-) Gross 225 (238.8,-27.47,-0.3542) 816 -729 43.3 (-;) Gross 226 (239.5,-21.23,-0.3542) 141 -151 -5.06 (-,-) Gross 227 (241.2,-27.47,-0.3542) 969 -904 32.8 (-,-) Gross 228 (241.4,-128.8,-0.3542) 1310 -1300 6.89 (-,-) Gross 229 (241.4,-48.56,-0.3542) 1200 -1160 20.9 (-,-) Gross 230 (241.4,-34.99,-0.3542) -1150 1140 -1.81 (-,-) Gross 231 (243.4,-122.5,-0.3542) -657 650 -3.55 (-,-) Gross 232 (243.4,-133.8,-0.3542) 73.1 -80 -3.43 (-,-) Gross 233 (242.5;111.Z-0.4649) 711 -826 -3.54 (-;) Gross 234 (242.5,-108.7,-0.4649) 661 -764 -1.52 (-,-) Gross 235 (243.4,•95.04,-0.3542) -799 815 7.95 (-,-) Gross 236 (245.1,-80,-0.3542) 626 -655 -14.1 (-,-) Gross 237 (245.2,-108.8,-0.394) 1060 -1610 7.12 (-,-) Gross 238 (245.1,50,-0.3542) 696 -706 -5.27 (-,-) Gross 239 (245.6,-81.3,-0.3542) 1040 -990 24.9 (-,-) Gross 240 (245.6,-78.81,-0.3542) 1070 -1010 26 (-,-) - Gross 241 (245.8,51.31,-0.3542) 1190 -1140 22.8 (-;) Gross 242 (245.9,-65.04,-0.3542) -798 842 22 (-,-) Gross 243 (247.8,-108.8,-0.394) 951 -1450 5.31 (-,-) Gross 244 (247.8,-80,-0.3542) 698 -724 -12.6 (-,-) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" indicates the maximum allowable reinforcement tensile stresses; "-" indicates that no stress limit was calculated; if two values are reported the first value is for the top bar and the second is for the bottom bar "Cato." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 43 Engineers Northwest - Rooffloor - Monday April 28, 2003 Factored LC: Design Section Stresses - Continued (5) # Centroid Conc. Top Conc. Bot. Conc. Cent. Conc Limits Rebar Top Rebar Bot. Rebar Umits Calc. (feet) (Psi) (Psi) (P81) (PO (kel) (ksi) (ki) 245 (247.9,-50,-0.3542) 726 -738 -6.18 (-,-) Gross 246 (254.1,-27.47,-0.3542) -888 917 14.8 (-,-) Gross 247 (257.6,-128.8,-0.3542) -254 260 3.04 (-,) Gross 248 (257.8,-108.8,-0.3542) -593 598 2.3 (-,-) Gross 249 (258,-80,-0.3542) -678 669 -4.86 (-,-) Gross 250 (258,-50,-0.3542) -799 792 -3.38 (-,-) Gross 251 (261.9,-21.15,-0.3542) 85.7 -93.7 -4.02 (-,-) Gross 252 (258,-133.7,-0.3542) -156 156 -0.127 (-,-) Gross 253 (263.6,-34,99,-0.3542) -1120 1120 0.409 (-,-) Gross 254 (263.7,-51.41,-0.3542) 898 -845 26.4 (-,-) Gross 255 (263.7,-48.49,-0.3542) 983 -944 19.8 (-,-) Gross 256 (264,-122.6,-0.3542) -139 142 1.76 (-,-) Gross 257 (264,-111.2,-0.3542) 1460 -1430 12.4 (-,-) Gross 258 (264,-108.7,-0.3542) 1050 -1000 20.9 (-,-) Gross 259 (264,-05.05,-0.3542) -730 787 28.6 (-,-) Gross 260 (264,-64.97,-0.3542) -783 859 37.9 (-,-) Gross 261 (264,-81.31,-0.3542) 766 -685 40.9 (-,-) Gross 262 (264,-78.79,-0.3542) 796 -713 41.6 (-,-) Gross 263 (268.6,-50,-0.3542) -7.43 5.31 -1.06 (-,-) Gross 264 (268.7,-124.6,-0.3542) -135 135 -0.0639 (-,-) Gross 265 (268.6,-80,-0.3542) -31.2 31.2 0.0338 (-,-) - Gross 266 (268.7,-108.8,-0.3542) -4.26 4.93 0.336 (-,-) _ Gross 267 (268.8,-27.47,-0.3542) 41.6 -35.1 3.28 (-;) Gross "Centroid" indicates the section centroid in X,Y,Z coordinates. "Conc. Limits" Indicates the minimum and maximum allowable concrete stresses;'-" indicates that no stress limit was calculated. Rebar stresses are not calculated in the Gross Section stress calculation "Rebar Limits" Indicates the maximum allowable reinforcement tensile stresses;'-" indicates that no stress limit was calculated; if two values are reported the first value Is for the top bar and the second is for the bottom bar "Calc." indicates the type of calculation used to determine the stresses. Engineers Northwest, Inc. P.S. Factored LC: Design Section Stresses 44 ETABS v7.22 File: INS_TUKWILA_2_3 Kip -in Units PAGE 1 April 18, 2003 16:13 Engineers Northwest CONCRETE COLUMN DESIGN O U T PUT (ACI 318-99) BIAXIAL P -M INTERACTION AND SHEAR DESIGN OF COLUMN -TYPE ELEMENTS STORY COLUMN SECTION STATION < REQUIRED REINFORCING > ID LINE ID ID LONGITUDINAL COMBO SHEAR22 COMBO SHEAR33 COMBO STORY4 C5 COLUMN 0.000 5.760 DCON30 0.057 DCON28 0.057 DCON28 STORY4 C5 COLUMN 78.000 5.760 DCON30 0.056 DCON28 0.056 DCON28 STORY4 C5 COLUMN 156.000 5.760 DCON30 0.056 DCON28 0.056 DCON28 ( STORY3 C5 COLUMN 0.000 5.760 DCON30 0.058 DCON30 0.058 DCON30 STORY3 C5 COLUMN 78.000 5.760 DCON30 0.058 DCON30 0.058 DCON30 STORY3 C5 COLUMN 156.000 5.760 DCON30 0.058 DCON30 0.058 DCON30 STORY2 C5 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C5 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C5 COLUMN 180.000 5.760 DCON30 0.053 DCON23 0.053 DCON23 STORY1 C5 COLUMN 0.000 5.760 DCON30 0.076 DCON28 0.076 DCON28 STORY1 C5 COLUMN 60.000 5.760 DCON30 0.076 DCON28 0.076 DCON28 STORY1 C5 COLUMN 120.000 5.760 DCON30 0.075 DCON28 0.075 DCON28 P1 C5 COLUMN 0.000 5.760 DCON30 0.077 DCON28 0.077 DCON28 P1 C5 COLUMN 60.000 5.760 DCON30 0.077 DCON28 0.077 DCON28 P1 C5 COLUMN 120.000 5.760 DCON30 0.077 DCON28 0.077 DCON28 P2 C5 COLUMN 0.000 5.760 DCON30 0.077 DCON6 0.077 DCON6 P2 C5 COLUMN 60.000 5.760 DCON30 0.079 DCON24 0.079 DCON24 P2 C5 COLUMN 120.000 5.760 DCON30 0.079 DCON22 0.079 DCON22 STORY4 C10 COLUMN 0.000 5.760 DCON30 0.057 DCON12 0.057 DCON12 STORY4 C10 COLUMN 78.000 5.760 DCON30 0.056 DCON12 0.056 DCON12 STORY4 C10 COLUMN 156.000 5.760 DCON30 0.056 DCON12 0.056 DCON12 STORY3 C10 COLUMN 0.000 5.760 DCON30 0.058 DCON24 0.058 DCON24 STORY3 C10 COLUMN 78.000 5.760 DCON30 0.058 DCON24 0.058 DCON24 STORY3 C10 COLUMN 156.000 5.760 DCON30 0.058 DCON24 0.058 DCON24 STORY2 C10 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C10 COLUMN 90.000 5.760 DCON30 0.053 DCON23 0.053 DCON23 STORY2 C10 COLUMN 180.000 5.760 DCON30 0.053 DCON20 0.053 DCON20 STORY1 C10 COLUMN 0.000 5.760 DCON30 0.079 DCON11 0.079 DCON11 STORY1 C10 COLUMN 60.000 5.760 DCON30 0.078 DCON11 0.078 DCON11 STORY' C10 COLUMN 120.000 5.760 DCON30 0.078 DCON11 0.078 DCON11 P1 C10 COLUMN 0.000 5.760 DCON30 0.076 DCON7 0.076 DCON7 P1 ' C10 COLUMN 60.000 5.760 DCON30 0.075 DCON7 0.075 DCON7 P1 C10 COLUMN 120.000 5.760 DCON30 0.075 DCON7 0.075 DCON7 P2 C10 COLUMN 0.000 5.760 DCON30 0.077 DCON5 0.077 DCON5 P2 C10 COLUMN 60.000 5.760 DCON30 0.077 DCON5 0.077 DCON5 P2 C10 COLUMN 120.000 5.760 DCON30 0.077 DCON5 0.077 DCON5 ROOF C12 COLUMN 0.000 5.760 DCON30 0.061 DCON6 0.061 DCON6 ROOF C12 COLUMN 78.000 5.760 DCON30 0.060 DCON6 0.060 DCON6 ROOF C12 COLUMN 156.000 5.760 DCON30 0.060 DCON6 0.060 DCON6 LZ ETABS v7.22 File: INS_TUKWILA_2_3 Kip -in Units PAGE 2 April 18, 2003 16:13 Engineers Northwest CONCRETE COLUMN DESIGN O U T PUT (ACI 318-99) BIAXIAL P -M INTERACTION AND SHEAR DBSIGN OF COLUMN -TYPE ELEMENTS STORY COLUMN SECTION STATION < REQUIRED REINFORCING > ID LINE ID ID LONGITUDINAL COMBO SHEAR22 COMBO SHEAR33 COMBO STORY4 C12 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C12 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C12 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C12 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C12 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C12 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C12 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C12 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C12 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY1 012 COLUMN 0.000 5.760 DCON30 0.041 DCON28 0.041 DCON28 STORY1 C12 COLUMN 60.000 5.760 DCON30 0.042 DCON28 0.042 DCON28 STORY1 C12 COLUMN 120.000 5.760 DCON30 0.042 DCON28 0.042 DCON28 P1 C12 COLUMN 0.000 5.760 DCON30 0.042 DCON29 0.042 DCON29 P1 C12 COLUMN 60.000 5.760 DCON30 0.042 DCON29 0.042 DCON29 P1 C12 COLUMN 120.000 5.760 DCON30 0.042 DCON29 0.042 DCON29 P2 C12 COLUMN 0.000 6.196 DCON2 0.045 DCON29 0.045 DCON29 P2 C12 COLUMN 60.000 6.115 DCON2 0.045 DCON29 0.045 DCON29 P2 C12 COLUMN 120.000 5.905 DCON2 0.045 DCON29 0.045 DCON29 ROOF C13 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C13 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C13 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 013 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C13 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C13 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C13 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C13 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C13 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 013 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 013 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C13 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY1 C13 COLUMN 0.000 5.760 DCON30 0.055 DCON30 0.055 DCON30 STORY1 C13 COLUMN 60.000 5.760 DCON30 0.055 DCON30 0.055 DCON30 STORY1 C13 COLUMN 120.000 8.935 DCON2 0.055 DCON30 0.055 DCON30 P1 C13 COLUMN 0.000 10.793 DCON2 0.075 DCON30 0.075 DCON30 P1 C13 COLUMN 60.000 8.389 DCON2 0.076 DCON30 0.076 DCON30 P1 013 COLUMN 120.000 9.332 DCON2 0.076 DCON30 0.076 DCON30 P2 C13 COLUMN 0.000 14.065 DCON2 0.098 DCON30 0.098 DCON30 P2 C13 COLUMN 60.000 13.983 DCON2 0.098 DCON30 0.098 DCON30 P2 C13 COLUMN 120.000 13.796 DCON2 0.099 DCON30 0.099 DCON30 h .... .,.. •.i' ,..i(c,..a..,cd.%.ri txJiza„dwlic'z G3 ETABS v7.22 File: INS_TUKWILA_2_3 Kip -in Units PAGE 3 April 18, 2003 16:13 Engineers Northwest CONCRETE COLUMN DESIGN OUTPUT (ACI318-99) BIAXIAL P -M INTERACTION AND SHEAR DESIGN OF COLUMN -TYPE ELEMENTS STORY COLUMN SECTION STATION < REQUIRED REINFORCING > ID LINE ID ID LONGITUDINAL COMBO SHEAR22 COMBO SHEAR33 COMBO ROOF C14 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C14 COLUMN 78.000 5.760 DCON30 0.061 DCON30 0.061 DCON30 ROOF C14 COLUMN 156.000 5.760 DCON30 0.061 DCON30 0.061 DCON30 STORY4 C14 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C14 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C14 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C14 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C14 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C14 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C14 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C14 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C14 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY1 C14 COLUMN 0.000 5.760 DCON30 0.042 DCON29 0.042 DCON29 STORY1 C14 COLUMN 60.000 5.760 DCON30 0.042 DCON29 0.042 DCON29 STORY1 C14 COLUMN 120.000 5.760 DCON30 0.042 DCON29 0.042 DCON29 P1 C14 COLUMN 0.000 5.760 DCON30 0.043 DCON29 0.043 DCON29 P1 C14 COLUMN 60.000 5.760 DCON30 0.043 DCON29 0.043 DCON29 P1 C14 COLUMN 120.000 5.760 DCON30 0.043 DCON29 0.043 DCON29 P2 C14 COLUMN 0.000 10.809 DCON2 0.077 DCON29 0.077 DCON29 P2 C14 COLUMN 60.000 10.656 DCON2 0.077 DCON29 0.077 DCON29 P2 C14 COLUMN 120.000 10.516 DCON2 0.077 DCON29 0.077 DCON29 ROOF C17 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C17 COLUMN 78.000 5.760 DCON30 0.061 DCON29 0.061 DCON29 ROOF C17 COLUMN 156.000 5.760 DCON30 0.061 DCON24 0.061 DCON24 STORY4 C17 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C17 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C17 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C17 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C17 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C17 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C17 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C17 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C17 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY1 C17 COLUMN 0.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 STORY1 C17 COLUMN 60.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 STORY1 C17 COLUMN 120.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 P1 C17 COLUMN 0.000 6.189 DCON2 0.045 DCON24 0.045 DCON24 P1 C17 COLUMN 60.000 6.044 DCON2 0.045 DCON24 0.045 DCON24 P1 C17 COLUMN 120.000 5.897 DCON2 0.045 DCON24 0.045 DCON24 4..,41..11:,:_u� ETABS v7.22 File: INS_TUKWILA_2_3 Kip -in Units PAGE 4 April 18, 2003 16:13 Engineers Northwest CONCRETE COLUMN DESIGN OUTPUT (ACI 318-99) BIAXIAL P -M INTERACTION AND SHEAR DESIGN OF COLUMN -TYPE ELEMENTS CA - STORY COLUMN SECTION STATION < REQUIRED REINFORCING > ID LINE ID ID LONGITUDINAL COMBO SHEAR22 COMBO SHEAR33 COMBO P2 C17 COLUMN 0.000 12.393 DCON2 0.087 DCON23 0.087 DCON23 P2 C17 COLUMN 60.000 12.249 DCON2 0.087 DCON23 0.087 DCON23 P2 C17 COLUMN 120.000 12.105 DCON2 0.088 DCON23 0.088 DCON23 ROOF C18 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C18 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C18 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C18 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 018 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C18 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C18 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 018 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C18 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C18 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 018 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C18 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY1 C18 COLUMN 0.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 STORY1 C18 COLUMN 60.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 STORY1 C18 COLUMN 120.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 P1 C18 COLUMN 0.000 7.674 DCON2 0.057 DCON29 0.057 DCON29 P1 C18 COLUMN 60.000 7.538 DCON2 0.057 DCON22 0.057 DCON22 P1 C18 COLUMN 120.000 7.401 DCON2 0.057 DCON24 0.057 DCON24 P2 C18 COLUMN 0.000 13.220 DCON2 0.093 DCON23 0.093 DCON23 P2 C18 COLUMN 60.000 13.081 DCON2 0.093 DCON23 0.093 DCON23 P2 C18 COLUMN 120.000 12.941 DCON2 0.093 DCON23 0.093 DCON23 ROOF C23 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C23 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C23 COLUMN 156.000 5.760 DCON30 0.061 DCON30 0.061 DCON30 STORY4 C23 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C23 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C23 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C23 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C23 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C23 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C23 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C23 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C23 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY1 C23 COLUMN 0.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 STORY1 C23 COLUMN 60.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 STORY1 C23 COLUMN 120.000 5.760 DCON30 0.042 DCON24 0.042 DCON24 it ETABS v7.22 File: INS_TUKWILA_2_3 Kip -in Units PAGE 5 April 18, 2003 16:13 Engineers Northwest CON C R E T E COLUMN DESIGN OUTPUT (ACI 318-99) BIAXIAL P -M INTERACTION AND SHEAR DESIGN OF COLUMN -TYPE ELEMENTS G5 STORY COLUMN SECTION STATION < REQUIRED REINFORCING > ID LINE ID ID LONGITUDINAL COMBO SHEAR22 COMBO SHEAR33 COMBO P1 C23 COLUMN 0.000 6.304 DCON2 0.046 DCON24 0.046 DCON24 P1 C23 COLUMN 60.000 6.159 DCON2 0.046 DCON24 0.046 DCON24 P1 C23 COLUMN 120.000 6.013 DCON2 0.046 DC0N24 0.046 DC0N24 P2 C23 COLUMN 0.000 12.087 DCON2 0.086 DCON23 0.086 DCON23 P2 C23 COLUMN 60.000 11.941 DCON2 0.086 DC0N23 0.086 DC0N23 P2 C23 COLUMN 120.000 11.795 DCON2 0.086 DCON23 0.086 DCON23 ROOF C28 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ROOF C28 COLUMN 78.000 5.760 DCON30 0.061 DCON29 0.061 DCON29 ROOF C28 COLUMN 156.000 5.760 DCON30 0.061 DCON25 0.061 DCON25 STORY4 C28 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C28 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C28 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C28 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C28 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ST0RY3 C28 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DC0N30 STORY2 C28 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DC0N30 STORY2 C28 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C28 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY1 C28 COLUMN 0.000 5.760 DCON30 0.042 DCON23 0.042 DCON23 STORY1 C28 COLUMN 60.000 5.760 DCON30 0.042 DCON23 0.042 DCON23 STORY1 C28 COLUMN 120.000 5.760 DCON30 0.042 DCON23 0.042 DCON23 P1 C28 COLUMN 0.000 5.899 DCON2 0.043 DCON23 0.043 DC0N23 P1 C28 COLUMN 60.000 5.760 DCON30 0.043 DCON23 0.043 DCON23 P1 C28 COLUMN 120.000 5.760 DCON30 0.043 DCON23 0.043 DCON23 P2 C28 COLUMN 0.000 11.638 DCON2 0.083 DCON24 0.083 DC0N24 P2 C28 COLUMN 60.000 11.490 DCON2 0.083 DCON24 0.083 DCON24 P2 C28 COLUMN 120.000 11.341 DCON2 0.083 DCON24 0.083 DCON24 ROOF C39 COLUMN 0.000 5.760 DCON30 0.057 DCON11 0.057 DCON11 ROOF C39 COLUMN 78.000 5.760 DCON30 0.057 DCON11 0.057 DCON11 ROOF C39 COLUMN 156.000 5.760 DCON30 0.057 DCON11 0.057 DCON11 STORY4 C39 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C39 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY4 C39 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C39 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C39 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C39 COLUMN 156.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C39 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C39 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C39 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 ETABS v7.22 File: INS_TUKWILA_2 3 Kip -in Units PAGE 6 April 18, 2003 16:13. Engineers Northwest CON C R E T E COLUMN DESIGN OUT P U T (ACI 318-99) BIAXIAL P -M INTERACTION AND SHEAR DESIGN OF COLUMN -TYPE ELEMENTS STORY COLUMN SECTION STATION < REQUIRED REINFORCING > ID LINE ID ID LONGITUDINAL COMBO SHEAR22 COMBO SHEAR33 COMBO STORY1 C39 COLUMN 0.000 5.760 DCON30 0.043 DCON11 0.043 DCON11 STORY1 C39 COLUMN 60.000 5.760 DCON30 0.043 DCON11 0.043 DCON11 STORY1 C39 COLUMN 120.000 5.760 DCON30 0.043 DCON11 0.043 DCON11 P1 C39 COLUMN 0.000 5.760 DCON30 0.042 DCON12 0.042 DCON12 P1 C39 COLUMN 60.000 5.760 DCON30 0.042 DCON12 0.042 DCON12 P1 C39 COLUMN 120.000 5.760 DCON30 0.042 DCON12 0.042 DCON12 P2 C39 COLUMN 0.000 5.760 DCON30 0.042 DCON23 0.042 DCON23 P2 C39 COLUMN 60.000 5.760 DCON30 0.042 DCON23 0.042 DCON23 P2 C39 COLUMN 120.000 5.760 DCON30 0.042 DCON23 0.042 DCON23 ROOF C40 COLUMN 0.000 5.760 DCON30 0.055 DCON27 0.055 DCON27 ROOF C40 COLUMN 78.000 5.760 DCON30 0.055 DCON27 0.055 DCON27 ROOF C40 COLUMN 156.000 5.760 DCON30 0.054 DCON27 0.054 DCON27 STORY4 C40 COLUMN 0.000 5.760 DCON30 0.061 DCON4 0.061 DCON4 STORY4 C40 COLUMN 78.000 5.760 DCON30 0.061 DCON14 0.061 DCON14 STORY4 C40 COLUMN 156.000 5.760 DCON30 0.061 DCON14 0.061 DCON14 STORY3 C40 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C40 COLUMN 78.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY3 C40 COLUMN 156.000 5.760 DCON30 0.061 DCON29 0.061 DCON29 STORY2 C40 COLUMN 0.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C40 COLUMN 90.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY2 C40 COLUMN 180.000 5.760 DCON30 0.020 DCON30 0.020 DCON30 STORY1 C40 COLUMN 0.000 5.760 DCON30 0.078 DCON23 0.078 DCON23 STORY1 C40 COLUMN 60.000 5.760 DCON30 0.077 DCON23 0.077 DCON23 STORY1 C40 COLUMN 120.000 5.760 DCON30 0.077 DCON23 0.077 DCON23 P1 C40 COLUMN 0.000 5.760 DCON30 0.079 DCON28 0.079 DCON28 P1 C40 COLUMN 60.000 5.760 DCON30 0.079 DCON6 0.079 DCON6 P1 C40 COLUMN 120.000 5.760 DCON30 0.079 DCON6 0.079 DCON6 P2 C40 COLUMN 0.000 5.760 DCON30 0.079 DCON12 0.079 DCON12 P2 C40 COLUMN 60.000 5.760 DCON30 0.079 DCON12 0.079 DCON12 P2 C40 COLUMN 120.000 5.760 DCON30 0.078 DCON12 0.078 DCON12 STORY1 C43 COLUMN 0.000 5.760 DCON30 0.097 DCON28 0.097 DCON28 STORY1 C43 COLUMN 60.000 5.760 DCON30 0.096 DCON28 0.096 DCON28 STORY1 C43 COLUMN 120.000 10.000 DCON2 0.096 DCON28 0.096 DCON28 P1 C43 COLUMN 0.000 5.760 DCON30 0.074 DCON28 0.074 DCON28 P1 C43 COLUMN 60.000 5.760 DCON30 0.074 DCON28 0.074 DCON28 P1 C43 COLUMN 120.000 5.760 DCON30 0.073 DCON28 0.073 DCON28, P2 C43 COLUMN 0.000 5.760 DCON30 0.077 DCON14 0.077 DCON14 P2 C43 COLUMN 60.000 5.760 DCON30 0.077 DCON14 0.077 DCON14 P2 C43 COLUMN 120.000 5.760 DCON30 0.076 DCON14 0.076 DCON14 Jn. i'�JtJ.GJ.r ENSENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS PROJECT # d /2-`U PROJECT SUBJECT LVC-C-)1-l�Cj 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 14 6611 C SE '' G(c.- lI ltx-1 ���t ✓L-. F. mss_, 4 Ase DATE A -11v (03 SHEET C---? Of C ASS (- s *. rlam)\ of -lo /�:� 12- 1A -/z_ ZL4/Z' ,/E3" Cab Cs) Z� = ��(I1 (23 Vie_ c3 -cs //( IEN\T ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. 11205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 02/(0 PROJECT DATE 4-/t'4-rCn SUBJECT („, k Ll _Cj SHEET b-) ( OF By Ir)i-k 6r-=14_, c am,_ .cam C L2kL L s %a R § MP3 e Pz- �: 7;f) PELF 0 . FP : -P - Lr7C )t 115 Lc. -' .a37S.%�-' PZ 4. P( = 123 ± eAgr I�r- PoPc-C. .x l 8Es l �cs�oi2 G, 14_ 7.-- UPgarD,Ucotlf-vcS" IE5Y . � 5_ Gee -10 s (77) (f(`)CtZ.3-t- . oZ> = Z F (ICO' >(. OT)� _ [. 28 _ _F •c- Z. 2--t (lc; )(- t t 3 = G. �. -E- (tc,`Y Z- L' --F n= leomLc, =2c) — O. 75 � C -' (k)o)((-()(•Ls * 2.c? + (u`X. [13) . k -u t� - Z. 7.5 + (il'Yeoc›)C.s") 3-G�k.� + (tctX.(g3) L 3 •c- —t- 1i' (. as -- P_-Ct.cce:.)(t.Xr.0)=lc iFr- ZtP•F iiP'lg1V,� ENSENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E..11205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # OU Cb PROJECT 11•.(‘- T U Z i Lc_ 4 DATE _4114_0_3______ _ SHEET wZ OF BY `(Of\ SUBJECT 6.--)ALI—/-7 !DL. (18.s'(. L - Z. �k-�- + 113) =- � Z� k -t - Lt 1 42't (16 .c -AC may. c) , - l a.s . s (.e>s•c� (1-5) - 9 8' L . �'u..%�I.�i1�1:i(!.i'sSiL�.Jflh?D�YYli4t:iidi::Lt.� t+r t IY�L�Y.A Page 1 11 Summary ENGINEERS NORTHWEST, INC. P.S. Seattle, Washington Voice: (206) 525-7569 Fax: (206) 522-6698 Title : INS Tukwila Job # 02110.000 Dsgnr: TDM Date: 11:47PM, 28 APR 03 Description : Multi -story concrete office bldg w/ shear walls Scope : Foundations %3 Rwt 510001 Tilt -Up Wall Panel Design Description Basement wall - grid 2 & 11 General Information Clear Height Parapet Height Thickness Bar Size Bar Spacing Bar Depth Max Defl. Ratio Concrete Weight 9.330 ft 0.000 ft 18.000 in 7 10.000 in 15.500 in 150.0 150.00 pcf fc Fy Phi Width 4,000.0 psi 60,000.0 psi 0.900 12.000 in Seismic Zone Min Vert Steel % Min Horiz Steel % Base Fixity Wall Seismic Factor Parapet Seismic Factor LL & ST Together Using: ACI Eq. 9-7 for leff & Iterating Deflections Parapet Weight Counteracts Middle 3 0.0025 0.0025 0 % 0.1800 0.3000 Loads Lateral Loads Wind Load psf Point Load lbs ...height ft ...load type Seismic Lateral Load ...distance to top ...distance to bot ...load type 850.00 #/ft 9.330 ft ft Seismic Vertical Loads Uniform DL 8,160.00 #/ft Uniform LL 1,920.00 #/ft ...eccentricity 1.000 in Concentric DL Concentric LL Seismic "1" Magnifier Wind "1" Magnifier 1.000 1.000 #/ft #Ift Wall Analysis Basic Defl w/o P -Delta Basic M w/o P -Delta Moment Excess of Mcr Max. P -Delta Deflection Max P -Delta Moment For Factored Seismic 0.011 168,497.7 0.0 0.011 168,625.7 Maximum Allow Vertical Bar Spacing Maximum Allow Horizontal Bar Spacing 1 Load Stresses Wind 0.000 in 5,508.0 ink# 0.0 in-# 0.000 in 11,016.0 ink# 13.333 in 13.333 in For Service Load Seismic 0.000 10, 328.2 0.0 0.008 121,412.0 Deflections Wind 0.000 in 5,040.0 in-# 0.0 ink# 0.000 in 10,080.0 ink# Parapet Bar Spacing Req'd : SEISMIC 13.333 in Parapet Bar Spacing Req'd : WIND 13.333 in Wall Design OK 9.33ft clear height, 0.00ft parapet, 18.00in thick with #7 bars at 10.00in on center, d= 15.50in, fc = 4,000.0p: Using: ACI Eq. 9-7 for leff & Iterating Deflections Factored Load Bending : Seismic Load Governs Service Load Deflection : Seismic Load Governs Maximum Iterated Moment : Mu 402,765.06 1n4 Maximum Iterated Deflection 0.250 in Moment Capacity 518,577.73 in- # Deflection Limit 1.520 in Mn * Phi : Moment Capacity Applied: Mu @ Mid -Span Applied: Mu @ Top of Wall Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage Allowable Max. Reinf. Percent = 0.5 * Rho Bal Actual Axial Stress : (Pw + Po ) / Ag Allowable Axial Stress = 0.4 * fm Seismic 690,740.40 in-# 168,625.70 in-# 14,111.99 in-# 0.01 in 14,735 : 1 0.0039 0.0171 51.53 psi 160.00 psi Wind 667,045.61 in-# 11,016.00 in-# 11,016.00 in -it 0.00 in 290308 : 1 0.0039 0.0171 51.53 psi 160.00 psi } ENGINEERS NORTHWEST, INC. P.S. Seattle, Washington Voice: (206) 525-7569 Fax: (206) 522-6698 Title : INS Tukwila Job # 02110.000 Dsgnr: TDM Date: 11:47PM, 28 APR 03 Description : Multi -story concrete office bldg w/ shear walls Scope : Foundations LF.160: 510001 Tilt -Up Wall Panel Design Page 2 Description Basement wall - grid 2 & 11 [Analysis Data E n = Es / Ec Fr Multiplier for sqrt(fc) Ht / Thk Ratio 3,604,996.5 psi 8.04 5.000 6.22 Values for Mn Calculation... As:eff= (Pu:tot + AsFy]/Fy a : (AsFy + Pu)/(.85 fc b) c=a/.85 [gross (cracked 1-eff (ACI methods only) Phi: Capacity Reduction Mn = As:eff Fy (d - a/2) Seismic 0.980 in 1.441 in 1.695 in 5,832.000 in4 1,521.43 in4 .5,832.00 in4 0.900 767,489.34 in4 Sgross Mcr = S * Fr Fr Rho: Bar Reinf Pct 648.000 in3 204,915.6 in4 316.23 psi 0.0285 Wind 0.922 in 1.356 in 1.595 in 5,832.00 in4 1,450.22 in4 5,832.00 in4 0.900 741,161.78 in4 Additional Values Loads used for analysis Wall Weight 225.000 psf Wall Wt * Wall Seismic Factor 40.500 psf Wall Wt * Parapet Seismic Factor 67.500 psf Service Applied Axial Load 10,080.00 #/ft Service Wt c@ Max Mom 1,049.62 #/ft Total Service Axial Loads 11,129.62 #/ft Factored Loads Seismic Applied Axial Load 14,111.99 Lateral Wall Weight 1,469.47 Total Lateral Loads 15,581.47 Wind 11,016.00 #/ft 1,102.11 #/ft 12,118.10#/ft ACI Factors (per ACI, applied internally to entered Toads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 UBC 1921.2.7 "1.4" Factor 0.900 UBC 1921.2.7 "0.9" Factor 0.900 1.300 1.400 ,Cl.:ufe'4ai.F? 4V. t10 1 ENGINEERS NORTHWEST, INC. P.S. Seattle, Washington Voice: (206) 525-7569 Fax: (206) 522-6698 1___„Rwt 516001 Title : INS Tukwila Job # 02110.000 Dsgnr: TDM Date: 11:47PM, 28 APR 03 Description : Multi -story concrete office bldg w/ shear walls Scope : Foundations Tilt -Up Wall Panel Design Description Basement wall - grid E & F Page 1 II General Information Clear Height Parapet Height Thickness Bar Size Bar Spacing Bar Depth Max Defl. Ratio Concrete Weight 9.330 ft 0.000 ft 12.000 in 7 12.000 in 9.500 in 150.0 150.00 pcf fc Fy Phi Width 4,000.0 psi 60,000.0 psi 0.900 12.000 in Seismic Zone 3 Min Vert Steel % 0.0025 Min Horiz Steel % 0.0025 Base Fixity 0 % Wall Seismic Factor 0.1800 Parapet Seismic Factor 0.3000 LL & ST Together Using: ACI Eq. 9-7 for teff & Iterating Deflections Parapet Weight Counteracts Middle 1 Loads Lateral Loads Wind Load Point Load ...height ...load type Lateral Load ...distance to top ...distance to bot ...load type psf lbs ft Seismic 850.00 #/ft 9.330 ft ft Seismic Vertical Loads Uniform DL Uniform LL ...eccentricity Concentric DL Concentric LL Seismic "I" Magnifier Wind "I" Magnifier 9,830.00 #/ft 2,220.00 #/ft 1.000 in #/ft #/ft 1.000 1.000 Wall Analysis Basic Defl w/o P -Delta Basic M w/o P -Delta Moment Excess of Mcr Max. P -Delta Deflection Max P-Detta Moment For Factored Seismic 0.091 167,217.6 77, 004.8 0.091 168,078.4 Maximum Allow Vertical Bar Spacing Maximum Allow Horizontal Bar Spacing Summary Load Stresses Wind 0.000 in 6,576.0 in-# 0.0 in-# 0.002 in 13,152.0 ink# 18.000 in 18.000 in For Service Load Seismic 0.001 9,550.5 29,703.1 0.026 120,776.7 Deflections Wind 0.000 in 6,025.0 in -i# 0.0 in-# 0.002 in 12,050.0 ink# Parapet Bar Spacing Req'd : SEISMIC 18.000 in Parapet Bar Spacing Req'd : WIND 18.000 in Wall Design OK 9.33ft clear height, 0.00ft parapet, 12.O0in thick with #7 bars at 12.00in on center, d= 9.50in, fc = 4,000.0psi Using: ACI Eq. 9-7 for Teff & Iterating Deflections Factored Load Bending : Seismic Load Governs Service Load Deflection : Seismic Load Governs Maximum Iterated Moment : Mu Moment Capacity 402,765.06 in-# 518,577.73 in-# Mn * Phi : Moment Capacity Applied: Mu @ Mid -Span Applied: Mu @ Top of Wall Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage Allowable Max. Reinf. Percent = 0.5 * Rho Bal Actual Axial Stress : (Pw + Po ) / Ag Allowable Axial Stress = 0.4 * fm Maximum Iterated Deflection Deflection Limit Seismic 372,205.16 in-# 168,078.40 in-# 16,869.99 in-# 0.03 in 4,382 : 1 0.0053 0.0171 88.54 psi 160.00 psi 0.250 in 1.520 in Wind 355,339.61 in-# 13,152.00 in-# 13,151.99 in-# 0.00 in 71,886 : 1 0.0053 0.0171 88.54 psi 160.00 psi ENGINEERS NORTHWEST, INC. P.S. Seattle, Washington Voice: (206) 525-7569 Fax: (206) 522-6698 1..._R.., 510001 Title : INS Tukwila Job # 02110.000 Dsgnr: TDM Date: 11:47PM, 28 APR 03 Description : Multi -story concrete office bldg w/ shear walls Scope : Foundations Tilt -Up Wall Panel Design Page 2 Description Basement wall - grid E & F Analysis Data E n=Es/Ec Fr Multiplier for sgrt(fc) Ht / Thk Ratio 3,604,996.5 psi 8.04 5.000 9.33 Values for Mn Calculation... As:eff= [Pu:tot + AsFy]/Fy a : (AsFy + Pu)/(.85 fc b) c=a/.85 {gross (cracked I-eff (ACI methods only) Phi: Capacity Reduction Mn = As:eff Fy (d - a/2) Seismic 0.897 in 1.320 in 1.553 in 1,728.000 in4 470.97 in4 1,728.00 in4 0.900 413,561.29 in4 Sgross Mcr = S * Fr Fr = Rho: Bar Reinf Pct 288.000 in3 91,073.6 in-# 316.23 psi 0.0285 Wind 0.831 in 1.223 in 1.438 in 1,728.00 in4 446.58 in4 1,728.00 in4 0.900 394,821.79 in4 Additional Values Loads used for analysis Wall Weight 150.000 psf Wall Wt *Wall Seismic Factor 27.000 psf Wall Wt * Parapet Seismic Factor 45.000 psf Service Applied Axial Load 12,050.00 #/ft Service Wt @ Max Mom 699.75 #/ft Total Service Axial Loads 12,749.75 #/ft Factored Loads Seismic Applied Axial Load 16,869.99 Lateral Wall Weight 979.65 Total Lateral Loads 17,849.64 Wind 13,151.99 #/ft 734.74 #/ft 13,886.73 #/ft ACI Factors (per ACI, applied internally to entered Toads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST* : 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor 1.400 UBC 1921.2.7 "0.9" Factor 0.900 • ENSENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS PROJECT # PROJECT 6869 WOODLAWN AVE. N. E..11205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 DATE d-/ CC SUBJECT 4._)4L -L‘, SHEET C., 7 OF BY 7D,11 11P.1 It'.. Awtik, S45 -k3 + 4; 49. I cz) e PF .16,3 kms' t 7 3 to ( %X (7.31':5F). _ 2 lc. te-LF-- �x Act -L, (u' t,' )6. CS k -c -r)+ L. tc,. (,()C('V ! Gok.c_F-) q2.= 7.Z4 kLP (mac L G 3rd' cre_. (3c (7. zci,) K- ENGINEERS NORTHWEST, INC. P.S. Seattle, Washington Voice: (206) 525-7569 Fax: (206) 5224698 Title : INS Tukwila Job # 02110.000 Dsgnr: TDM Date: 11:47PM, 28 APR 03 Description : Mufti -story concrete office bldg wl shear walls Scope : Foundations Rost 510001 Tilt -Up Wall Panel Design Page 1 Description Basement wall - at ramp General Information Clear Height Parapet Height Thickness Bar Size Bar Spacing Bar Depth Max Defl. Ratio Concrete Weight 19.000 ft 0.000 ft 12.000 in. 7 12.000 in 15.500 in 150.0 150.00 pcf fc 4,000.0 psi Seismic Zone 3 Fy 60,000.0 psi Min Vert Steel % 0.0025 PN 0.900 Min Horiz Steel % 0.0025 Width 12.000 in Base Fixity 0 % Wall Seismic Factor 0.1800 Parapet Seismic Factor 0.3000 LL & ST Together Using: ACI Eq. 9-7 for Teff & Iterating Deflections Parapet Weight Counteracts Middle Loads Lateral Loads Wind Load Point Load ...height ...load type Lateral Load ...distance to top ...distance to bot ...load type psf lbs ft Seismic 500.00 #/ft 19.000 ft ft Seismic Vertical Loads Uniform DL Uniform LL ...eccentricity Concentric DL Concentric LL Seismic "I" Magnifier Wind "I" Magnifier 2,160.00 #/ft 1,250.00 #/ft 1.000 in #/ft #/ft 1.000 1.000 Wall Analysis Basic Defl w/o P -Delta Basic M w/o P -Delta Moment Excess of Mcr Max. P -Delta Deflection Max P -Delta Moment For Factored Seismic 0.510 401,030.5 311,691.5 0.512 402,765.1 Maximum Allow Vertical Bar Spacing Maximum Allow Horizontal Bar Spacing Load Stresses Wind 0.000 in 1,930.9 in-# 0.0 1n4 0.002 in 3,861.7 1n4 18.000 in 18.000 in For Service Load Seismic 0.013 16, 325.5 196,606.9 0.250 287,680.5 Deflections Wind 0.000 in 1,705.0 in-# 0.0 in-# 0.002 in 3,410.0 in # Parapet Bar Spacing Req'd : SEISMIC 18.000 in Parapet Bar Spacing Req'd : WIND 18.000 in Summary Wall Design OK 19.00ft clear height, 0.00ft parapet, 12.00in thick with #7 bars at 12.00in on center, d= 15.50in, fc = 4,000.0 Using: ACI Eq. 9-7 for Teff & Iterating Deflections Factored Load Bending : Seismic Load Governs Maximum Iterated Moment : Mu Moment Capacity 402,765.06 in-# 518,577.73 in-# Mn * Phi : Moment Capacity Applied: Mu © Mid -Span Applied: Mu @ Top of Wall Max Iterated Service Load Deflection Actual Deflection Ratio Actual Reinforcing Percentage Allowable Max. Reinf. Percent = 0.5 * Rho Bal Actual Axial Stress : (Pw + Po ) / Ag Allowable Axial Stress = 0.4 * fm Service Load Deflection : Seismic Load Governs Maximum Iterated Deflection 0.250 in Deflection Limit 1.520 in Seismic 518,577.73 in-# 402,765.06 in-# 4,774.00 in-# 0.25 in 911 : 1 0.0032 0.0171 33.58 psi 160.00 psi Wind 512,267.56 in -4# 3,861.75 in-# 3,861.75 in-# 0.00 in 124649 : 1 0.0032 0.0171 33.58 psi 160.00 psi iTeA ENGINEERS NORTHWEST, INC. P.S. Seattle, Washington Voice: (206) 525-7569 Fax: (206) 522-6698 Title : INS Tukwila Job # 02110.000 Dsgnr: TDM Date: 11:47PM, 28 APR 03 Description : Multi -story concrete office bldg w/ shear walls Scope : Foundations 61)9 [_Rvt 510001 Tilt -Up Wall Panel Design Page 2 Description Basement wall - at ramp Analysis Data E n = Es / Ec Fr Multiplier for sgrt(fc) Ht / Thk Ratio 3,604,996.5 psi 8.04 5.000 19.00 Values for Mn Calculation... As:eff= [Pu:tot + AsFy]/Fy a : (AsFy + Pu)/(.85 fc b) c=a/.85 (gross (cracked I-eff (ACI methods only) Phi: Capacity Reduction Mn = As:eff Fy (d - a/2) Seismic 0.713 in. 1.048 in 1.233 in 1,728.000 in4 1,174.64 in4 1,728.00 in4 0.900 576,197.48 ink# Sgross Mcr=S*Fr Fr = Rho: Bar Reinf Pct 288.000 in3 91,073.6 in4 316.23 psi 0.0285 Wind 0.689 in 1.014 in 1.193 in 1,728.00 in4 1,141.86 in4 1,728.00 in4 0.900 569,186.18 in4 Additional Values Loads used for analysis Wall Weight 150.000 psf Wall Wt * Wall Seismic Factor 27.000 psf Wall Wt * Parapet Seismic Factor 45.000 psf Service Applied Axial Load 3,410.00 #/ft Service Wt @ Max Mom 1,425.00 #/ft Total Service Axial Loads 4,835.00 #/ft Factored Loads Seismic Applied Axial Load Lateral Wall Weight Total Lateral Loads 4,774.00 1,995.00 6,769.00 Wind 3,861.75 #/ft 1,496.25 #/ft 5,358.00 #/ft ACI Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor 1.400 UBC 1921.2.7 "0.9" Factor 0.900 ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT 11 SUBJECT oub 6869 WOODLAWN AVE. N. E.. 11205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522.6698 PROJECT DATE ¢ - $ -03 FLooR / Row L.614LLS SHEET'FP(1 LOF z By DM L • Z w 7) O 0 CO 0 w= �U w0 u__ �'a 1-w Z= t-0 Z~ UD O N O I-- Ww H� U -o wz 0- z 200F .4 . 3 2 P1 Pa P3. PA?nnous P2+rvlo03 Dt, tL" LL. (PsF) Cpsr) ' MP3 F). 106+10 2 116 2.5 ... (s,row) Zs . . 06 f- i0 "4- 2 0 = j 3 (' 80.32. go -•-.32 70( 110 1-zq ; 1.36 .; 8Q-'432' ttEvUoiel,E: 30-1),5z /O( 1 -10+2..io-:136 .Bo -932 6O -A32 lob-r(o +Zo "-.13G 8"93L.- 8o -i.32 10( t 5 - iota /ott .S IOG+-S OLP 111 ' 50->2O II 50-->2o REOUGIaC� 88:2- 19 3 /68) ova pot g8Z t 1.93.. _ /o F -S . _> •882.+ 23 3 /, l/s Co-um'.-(2)(;,S)(&4").Z 50,4K th,CcH. a 3-0.o too KIP P L Pi .0 W. (JAlI Cotum,l$ (uojled Se-Al3 14493 1, Pi) PL DL L L !((.+ 3 (1 V(0 )) = 5Z 4 25-4- 3(9 ti) 2 12 t /00-4- 40 100-40 LL Re-Numal of / O k FN DA/. DO ^for bk/cLuPE ,e— P-3 S ua (3 Ccylp,s Z. 3 3 ('2.0'e)� 5524!4) + /93:6'4) u 1.46 2 LT) 0 1)14 S /h U`fIPU6%Z • z�tiatii� ENW PROJECT # SUBJ ECT ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT DATE n20L'L ael G2)0 18 0444 toe IZ" iwi4l1 w411 g2° PI 10 Pt y . '..31( ,r) _ 4,4 l8'�3I(1.00. l' G, 98 1.4t - le" 1(1.00. .e? Aecre- L )) ( • .63i.t . . c.4 L. 13 13 \...UL. -5V ... A772 (1) P1) P1) Tx,3) F1.4.) X),Idu7 t .wAW (1,t Pzit3� i w lISA('E t, : + Z.. 6cooh 11: PII PO • SHEET F-14P?,OF BY P' ATntio Hopes, G21OO II - 3b6ISx►s)= 6.98 :60.;- 3Cis) = 1,20 3,30KLF. G(ztd®=.316 s') Z ,6S i:5 rstLL, z, 0.11 8 C o g) 2 1, 2 0 S:3� ict.r ,4 .sou. .$)0 3 .330 2- /;,80 K..'F ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT /1 SUBJECT 6869 WOODLAWN AVE. N. E.. 11205, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT DATE 4. -8 - O 3 co L.,. LoVS SHEET T3OF BY b/7 L GRID •®'(3} l0 12.1(30) 21 30) t • 2(2o) = 3 '34-t /.p,10'• t w�4ns PC0., L645 (363) +1,8o°c GRID X13 28y KIP C•ccoi,Jtzs (22)2'[32 (2,1)CI�,LXi)y 2UL,Sti TXl(�j `2)t`�C30) 1 4S,(206,5)+ g2,I4-I3-,IXlfl c 1 / 1070 z g(D ►< IP Pw GI�IQ : 0,0 11® �s ' ►1,I' .30 ((3L)t) 1426.�ft- z ‘ Woilo ,,,wglts RIC); L 3E1243,4 -(C:45 ) + 25-0,000.1 rol-To' PSL -- 32I 14 G.R(d 0.0-0 —0 rxs3 2vt30 (3o) VOW Pcd1L 1,O75 (73-0) 730 ft~ ' 861-. P 12.6' GAro:0- 002 3)L3763 z 'C f4y3� Peat_ z C34060+3o1/8,w)J iaW 258 G/4:12 of .� t.4 3 47740 o)( Pc,,, 2 1.07 s .4:44424, g 2� 4 GR/0 ©-® -2.7- A(q30) lipop - 6' /0,3 75O Pt"-- z td Gk io Q©©9®, A 7ids C3o)1- 2 s oo fi'• P�� 1,0/S (9°0� GRI'0 CO.®,® z 3�3_' zap_ 2 �- = 1' ,0 � s (-9/-1, 3) Arnil3• '65 kip 9 2►, 3 t1. 2 99 I • = i ENWENGINEERS NORTHWEST, INC., P.S. ^ STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT //1/415 COL . I-01401 C+ co L * r,4,z/i G4tc, (W.I. 1,aitos cF 4� � � I (4 m N ti DATE ' SHEET fl lO 4O17 BY ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., 11205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT /A15 SUBJ ECT r.- c RAV//ly cv` Loilef fi CoL DC t /n Gf , !nRNuc4 CC . (i.3, t,dMOS ) r'J 13• • tO 0 • a $`ntcM:t3:su:�1i�>Xe:n DATE SHEET FI4X1OF BY z Fr Engineers Northwest Inc. 6869 Woodlawn Ave. N.E. Seattle, WA 98115 Immigration and Naturalization Service Foundation Load Summary (Note: Loads are in ASD) (Grids Grid Dead Toad Floor Live Roof Live Lateral Total EV 1 REV (kips) Load (kips) Load (kips) Axial (kips) (kips) 2 A 35.9 28.1 0.1 53.9 118 2 B 59.4 24.1 0.6 5.9 90 2 C 114.8 43.4 2.5 6.6 167.3 2 D 62.1 23.1 0.8 12 98 2 E 71.6 29.3 1 9.5 111.4 2 E.9 43.8 4.6 0 45.9 94.3 Load Total 2.6 C 683.5 366.4 17.9 10 1077.8 2.6 D 721.7 390.9 18.5 6.3 1137.4 2.6 E 745.3 401.6 19 1 1166.9 3 A 50.2 27.9 0.1 10.1 88.3 3 B 609.5 356.2 10.3 6.8 982.8 3 E.9 88.9 43.4 1.4 13.1 146.8 4 A 51 27.8 0.1 12.3 91.2 4 B 690.8 402.7 12.7 8.3 1114.5 4 E 888.7 468.5 23.6 4.4 1385.2 4 E.9 249.4 138.8 3.2 20.2 411.6 5 A 46.7 23.2 0.1 27.4 97.4 5 B 659.9 379.1 11.6 3.9 1054.5 5 E 832.4 450.1 20.3 2.7 1305.5 5 F 97.3 47.4 1.5 12.3 158.5 6 A 41.9 21.1 0.1 8.9 72 8 B 670.3 382.7 13.4 5.1 1071.5 6 E 804.8 426.5 21.9 3.9 1257.1 6 F 97.6 47.8 1.8 12.1 159.3 7 A 46.2 24.2 0.1 8.2 78.7 7 B 668.8 381.7 13.2 9.4 1073.1 7 E 809.7 429.1 22.1 6.5 1267.4 7 F 97.6 47.8 1.8 12.6 159.8 8 A 53.1 27.8 0.1 29.4 110.4 8 B 673.3 390.9 11.8 3.2 1079.2 8 C 845.2 453.6 21.1 8.1 1328 8 D 853.4 457.3 21.4 5.2 1337.3 8 E 858.6 465.3 21 2.6 1347.5 8 F 97.3 47.6 1.5 13.1 159.5 9 A 47 23.1 0.1 13.2 83.4 9 B 688.3 398.8 12.8 9.5 1109.4 9 E 873.3 461.9 23 5.3 1363.5 9 E.9 138.7 73.4 1.9 25.2 239.2 10 A 48.4 25.5 0.1 11.3 85.3 10 B 595.3 346.8 10.2 6.1 958.4 10 E.9 83.5 40.1 1.3 15.1 140 10.3 C 706.4 385 17.7 7.6 1116.7 10.3 D 713 384.2 18.5 5.4 1121.1 10.3 E 746.5 402.7 19 1.1 1169.3 11 A 36.9 27.8 0.1 55.2 120 11 B 71 29.2 0.7 9.2 110.1 11 C 76.8 37.6 1.2 19.9 135.5 11 D 65.1 25.8 0.7 11.3 102.9 11 E 74.2 30.1 1.1 26.4 131.8 11 E.9 39.1 4.2 0.1 31.9 75.3 48.6 138. 41.7 101 75.1 192 40.0 10.9 50.7 1 .3 8.0 5 .8 0.0 '.0 633.9 1 •.3 76.3 14 6.5 94.8 14 9.1 0.0 0.0 48.3 8.6 16.2 1 36.0 5.1 65.4 0.0 0.0 1 99.2 • • :.7 400.2 811.5 722.8 2 ,'.1 492.7 0 0.0 1 86.9 655 8 1327.3 778 r 1631.4 82.) 180.8 0. 0.0 36. 78.5 662. 1345.8 737.8 1564.5 82.7 182.1 0.0 0.0 41.9 88.2 660.3 1342.3 742. 1574.1 82. 182.1 0.' 0.0 48. 101.3 676 1361.4 784 1651.0 791 1 1665.9 .0 1684.6 .3 181.1 0.0 .0 87.1 391.0 .1 •95.4 7.0 •67.6 0.0 0.0 44.1 92.6 .0 1. l..5 69.4 1. • .2 0.0 0.0 666.1 13' 1.2 664.7 13' • .2 696.7 14%'.2 0.0 I.0 48.1 8 .1 50.5 1 • 2 65.0 14 ' 0 44.6 110 52.1 127. 7.3 46. Page T ►4ocp y VS H4VD G4LG - I258 . 2- Sc)s J2LL x.339�✓�,c, t ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT 11 PROJECT 6869 WOODLAWN AVE. N. E.. 11205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 //A SUBJECT Agg. tory — P02 i'r►1E 2 r.,n4-N L s G 64107 w47 i-evp tea. GRID bL 12, I Pt 200)) .: (-136) (I2.!) 1,644 (1//) (IL/ ) .1344 Cm) 01.0 '1)3'64 t,J: = 1 I , 2 i«f 0-®& U " r4.�� (iz ) .. I (i3.) (14.Z P► ( 11) 04.a) Pt. (i i i) (14.3 p3 w 2 12g3 l•LF. L L 3e1 2"o DATE SHEET ¢70F BY pmt. z 32(117 16B - 2.52- Z0 (14.4.) s 74 (0.52. 2 1g 5917-0 �iSY'aL,%.,�.^ HuxtSa,lttailu':'. ' :gtszt„i.ratiwou mart 10' ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAwN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # 0 2.1\D PROJECT hkr ✓' SUBJECT f1 e1k 6 X21 i'), tr £c/4-# L-artos 16. 01-.0 232% 32 (1? -.1) S4$. 61,0 . = 1143 y s. U 61,0 _ 4 i //i CF.O = 8'?? Lo (i) - 3 4 L. GRO ,(011(, 13, k L F rxcer 0-0 0, 13.61 V1 ..� LS 2(23) DC r 13c, (13:6 o Cllr) 0.0 P, (if/) (14.1) ; is-' 0 (5 DATE SHEET FOOF BY /1.231 >s, 4kw (4114I,1 3L(OA- 43a Lu (t3A-)' LD ( 11, y 2_7 c✓AIf rttf z/ na. z �{- �- K Lf g8o 8)300 , ' (40); Ho); 645/ cL .A"9:`ii'.3D:��Y tf�?l� {•'r4n�C, `.v.iStfl'. ENSENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT /N5 DATE SUBJECT phrel therm, tie 1.4403 G 401( 07771:7-777 r -r ° 1 O r r SHEET FW/ OF BY E1N\\ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # ' 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT /A/5 DATE SUBJECT SHEET FN49k)F BY 6 0 ...::':it.�iX:.%s...l:::.+:l..�d7uNJu3�k�:iu3:�.W.:.'� YA'.SItfTI; cIS�w�IF:Mv ENW fas ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOOOLAWN AVE. N. E.. 11205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT bj/ .5 DATE SUBJECT alb OI(.G - GSAU/Pe/ZIACcro'L COL. G/11g1//%� LawsSHEET F-0)1( OF (/ BY ,00/2?...4..... 0 WA `r .: ,16.1' ( 304 -to 4-zs) + 14, 2(304.70) 2d L�j zs y-1 + &T34-zg=3 433 COT,- . - U 1 +396-4 a(� 3)I f). 2 I co y'J^ x,9;11 -f31,1 tGO,�t�dflol.9c 4Py�! ,5 `eal•(-6 U 20:::,Lst 30 =3 )'t'. !(.U.4G! O 1�: 4), y4 541,4 3,`? 64, coyoir mss w12,E (6 2.1 76, 3 z9r-2,}Iflz �;' Ott+-'f�� = 214* /�,rt 4cf z 3 83 cOA (ax) . / 13 . /< i( 1 5.9s.' 13.1: (is -3 9,9.5 COL. 3-(360. w. AI 1 6°41/1 I"(114: t o ) COL 36,t • 0 8)3+241+11" = II L �g.y 1-W.4 41-t)=ti 117¢� 2)0 J61 266,3*93-Y+sz L 3t,64- 1 8 -0 /0,0+���.tf�����YG� s�Z 3 89 I Kip /,IIS 092 6,4I.5 x, 203- K(t° 34L 3" p c, KIP 9RS:�4 ... aAYw'�af3Sf"�#Rt42�tIs1G1 z1 f+. c 47 .ry 39,f G3.c t (04. 4 C—' z 11 ENSENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS /68869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # PROJECT / A V S DATE SUBJECT k7141J CAL . - (J4i% t P /4.'61171 PAtn y L v' SHEET V 17 -.OF ' By 'ant. 1r,..(s+.o 9r l I +..3`_z3 51-- / KIP t ISS-KIP 9 5 3-3 lc ►P . ti��1, 3.5..3 3 3 o C4) tr W W A-0 COL 4)144 cot_ - 3 (,3 (94) 11,1> 33) 4- 2,(3- f" = ) -t2+ 8it. s�9i // D I/ o 1,s it 144 4-0 22lt 7o.S 2& 3 1218 Z9 n 1508 1 ENSENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT / /U ,� DATE SUBJECT CarAYleAAPt t- L-00 r fi?4IC) ALVS' ETP&J SHEET Ft4O1 DF m ot-G 46) 5 BY -.... �w..:.n.,�. ui:i.&iia,.:.,i.::i.;ki:i�.':::zWS.d.�� :E.` -'un+": �:>,ai;�itti:ii;. 1•i i uuS t r'�k+r :sc lc: J:,L.4; ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525--7560 FAx (206) 5226698 l' PROJECT # PROJECT 1 n% 5 DATE SUBJECT SHEET 4Q 1 -OF By ,tint, 0044 r:. k/77).6,014-41-jir.#,Z,1+.1);+4,..P 64 ). COL: 7 i. G, L I% 3(31-.3) `1 2-6,3 Cis).. 91t_ . ; /S, 3 /4.. 13;5 5115.1- /357 -: .5-l9-118 dG .33) 4141 300. 13.9P/ 637 300.33) is ,¢os '. P.. 2 @ .:G o L.S =:1 2 bd. ki44, a e. 1 I N?bvhcz? P/c. c 7. O$ P-4 e Ghio we P-3eG w:c ENW ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E..11205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT //115 FA/0 Ai 4-0Ao vioo s° t , 3 Po 2-4 le (I -T) Z''4-0 xIf/eiLe • %<- It/4/0• I / 3'g f k 123 L t3/1- .Z /(o (o /SI) DATE SHEETN_60F By drn� Ifi/e:/a1 P_ Z g CLS' 31.1-K E z 640.61, 00-5 ENW ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E..11205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 1N y DATE SUBJECT SHEET F/40/6" OF fli 6-0 60 9p. ‘44- ' *9 #/ 0 &. #1 ;7 PL. 1/6)9 U P42, itbita 4 22o4 3 RC-F12,13/Fid p - z@ co_cs. ''/; e G,r3 sAre&. r- 06 s ENW tok4 ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN Ave. N. E.. #205, SEATTLE, WA 98115 (206) 525--7560 FAx (206) 522-6698 PROJECT # PROJECT M 5 DATE SUBJECT SHEET F17 OF GR10. eve- R41o�r�0 Se1s Z: R8)+(5/9,1 -US GW 1i1;1 ?... > (S,1- /2. .)):22: ti ffr, sets. ojoo Co:L , cum._z.•12,3t I I.(03)6►c \c Acme - I. + :I.3,q S. ,e z /4e f .14/F0b SIFliD z 43 6. i 0 D 3 .6Bz ' ,i 4- Co :2,3 5 By oil � I, 1 lib - "N.)l,vyq/es' • 4 Ok 3000,33) L 2y9'�/fie s P4 or<� 3C° pr 1,61 1p1,� 1(03' CA -self- JC 436,6) d 1360) z 0, 6y ,�', cob).- 43(1(6.04-93s+svz.�)-/6 s, 4 3$ +93+I011-371 -/ro? 11'5� 6,5- + 93(S) 4-5D(2.5) -1- 14? -6 Si. 03 bq 2.(j/ej it Pam►� COLUMN LOADS 1 GRID AREA DL SF KSF SDL KSF LL LINE LOAD LENGTH ADDL L TOT DL TOT LL TOT LOAD KSF KLF FT K CORE1 ROOF 2685 0.116 0 0.025 3.9 74 2 602.06 67.125 669.185 CORE1 4TH 2685 0.136 0 0.08 3.9 74 2 655.76 214.8 870.56 CORE1 3RD 2685 0.136 0 0.08 3.9 74 2 655.76 214.8 870.56 CORE1 2ND 2685 0.136 0 0.08 3.9 74 2 655.76 214.8 870.56 CORE1 1ST 2685 0.136 0 0.08 3.9 74 2 655.76 214.8 870.56 CORE1 PKG 2685 0.111 0 0.02 3.9 74 2 588.635 53.7 642.335 CORE1 PKG 2685 0.111 0 0.02 3.9 74 2 588.635 53.7 642.335 E 4402.37 1033.725 5436.095 CORE2 ROOF 1980 0.116 0 0.025 3.9 53 2 438.38 49.5 487.88 CORE2 4TH 1980 0.136 0 0.08 3.9 53 2 477.98 158.4 636.38 CORE2 3RD 1980 0.136 0 0.08 3.9 53 2 477.98 158.4 636.38 CORE2 2ND 1980 0.136 0 0.08 3.9 53 2 477.98 158.4 636.38 CORE2 1ST 1980 0.136 0 0.08 3.9 53 2 477.98 158.4 636.38 CORE2 PKG 1980 0.111 0 0.02 3.9 53 2 428.48 39.6 468.08 CORE2 PKG 1980 0.111 0 0.02 3.9 53 2 428.48 39.6 468.08 E 3207.26 762.3 3969.66 CORE3 ROOF 3030 0.116 0 0.025 3.9 81 2 669.38 75.75 745.13 CORE3 4TH 3030 0.136 0 0.08 3.9 81 2 729.98 242.4 972.38 CORE3 3RD 3030 0.136 0 0.08 3.9 81 2 729.98 242.4 972.38 CORE3 2ND 3030 0.136 0 0.08 3.9 81 2 729.98 242.4 972.38 CORE3 1ST 3030 0.136 0 0.08 3.9 81 2 729.98 242.4 972.38 CORE3 PKG 3030 0.111 0 0.02 3.9 81 2 654.23 60.6 714.83 CORE3 PKG 3030 0.111 0 0.02 3.9 81 2 654.23 60.6 714.83 E 4897.76 1166.65 6064.31 'i CORE4 ROOF 1832 0.116 0 0.025 3.9 45 2 390.012 45.8 435.812 CORE4 4TH 1832 0.136 0 0.08 3.9 45 2 426.652 146.56 573.212 CORE4 3RD 1832 0.136 0 0.08 3.9 45 2 426.652 146.56 573.212 CORE4 2ND 1832 0.136 0 0.08 3.9 45 2 426.652 146.56 573.212 CORE4 1ST 1832 0.136 0 0.08 3.9 45 2 426.652 146.56 573.212 CORE4 PKG 1832 0.111 0 0.02 3.9 45 2 380.852 36.64 417.492 CORE4 PKG 1832 0.111 0 0.02 3.9 45 2 380.852 36.64 417.492 E 2858.324 705.32 3563.644 49 wool cing cRte eco �l:-`.ic: ;�i'ii:'ri'�:�tii"s'S✓.ui�;ji[rL��rlkii��:�t'n i L Conk Z Page 1 i(ay`y'i?i5) ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT /A/ S DATE 4- /6 SUBJECT Corti 1 07)11 7791 Tor '-' . 4 2 ?- 311(,k 5436 .7-1. + you 21. S piLik 8/? pt �r SHEET f.(%LC, OF 12iBY iz J V /J 1- 3 S I2S9 5Zo /5.-- IOC 2.y T 3b1-) 1.4-13 4 14- n /BJ IEN \\' ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS 6869 WoODLAyN AVE. N. E.. 4205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 5226698 PROJECT # PROJECT /N - S SUBJECT Coit& 2 C01t6 2. rZ)TTh .: C.,ehte 3.5'4-01( • 320 30 50 ,60Z + 3576 Ll .. C2-° 1z,�� 3(3 0 396. �� z ¢vu L X3.0 /3.3 DATE SHEET F*VVZ OF BY (3_fust);) (S fv/t!i.mti0 13,3Q D,$3Z l6' Efielo s • 0 L s,✓0. 710 3,17 p I 74 sLs 31 73 y I . o LL. -1-1)0 92-4- •51 z 4 4j4 h� �fl`1, ��':ti 30e, • ;$izJS:�t�rs�s� ENSENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 5226698 PROJECT # PROJECT / AT 5 DATE 4—/ . SUBJECT SHEET FOF BY (9ihC. Gsyki 2 12.' (o Z. 2_ E., 6:065..: 60 boa x1;433. 2.0,3 'ILO 3.0, 382. 14'68 3g2 6(.34.5 - Cour 3 U:6 Cor3 4.30.. (. r L- -s t '.' We) 760k D L 5,10 Z&& 7v: 36 ►O 60 , a&o /6 v x I, 9 rtt,-"J 1733;-/S40f- 7s-- 63¢3 46b 1760 4 z; W h1j? 3.8?7,. (s1 '305% ,' -Ii' b- i ,71 ' zl.0 <«' 0-5 di. /90 fZZ3 A,1 8,01iL 4* 14 MRS . . 0. 37-3 ,'''yo oil" t P12 ENSENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT 1 t\r, DATE SUBJECT SHEET ¶r-VDZZOF BY Oil/. L 1 1 Yd71?2 <OW 94$3 - z31 g 1177-1 9,5 i! /0 357 q ou 1x71 30; 11,9 613 3 0.3 (v�r3 3g3 • L) 9y 1 paE 96 , k Vii,-).. (A) = ? 659(3)_ 5-,.d"Eitel c353 CD' an, L: 3 2-�F 3 93 4. 3s6V 3'73 it•P/L.. IEN\\ ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 C' .': %PROJECT # 0 2. I (O PROJECT IN S SUBJECT C/ 2k 2.1,-e- cdL1 Pan. Ar# r aJ dr/ G = 3,(riO PJ LO.D1. (1,440):. L,s93" • /sem ... z. 2.1-46. k.s?... (24)'" �v, ►':I S.)( 3 060)(1-r) r:ss-` .>.2..7-. 1 DATE 4-/G- 03 SHEET iFtOZDF BY 0111 fc `3joO&) r; 1_6r ��c.i v'...i:ts.3� :Y w.i ,!x.�i�'•:�i'.Y.�Fi.i.aa...�rG ,ar„�:." „ ' iYdr7+7RriWJiA'Yia�•` - :¢ .. .�_........ .:.ruu....:'k::t.:i„ ENSENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # PROJECT SUBJECT 6869 WOODLAWN AVE. N. E.. /i205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 /NS r mot (4-4.41 6 n 2-06/ile— Js'e te,t 240 Lcse t% - 2 s ,,,,0tv (0)1'04 orgrarI • DATE SHEET 4%10240f BY ots r eAst �ntt 6/14' D - X-) 2S ; 21 -es .. 3 2�(0 m..(tn-t) ..% ( Li. LT) T-� C uur) + 860; 1. Qj 0 4.63 Ci 1 '~w QQ= U00 7134:* w 0 3+ . 2 12''f =d I— Ili Z , Z O. i y :I2 -co L s w ujV D O D O 1— l.�Zv w• w 16�.: IL O 1:6 87- Iii Z U C P-1 O ~. Z ENWENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS PROJECT # PROJECT 6869 WOODLAWN AVE. N. E.. 11205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 RNs DATE • SUBJECT - 3/28/03 (i f. " - 44) OCR/ 60 PILE cAe 1 HEETF4Q or F: S. = 3.0 E '3 ,a & Jc SW -11, By 14.8,41v0 024 67744-72, D i �} 2 4- (21-(0;,,' 2.'i . z4." 1,11240 Ws 004/e Pfei .)'.. al (fit) L.E�6Tt1%, CAMG�iy(7os1.)d%I4fI /0,5- rD//(2.(0 K1 pts IS : 3S I20 (Pto")*los i:0'. 30 20 40 /35- /S 0 A-SSuma0 DW 5 ?2'47'? 4KeZ O a) --Sr y f-tirs »iA- , Lim 17- /60 7Di✓s ENSENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS PROJECT # SUBJECT PROJECT 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525--7560 FAx (206) 522-6698 DATE Pi E L A 7a'U4 SHEE1T",^^ u"OF 3z( 5054 c.r,Jy — %3 ;d c4 . Rot C,w f ij? 7 „two 24' ,'3th - Fi54t-P 0., 5.. /90: F/RST :.Poi NT: Z an -ea? 73'1. /S• S Pt 2,4" 0 Pc. e - T etiC WOW UPLIFT pae 9 3' !.. :Ta S /sft CAls dam - ,C) be Dgx11 . S 1 LT, S7 24 fiC Di 64o) ci9-e(Dus) 48: 3.sn 44- 6O S2S 7�- ?SO* CA -P. -a ler /�iclu PAssui8" = 3s0 pc -r sr>ufu ,1/� Fs la- /ucL 0,3 S- 6106) 6106) N = G. 1 -I F wog (5 a. t_) 1-1 2S. N,,4„ for cTtvt z 3S PCP 4r / '.s r = 50 PCP /5'EYh 3t% in) By Pq✓"SE SA49 k s4W etg12,:y Syyltirq . 3S -SSS u,N , C4-5 /1 clefol-xi4 er-Vel-nio Lai, 71-7a P L t'/ES2S Zoo: It D (70LO /8 36 7 I.4 UJB 24 31 71.)a/. u(..cF-r 40 SU o 43 86 20 - zrf* G'40461 cr w✓lro4c . v,v wes T s iak" .�, Ovvi-f p• (, idiot.) L /47 not. (F/r% o,5" .o ZI 4z 30 6 0 tiaCHTOF PER. ,501L - S,C, Sc4)_ 4'c4 P v Aeon es, s p.y,0 GeoP/tt2- 4.zs422“7- -»r 31. ENWENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS elk PROJECT # 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT DATE SUBJECT L -72 j' `" 8466 s)p/'v/rir SHEET Ff227OF BY IEL V1 J 6&4 0 tc/P/. G,3- 0,0(4- /ss--etzto) �.3S _KiP COQ' 1. fps' 3-111a)) (1.5 2 3 Auo 3-.5- (04:)()? / 0.3 G 1c. iP tat 4 886 Kies 7,os' I.28b.-� 3s t 2..2:1Q -v ._ = (zi)(.3s-4- 0 v)( . z ,33) z 11 4.3 Co Cour 3 1 /.2t,3(-S62(z) 14) 3 tc 415 12)1(0)0.155) - ¢W1 /o5 3s.. 2,211 - sr • ,211S- 4 (, 3s-4-Y.OS \(2\ .s c, ?-7.r SCHED.OUT 2' UU's Pike C4 ,5,464 Ft4The, cizIS PILE CAP DESIGN Version 1.0 PROJECT NAME: INS RUN DESCRIPTION: 300 *** I N P U T*** FROM CAP No :2 TO: 4 ULT. FACTOR:1.6 PILE DIAMETER (in) :24 PILE CAPACITY (tons):150 PILE SPACING (in):72 STEEL Fy (ksi):60 DIST. FROM CAP EDGE TO PILE CENTER (in):24 CONCRETE F'c (ksi ):3 CONST. TOLERANCE (in):6 MIN. COL. DIM (in):24 PILE EMBEDMENT (i n):4 �(�� DIST. FROM TOP OF PILE TO REBAR CG (in):3.5 1f.� *** O U T P U T*** CAP MK. MAX LOAD WIDTH LENGTH DEPTH STEEL -Y- STEEL -X- < > < > < > < > < > < > < > P2 574 4.00' 10.00' 50.5" 10.91 6.88 P3 853 11.20' 12.93' 51.5" 9.85 6.63 P4 1139 10.00' 10.00' %48.5" 16.40 16.40 Page 1 k FLEX.OUT < FLEXURE .01)i file c*' (4 ()$ 5/04°1 MK Mun Kun Ron Asn Mue Kue Roe Ase (K -F) (KSI) (%) (IN^2) (K -F) (KSI) (%) (IN^2) P2 - - 0.0018 10.91 1200.0 0.162 0.0033 6.88 P3 1422.8 0.122 0.0031 9.85 1182.8 0.010 0.0018 6.63 P4 2400.0 0.143 0.0033 16.40 2400.0 0.143 0.0033 16.40 Page 1 SHEAR. SINGLE PILE SHEAR DESIGN: OVERLAPPING PILES DESIGN: CORNER PILE SHEAR DESIGN: CORNER PILE AT 45 DEGREES: B(in) D(in) 138.23 20 258.23 20 80.77 33 100.91 26 < ONE WAY SHEAR < TWO WAY SHEAR > { Vc= 2* f'c }{--- D E E P BEAM S H E A R---} (-D E E P B E A M-) MK Vun Bn Wn Dn Vue B e We De Vun Bn Dn Kn Vue Be De Ke Vu Bo W D Vu Bo D K (K) (FT) (IN) (IN) (K) (FT) (IN) (IN) (K) (FT) (IN) (K) (FT) (IN) (K) (IN) (IN) (IN) (K) (IN) (IN) P2 - - - - 480 4.00 30.0 30 - - - - 480 4.00 43 5.1 P3 480 6.04 35.6 36 960 5.96 14.8 44 480 6.04 43 9.7 960 5.96 30 0.0 1440 232 35.6 34 1440 0 0 0.0 P4 960 10.00 30.0 30 960 10.00 30.0 30 960 10.00 40 4.4 960 10.00 40 4.4 1920 260 30.0 41 1920 0 0 0.0 Page 1 SCHED. PILE CAP DESIGN Version 1.0 PROJECT NAME: INS RUN DESCRIPTION: 400 K P4 y) *** INPUT**�S FROM CAP No :2 TO: 4 ULT. FACTOR:1.4 ILE DIAMETER (in):24 PILE CAPACITY (tons):200 PILE SPACING (in):72 STEEL Fy (ksi):60 DIST. FROM CAP EDGE TO PILE CENTER (in):24 CONCRETE F'c (ksi):3 CONST. TOLERANCE (in):6 MIN. COL. DIM (in):24 PILE EMBEDMENT (in):4 DIST. FROM TOP OF PILE TO REBAR CG (in):3.5 PA4AIle[. m *** CAP MK. MAX LOAD WIDTH LENGTH DEPTH STEEL -Y- STEED -X- < > < > < > < > < > <-fix} _> <--A&u._> P2 773 4.00' 10.00' 52.5" 11.34.0 7.20 P3 1151 11.20' 12.93' 53.5" 11.01-'90 6.89 P4 1534 10.00' 10.00' / 52.5" 18.001 18.00 b4/,t t,h). St' Page 1. Yr Z 1Z re n6 JU u)0 SHEAR. 'ua,; W W ¢U u t'( /WC c N Coal feeJ7,¢cpy ; 0 La B(in) D(in) w_ Cs SINGLE PILE SHEAR DESIGN: 144.51 22 H W OVERLAPPING PILES DESIGN: 267.66 23 z H CORNER PILE SHEAR DESIGN: 83.91 37 Z O CORNER PILE AT 45 DEGREES: 100.91 30 L O - O I- W u.1 < ONE WAY SHEAR > i'• U < TWO WAY SHEAR > -Z. { Vc= 2* f'c }{--- D E E P BEAM SHEAR-) U w {-D E E P B E A M-} II MK Vun Bn Wn Dn Vue B e We De Vun Bn Dn Kn Vue Be De Ke Z Vu Bo W D Vu Bo D K (K) (FT) (IN) (IN) (K) (FT) (IN) (IN) (K) (FT) (IN) (K) (FT) (IN) (K) (IN) (IN) (IN) (K) (IN) (IN) P2 - - - - 560 4.00 30.0 30 - - - - 560 4.00 45 5.6 P3 560 6.04 35.6 36 1120 5.96 14.8 46 560 6.04 45 10.0 1120 5.96 34 0.0 1680 244 35.6 37 1680 0 0 0.0 P4 1120 10.00 30.0 30 1120 10.00 30.0 30 1120 10.00 42 4.9 1120 10.00 42 4.9 2240 276 30.0 45 2240 0 0 0.0 Page 1 .......u.,,,.... ....,...e.:::s•,::s4:u.i:::iss�aa:Si.j::.ii'n3.'a'sd1:4iitki.�'x2i'. e:`."4"wti% ii,4S.:Zih,4" ''.44 vun,= :t. X MK Mun Kun Ase (K -F) (IN^2) P2 - 7.20 6.89 18.00 (KSI) (%) (IN^2) 0.0018 11.34 P3 1659.9 0.130 0.0033 11.01 P4 2800.0 0.138 0.0033 18.00 Page 1 lcog c.44 vF► 53 Mue Kue Roe (K -F) (KSI) (%) 1400.0 0.173 0.0033 1379.9 0.011 0.0018 2800.0 0.138 0.0033 SCHED: P I L E CAP DESIGN Version 1.0 PROJECT NAME: INS RUN DESCRIPTION: 400 K P4 *** I N P U T*** FROM CAP No :4 TO: 4 ULT. FACTOR:1.4 PILE DIAMETER (in):24 PILE CAPACITY (tons):200 PILE SPACING (in):120 STEEL Fy (ksi):60 DIST. FROM CAP EDGE TO PILE CENTER (in):24 CONCRETE F'c (ksi):3 CONST. TOLERANCE (in):6 MIN. COL. DIM (in):24 PILE EMBEDMENT (in):4 DIST. FROM TOP OF PILE TO REBAR CG (in):3.5 CAP MK. MAX LOAD > < > P4 1439 *** O U T P U T*** WIDTH LENGTH DEPTH STE L -Y- STEL -X- < > < > < > <xc� > <- 6 -> 14.00' 14.00' 65.5" 26.38 26.38 N .44 (0y Page :1, 2 57- 6 ' z cc 2 JU O 0 COO w= J�. CO LL wO g =• d w zF. F- O z F - w • w O • � O I -- wW • 0 LI O z w U 2' O I— z 1.4.144 ENSENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # (J 21/0 PROJECT 11J SUBJECT RETAIN /#JG 1^/l LL J Sdun.cr G 6 norpic '70 ASF :i(61-G1A44 DATE 4 -21' 6,3 SHEET 6L) ( OF yla,Orjfy d .0o2 (44, nee - 4c - z. 3S- Pc F'. :(,t. - .O.. 3 5 .. fitsswe y 3cbPCF.. 6 S, Ow Pct Cutp, rZ° c✓4i 1.:83) .KGF 2',344 j<.L F et 11,713" '> 10,1t i�COO lip U2 Lotto S 1 90e-laj pA5SWV' " See- 4641 z W JU U O CO 0 WI • u.N WO u Q =• d • W Z= W0 • W 0 O P- O I -- W Hr- LL. O Wz • = O ~ z ENSENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E..11205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # PROJECT I N S SUBJ ECT ()N 4)0/it/Afb ct.A4d J DATE SHEET GG -.)?OF By Pivw ..6-0 .1,09 8..0 2.34-4 K. (.l -JM (2) ;Fire: I OS 2p. R2P w.A4yl 4q4 K rpt ivs3P.i -0 • 10% ,o F —7 hi mo K. Vhti4,x = 2 . a SL 0 31(00'I.5."5 1yDeb Oho j,i (,.)t -i-, 0) - 2,1.(/.t/t/) 4.I0 4 /heft htov 0 ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # PROJECT / N S DATE SUBJECT G/47'tiga✓ 4011A%H7 Gt It SHEETGW3 OF ✓✓ BY �f'yLL— ,4i1A-ATnTW Lv 5 1474 v IS. 1,53 3.44 EIL(3) 1 3 .. 0;(a (D / V6 0►134 4w -'- 2. z2 (44'6) : (6+. Z8,2 i12.23 �s.g• U33.0 4.9,5 195, 3 44i ii.'Mf 4.4i,,;;;;A144.14Fi4Cg aC 44f.3 b=/8 4 -Go cQ=21 .3 ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # PROJECT 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 �N S DATE SUBJECT 6*- -0.1 l ,- 04 SHEET 6(i) 4-01: BY a/IZ L irs vt.r ,2 5G (AM I0 , 1.3;9.3 yt /4.9.x..: LU 32.04. 3-0.34. u 24 Tne ..2 - 2* - /$2.5- JOB # BEAM MARK: ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET lt.C-70F Rev.5/13/97 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING ',•021-10000: I INPUT Fy = Pc = Mu = Vu = b= d= No. of tension bars = OUTPUT I 1= Ku= = p (design) = vu vc = Av = Maxtie spcg.= Av = 112.8 0.85 0.171 0.9 0.0033 0.061 0.110 ksi ksi k -ft. k in. in. NO:TIES' 1.0. Sec 1910.2.7.3 ksi Sec 1909.3.2.1 NOTiES NO:•TIES., ksi ksi - Sec 1911.1.1.1 in.2/ft. in. o/c - Sec 1911.5.4.1 & 3 in.2 ca Max tie spacing #3 vert. tie legs (or) #4 vert. tie Iegs (or) #5 vert. tie Iegs 19115.5'1 b (in.)= 18 d (in.)= 21 As(in2) ' 97 UBC Sec. p (min.) = Mu (k -ft) = As(in2) = 0.0033 114 1.26 =.2/Fy 1910.5.1 @ p (min.) @ p (min.) P (max) = Mu (k -ft) = As(in2) = 0.0160 465 6.06 @.75 p bal 1910.3.3 P (max) P (max) p may be less than p (min.) providing 1910.5.3 p (design) is >= 4/3 p (per analysis) 95VG (9,t, 2._ Page 1 A Vt.0114A.1-14 IAulli/t 4/28/03 CONCBM1.XLS z < • • I— CC 2 6 = -.1 0 O 0 U) W• I J 0 g 2 ›- s a z o z w w 2 • 0 82 O 1- W u 0 11. r, o l- JOB # BEAM MARK: ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET6LAC. OF Rev.5/13/97 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING 021:10000'1 (NS tie beam P2. INPUT Fy = Pc = Mu = Vu = b= d= No. of tension bars = OUTPUT R 1= Ku = p (design) = vu vc Av = Maxtie spcg.= Av = 760 ksi ksi k -ft. k in. in. 0.85 Sec 1910.2.7.3 0.277 ksi 0.9 Sec 1909.3.2.1 0.0055 0.100 ksi 0.110 ksi - Sec 1911.1.1.1 in.2/ft. in. o/c- Sec 1911.5.4.1 &3 in.2 A Max tie spacing #3 vert tie legs (or) #4 vert tie legs (or) #5 vert. tie legs ,NOTIES 0 TIES; NO :TIES.; NO TIES ; . Page 1 -1 I At b (in.)= 18 d (in.)= 21 As(in2) _�_;:;- USE 4-117 97 UBC Sec. p (min.) = 0.0033 =.2/Fy Mu (k -ft) = 114 @ p (min.) As(in2) = 1.26 @ p (min.) 1910.5.1 p (max.) = 0.0160 @.75 p bal 1910.3.3 Mu (k -ft) = 465 @ p (max.) As(in2) = 6.06 @ p (max.) p may be less than p (min.) providing 1910.5.3 p (design) is >= 4/3 p (per analysis) Id 4/28/03 CONCBMI.XLS ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET. -7 OF _ Rev.5/13/97 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING JOB #';,02110000` I BEAM MARK: TINS: - tie ;beam:P3 INPUT Fy = Pc = Mu = Vu = b= d= No. of tension bars = OUTPUT P 1= Ku = p (design) = VU= vc = Av = Maxtie spcg.= Av = 199;3 34.9; 18` 2 4 0.85 0.301 0.9 0.0060 0.109 0.110 ksi ksi k -ft. k in. in. NO TIES .5; NO 1ES : .NO TIES NO TIES Sec 1910.2.7.3 ksi Sec 1909.3.2.1 ksi ksi - Sec 1911.1.1.1 in.2/ft. in. o% - Sec 1911.5.4.1 & 3 in.2(7a Max tie spacing #3 vert. tie legs (or) #4 vert tie legs (or) #5 vert tie legs -::NO.rTIES :. Page 1 1 ! b (in.)= 18 A �— d (in.)= 21 – As(in2) 97 UBC Sec. p (min.) = Mu (k -ft) = As(in2) = 0.0033 =.2/Fy 1910.5.1 114 @ p (min.) 1.26 @ p (min.) P (max) = Mu (k -ft) = As(in2) = 0.0160 @.75 p bal 1910.3.3 465 @ p (max) 6.06 @ p (max.) p may be less than p (min.) providing 1910.5.3 p (design) is >= 4/3 p (per analysis) 4/28/03 CONCBMI.XLS ENGINEERS NORTHWEST, INC. P.S. SHEETOIO5OF 6869 WOODIAWN AVE. N.E. (SUITE 205) Rev.5/13/97 SEATTLE, WA. 98115 pool/i1e GAkuticIrt Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING JOB # ..1021100041 BEAM MARK: INB:'!; shortway bOttijii.itot galiti00*6110,1V'41m INPUT Fy = Pc = Mu = Vu= b= d= No. of tension bars = OUTPUT 131= Ku = = p (design) = vu = vc = Av = Maxtie spcg.= Av = 12.8 0.85 0.224 0.9 0.0044 0.105 0.110 ksi ksi k -ft. k in. in. NOTVES r. c. vJA4 Sec 1910.2.7.3 ksi Sec 1909.3.2.1 NOTIES ksi ksi - Sec 1911.1.1.1 in.2/ft in. o/c- Sec 1911.5.4.1 &3 in.2 a Max. tie spacing vert tie Iegs (or) #4 vert. tie legs (or) #.5 vert tie legs Page 1 1 b (in.)= 12 I( d (in.)= 12 As(in2) ..................... 97 UBC Sec. p (min.) = Mu (k -ft) = As(in2) = 0.0033 25 0.48 =.2/Fy 1910.5.1 @ p (min.) @ p (min.) P (max) = Mu (k -ft) = As(in2) = 0.0160 101 2.31 @.75 p bal 1910.3.3 @ P (max) P (max) p may be less than p (min.) providing 1910.5.3 p (design) is >= 4/3 p (per analysis) 4/28/03 CONCBM1.XLS z Z ce 2 6 -J O 0 W W -J • LL w 0 2 § u. a w z I-0 z w O -(2 o w w 0 9-- 0 z o (1) o F - Z eks ENSENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # PROJECT 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 1 /JS AThittni Are. tiA4-it DATE SUBJECT Lou) SHEETaric( OF BY .;. , • ,•:...; talttalattatti4Iitil • '4.tuitJA ' 4“Ift4{...064ruUttlodd...WeAktAIKVAtiritiV ,# LP CONCRETE W7BC omS ALL DESIGN NGI r�414 l. Engineers Northwest 6869 Woodlawn AVE NE Seattle, WA 98115 ph 206 525 7560 fax 206 522 6698 Date 4/25/03 Time 3:03:28 PM Sheet INS - garden walls Solid Panels wal198 ver 1.11 page 1 Materials Concrete 3,000 psi Reinforcing 60,000 psi Wall with 1 *4 @ 15 in. each face Wall thickness is 7.25 in. Tributary width is 1.25 ft. d pos (inward) bending = 6.25 d neg (outward) bending = 5.5 cover to face of vertical rebar Outside face = 1.5 Inside face = .75 cover to face of vertical rebar Outside face = 1.5 Inside face = .75 Geometry roof elevation = footing elevation = Height (ft.) Width (ft.) Sill height (ft.) elevatiop (ft.) 10 ft. -5 ft. FiA►ry Left opening 0 0 0 # of design segments 20 5 Right opening Design strip 0 0 1.25 0 Weight of door / glass in opening = 15 zero means the hole is open thus no EQ or wind force. Loads - vertical Loads shown will be multiplied by the tributary width eccentricities are positive inward from inside face of wall LL type roof load floor load snow load Canopy loads (klf) 0 0 snow load Canopy load CG is measured positive outward from face of wall C.G. of load Efev of top support (ft) Vertical spread of 0 0 0 Dead Live Ledger loads (klf) 3.69 0 Concentrated loads (k) 5.565 0 Concentric loads (kit) 0 0 Wind 0 0 0 0 eccen (in.) 12 0 supports (ft) Loads - horizontal Wind Toads based on user input User loads were input for wind forces. The following are applied uniformily above the slab. inward pressure psf = 5 outward pressure psf = 5 The seismic factor is based on a user supplied factor. The wall weight + opening weight is multiplied by this factor. Seismic factor = 0.0005 The coefficient of friction is used in conjunction with the lateral soil pressure to determine the base fixity. Coefficient of friction = .3 Active equiv fld press pcf / ft = 25 Passive equiv fld press pcf / ft = 250 Elevation of the backfill on the outside face of wall (0 is slab level) = -5 Loads - intermediate level Loads shown will be multiplied by the tributary width eccentricities are positive inward from inside face of wall Dead Live eccen(in.) elev (ft.) LL type Ledger loads (kit) 0 0 0 0 snow load Horizontal wind line load is applied in both directions Wind (RIO elev (ft) 0 5 Horizontal Earthquake line load is Multiplied by the seismic factor and is applied in both directions Earthquake (kit) elev (ft) 5.702 ✓ 5 II• QM, Yq , b'4i.' f vtr. P -, //• 4.4 (4(14 - eq �v 1.4 L.I • ,.?-02 k CONCRETE WALL DESIGN 1997 UBC Engineers Northwest Date 4/25/03 Time 3:03:28 PM 6869 Woodlawn AVE NE Sheet Seattle, WA 98115 INS - garden walls ph 206 525 7560 fax 206 522 6698 Solid Panels wal198 ver 1.11 page 2 Load Cases oad case oad case oad case oad case oad case oad case oad case oad case oad case 1) 1.4D+ 1.7Lf+ 1.7Lr+ 1.7Ls+ 1.7H 2) .75(1.4D + 1.7Lf + 0.0Lr + 0.0Ls + 1.7H + 1.7W) 3) .75(1.4D + 1.7Lf + 0.0Lr + 0.0Ls + 1.7H - 1.7W) 4) .75(1.4D + 1.7Lf + 0.OLr + 1.7Ls/2 + 1.7H + 1.7W) 5) .75(1.4D + 1.7Lf + 0.0Lr + 1.7Ls/2 + 1.7H - 1.7W) 6) .75(1.4D + 1.7Lf + 0.0Lr + 1.7Ls + 1.7H + 1.7W/2) _ 7) .75(1.4D + 1.7Lf + 0.0Lr + 1.7Ls + 1.7H - 1.7W/2) 8) .9D + 1.6H + 1.3W 9) .9D + 1.6H -1.3W oad case 10) 1.2D + 0.5Lf + 0.0Lr + 0.2Ls + 1.6H + 1.0E oad case 11) 1.2D + 0.5Lf + 0.0Lr + 0.2Ls + 1.6H - 1.0E oad case 16) .9D + 1.6H +1.0E oad case 17) .9D + 1.6H - 1.0E Summary of Results Design is okay UBC 1612.2.1 & 1909.2.1 UBC 1612.2.1 & 1909.2.2 _ UBC 1612.2.1 & 1909.2.2 UBC 1612.2.1 & 1909.2.2 UBC 1612.2.1 & 1909.2.2 UBC 1612.2.1 & 1909.2.2 UBC 1612.2.1 & 1909.2.2 UBC 1612.2.1 & 1909.2.2 UBC 1612.2.1 & 1909.2.2 UBC 1612.2.1 UBC 1612.2.1 UBC 1612.2.1 UBC 1612.2.1 UBC 1914.8.2.1 UBC 1914.8.2.2 UBC 1914.8.2.3 UBC 1914.8.3 UBC 1914.8.4 Vertical service Toad stress < 0.04fc okay As <= pMax okay phi*Mn > Mcracked see table below Mu <= phi*Mn see table below Service deflection <= 1/150 see table below Mcracked / phi*Mn oad case 1 62% oad case 2 62 % oad case 3 62 % oad case 4 62 % oad case 5 62 % oadcase6 62% oad case 7 62 % oad case 8 62 % oadcase9 62% oad case 10 62% oad case 11 62 % oad case 16 62 % oad case 17 62 % Mu 1 phi*Mn 97% 84 % 84 % 84 % 84% 84% 84% 76 % 77% 90% 90 % 77 % 77 % Service deflection / 1/150 10% 10% 10 % 10% 10% 10% 10% 10% 10% 10% 10% 10% 10% A level of 100% is the maximum allowed Maximum wall reactions at service level -- Absolute values / tributary width. These reactions come from various cases and may or may not sum to zero Horiz. Reaction © slab level (plf) Horiz. Reaction © footing level (pif) Vert. Reaction © footing level (pif) 1,504 356 9,501 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206)522-6698 JOB NO. SUBJECT JOB NAME P /7L-5 DATE "1"71 24'x'433 SHEET(A (t OF BY p vu 40) (/q'.1 g-77 g'73 x )-Q .) 7U "` 4- cel/P!1� ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEETGA( Z -OF Rev.5/13/97 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING JOB # BEAM MARK: INPUT Fy = Pc = Mu = Vu = b= d= No. of tension bars = OUTPUT P Ku = p (design) = vu = vc = Av= Max.tie spcg.= Av = •:.': 277O;:.:: 35324 .:::..:: ksi ksi k -ft. k in in 0.85 Sec 1910.2.7.3 0.190 ksi 0.9 Sec 1909.3.2.1 0.0036 0.064 ksi 0.126 ksi - Sec 1911.1.1.1 in.2/ft. in. o/c - Sec 1911.5.4.1 &3 in.2 a Max. tie spacing #3 vert. tie Iegs (or) #4 vert. tie Iegs (or) #5 vert. tie Iegs O:TI NO:1 IES : ::NO:TIES. Page 1 1` 1 >1 b (in.)= 24 A d (in.)= 27 7— ;.. As(in2) =1.:..•.,::•;.g.; USE:3:#8:Ibars:: ::: 97 UBC Sec. p (min.) = Mu (k -ft) = As(in2) _ 0.0033 255 2.16 =.2/Fy 1910.5.1 ct✓D p (min.) cLD p (min.) p (max.) = Mu (k -ft) = As(in2) = 0.0214 1366 13.85 @.75 p bal 1910.3.3 c� p (max.) p (max.) p may be Tess p (design) is than p (min.) providing 1910.5.3 >= 4/3 p (per analysis) 4/24/2003 CONCBM1.XLS ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206)522-6698 41fal 7 JOB NO. JOB NAME 17 +S SUBJECT cwt✓7 SHEET o (3 OF BY DATE 4.2 t�"ii':�;.,t2ii,Si+_ �!kr;ir�tsi?ikJi;�ati^45:�i1�ixar'��;•R if, 7 7'-? JOB # BEAM MARK: INPUT Fy = F'c = Mu = Vu= b= d= No. of tension bars = OUTPUT P Ku = = p (design) = vu = vc = Av = Max.tie spcg.= Av = ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET 641_(4 -OF Rev.5/13/97 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING 0.85 0.382 0.9 0.0076 0.145 0.126 0260 Sec 1910.2.7.3 ksi Sec 1909.3.2.1 ksi ksi-Sec 1911.1.1.1 in.2/ft. in. o/c - Sec 1911.5.4.1 &3 in.2 t Max. tie spacinn #3 vert. tie Iegs (or) #4 vert. tie Iegs (or) #5 vert. tie Iegs Page 1 I< , t-rok,g40' b (in.)= 24 d (in.)= 26 As(in2) 97 UBC Sec. p (min.) = Mu (k -ft) = As(in2) = 0.0033 236 2.08 =.2/Fy 1910.5.1 p (min.) p (min.) p (max.) = Mu (k -ft) = As(in2) = 0.0214 1266 13.34 ©.75 p bal 1910.3.3 p (max.) ©p(max.) p may be less p (design) is than p (min.) providing 1910.5.3 >= 4/3 p (per analysis) .14.1. 14 4/24/2003 CONCBM1.XLS z z cc w 2 -1 0 O 0 CO CI • LU LLJI _J • LL, w 0 2 co ci w Z F. I— 0 Z W • 0 0 O 5-2 O I - w • 0 0 Z O u) P. I O 1- z ENGINEERS - NORTHWEST INC. P.S. 6869 WOODI AWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206)522-6698 JOB NO. JOB NAME DATE SUBJECT SHEET £;44j OF BY ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206)522-6698 JOB NO. JOB NAME /45 DATE //11440°,,/ SUBJECT /eyh SHEET 6411-16-13F BY /00 ys ) 2a t "5 3 Y -5 -x' /Z. 3 :=-Z tJ Z ,q. 3 L "44:' .2.. �3f JOB # BEAM MARK: INPUT Fy = F'c = Mu = Vu = b= d= No. of tension bars = OUTPUT P1= Ku = p (design) = vu = vc = Av = Max.tie spcg.= Av = ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET/At( 7OF Rev.5/13/97 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING 12..:.:. ksi ksi k -ft. k in. in. 0.85 Sec 1910.2.7.3 0.269 ksi 0.9 Sec 1909.3.2.1 0.0052 0.043 ksi 0.126 ksi -Sec 1911.1.1.1 in?/ft. in. o/c - Sec 1911.5.4.1 & 3 in.2 (c12 Max. tie spacing #3 vert. tie Iegs (or) #4 vert. tie Iegs (or) #5 vert. tie Iegs ):TIES.. NO: TIES O;TIES:;. • NO:TIES NO TIES Page 1 :46r.1:1iit:«i f:1S.:;iS, . x21,tina:uki,:�`' '�i 'lla :[d:`.. 1< >1 b (in.)= 12 f— d (in.)= 8 As(in2) 97 UBC Sec. p (min.) = Mu (k -ft) = As(in2) = 0.0033 11 0.32 =.2/Fy 1910.5.1 p (min.) p (min.) p (max.) = Mu (k -ft) = As(in2) _ 0.0214 60 2.05 ©.75 p bal 1910.3.3 p (max.) p (max.) p maybe less p (design) is than p (min.) providing 1910.5.3 >= 4/3 p (per analysis) 4/24/2003 CONCBM1.XLS ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET ks-0'F Rev.5/13/97 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING JOB # BEAM MARK: INPUT Fy = F'c = Mu = Vu = b= d= No. of tension bars = OUTPUT R1= Ku = p (design) = vu = vc = Av = Max.tie spcg.= Av = 0.85 0.296 0.9 0.0058 0.090 0.126 NO TIES: NO: TIES. ::. NO TIES ::: NO:TIES ksi ksi k -ft. k in. in. Sec 1910.2.7.3 ksi Sec 1909.3.2.1 ksi ksi - Sec 1911.1.1.1 in?/ft. in. o/c - Sec 1911.5.4.1 &3 in.2 A Max. tie spacin 1 #3 vert. tie Iegs (or) #4 vert. tie Iegs (or) #5 vert. tie Iegs Page 1 I< 1 >I b (in.)= 36 f-- d (in.)= 21 7 As(in2) =I::::: :;:;.;4:37.:.:x:::: USE 4.#10:bars 97 UBC Sec. p (min.) = Mu (k -ft) = As(in2) = 0.0033 =.2/Fy 1910.5.1 231 p (min.) 2.52 © p (min.) p (max.) = Mu (k -ft) = As(in2) = 0.0214 @.75 p bal 1910.3.3 1239 c@ p (max.) 16.16 @ p (max.) p may be Tess p (design) is than p (min.) providing 1910.5.3 >= 4/3 p (per analysis) 4/24/2003 CONCBMI.XLS ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206)522-6698 JOB NO. JOB NAME DATE q SUBJECT SHEET G4► -C 1 OF BY 114 :a%, ,$t:Ff Vii. -:a' 'ilii«;;;#44.4t.SSlaua •••::n LotA W. LeravvnS-k'o vve. a c_.o m/ A s APS ARCHITECTURAL PRECAST STRUCTURES LTD. 9844 — 199A STREET TELEPHONE: 604-888-1968 Langley, B.C. V1M 2X7 Fax: 604-888-6522 TRANSM ITTAL PROJECT: DHS - Department of Homeland Security Date: 24 -Feb -04 Ref: To: City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188-2544 Attention: Bill Rambo ❑ Mailed ❑ Delivered From: Ebi Moradi ❑ Picked Up 0 Under Separate Cover ❑ Sample ❑ As Builts ❑ Price Request Q.C. Document Remarks: For Your Information & Use For Your Files As Requested By You n1 wri�.+.v.w..N ,..r n�tnr...:.,.n.N':"..r>[.'•?SeMlt'lm1,R"?.'t?''.F$ List of Contents: 1. APS COMPLIANCE CONTROL MANUAL 2. WELDING ENGINEERING STANDARDS AND PROCEDURES 3. CERTIFICATION OF QUALIFICATION - CANADIAN STANDARD ASSOCIATION 4. CANADIAN WELDING BUREAU CERTIFICATION FOR WELDING OF STEEL STRUCTURES 5. CITY OF SEATTLE CERTIFICATION OF COMPLIANCE 6. CANADIAN PRESTRESSED CONCRETE INSTITUTE MEMBERSHIP 7. CALIBRATION SCHEDULE 8. MIX DESIGN CALCULATION 9. DAILY COMPRESSIVE STRENGTH RESULTS 10. CURING TANK TEMPERATURE RECORD 11. STRESSING AND ELONGATION CALCULATION 12. STRESSING AND ELONGATION OBSERVATION REPORT 13. DAILY PRODUCTION CHECK LIST 14. ENGINEERING CHANGE REQUEST 15. SIEVE ANALYSIS REPORT 16. HARDWARE WELDING CHECK LIST 17. COMPRESSION PAD RECORD 18. LIST OF CERTIFIED WELDERS 19. ACI CONCRETE FIELD TESTING TECHNICIAN CERTIFICATION RECEIVED 20. CERTIFICATE OF WELDING SUPERVISOR FEB 2 6 2004 21. OPERATIONS CHECK LIST BUILDING 22. SAMPLE STRAND MILL CERTIFICATE DEPARTMENT 23. SAMPLE REBAR MILL CERTIFICATE 24, SAMPLE STRESSING JACK CALIBRATION CERTIFICATE Remarks: For Your Information & Use For Your Files As Requested By You n1 wri�.+.v.w..N ,..r n�tnr...:.,.n.N':"..r>[.'•?SeMlt'lm1,R"?.'t?''.F$ Z W J0 O O CO0 CO III W H N tL W O g J. LL.< CO S d W ZS HO Z W • W UD co O — O !— W W • 0 - ~O Z W • N O Z APS ARCHITECTURAL PRECAST STRUCTURES LTD. COMPLIANCE CONTROL MANUAL August 1, 2003 444 Z Z re W QQ = JU O 0 co W • }Or u. Q _a W Z= F- 0 ZujH U � 0- O 1 - WW H I- - O. Z W N = 0 f.. Z - Table of Contents - 1. MANAGEMENT REVIEW 4 1.1 QUALITY CONTROL POLICY 4 1.2. ORGANIZATION 5 1.3. MANAGEMENT REPRESENTATIVE 5 1.4. REVIEW INTERVAL 5 2. PURCHASING 6 2.1. PURPOSE 6 2.2. RESPONSIBILITIES 6 2.3. ASSESSMENT OF SUBCONTRACTORS/VENDORS 6 2.4. PURCHASING DATA 6 2.5. VERIFICATION OF PURCHASED PRODUCT 6 2.6. CUSTOMER SUPPLIED PRODUCT 7 2.6.1. PURPOSE 7 2.6.2. RESPONSIBILITIES 7 2.7. PRODUCT IDENTIFICATION AND TRACEABILITY 7 2.7.1. PURPOSE 7 2.7.2. RESPONSIBILITES 7 2.7.3. IDENTIFICATION 7 2.7.4. TRACEABILITY 7 3. CONTRACT REVIEW 8 4. ORIENTATION OF NEW WORKS AND SUPERVISORS 9 4.1. ORIENTATION 9 4.2. PLANT SAFETY 9 4.3. STANDARD WORK PROCEDURES 9 4.3.1 YARDING 9 4.3.2 WELDING 10 4.3.3 ON THE BED 10 4.3.4 REPAIR AND MAINTENANCE 11 4.3.5 PRESTRESSING 11 4.3.6 MIXER CONTROL ROOM 12 4.3.7 SANDBLASTING 12 4.3.8 ACID WASHING AND HANDLING 12 4.3.9 LOCK -OUT PROCEDURE 13 4.4 VERIFICATION OF TRAINING 13 4.5 TRAINING FOR SUPERVISORS 14 4.6 WORK PROCEDURE REVIEW 14 5. CALIBRATION DATA 15 5.1. INSPECTION OF EQUIPMENT 15 5.2. EQUIPMENT CALIBRATION PROCEDURES 15 5.3 MAINTAINING RECORDS OF CALIBRATION 16 6. DOCUMENTATION 17 6.1. SHOP DRAWINGS 17 6.2 PRESTRESSING OPERATIONS 17 6.3 STRESSING RECORDS 20 Page 2 of 32 El • it 141414 ;@} 41kla fl 6.4 MOULD FABRICATION 20 6.5 REINFORCEMENT FABRICATION AND PLACEMENT 21 6.6 HARDWARE PLACEMENT 21 6.7 MIX DESIGN 21 z 6.8 PRE -POUR INSPECTION 21 6.9 CONCRETE QUALITY, PLACING, AND TESTING 22 it.- Z 6.10 CURING AND PROTECTION 24 Ce 6 LI 6.11 POST -POUR INSPECTION 25 U 6.12 STRIPPING, HANDLING, STORAGE, LOADING AND TRANSPORTATION 25 U O 6.13 REPAIR PROCEDURES 27 (0 O 6.14 ERECTION 28 J H 6.15 ERECTION SAFETY PROCEDURES 29CO 6.16 LIST OF PRODUCTS 31 w O. 6.17 STATEMENT OF COMPLIANCE 31 2; Q J W Q co =a w z� I-0 z I - w uj 0o O co O — O I- O w 2 H FU-- u. 0 z w —• I 0 H z ``µ:.da,.: Page 3 of 32 1. MANAGEMENT REVIEW 1.1 QUALITY CONTROL POLICY The Management of APS ARCHITECTURAL PRECAST STRUCTURES LTD. is determined to promote Quality Control to every employee in the company. Therefore, it shall be the responsibility of Management to establish and maintain Quality Control in the design, the materials used, the production and the delivery of its precast concrete products. It shall be the responsibility of every supervisory employee to train and supervise his subordinates on standard work procedures. This is to ensure that quality workmanship will be maintained. It shall be the duty of every employee to follow standard work procedures and observe all regulations pertaining to his work in achieving quality precast concrete products. Page 4 01.32 1.2. ORGANIZATION The organization structure, responsibility and authority of all personnel, who manage, perform and verify work -affecting quality is shown on the following page on an organizational chart. 1.3. MANAGEMENT REPRESENTATIVE The Quality Assurance Manager will be responsible in implementing and maintaining the Quality Assurance System. Quality Assurance Manager has the full authority over production activities, and will enforce all provisions of CSA 23.4 standard to advance the quality of final products The implementation of Quality Assurance System will not decrease the responsibility of production manager and the chief engineer in implementing an ongoing effort to control the quality of production. 1.4. REVIEW INTERVAL Management shall conduct a review of the Quality Assurance system annually. Page 5 of 32 2. PURCHASING 2.1. PURPOSE 2.1.1 To ensure the uninterrupted supply of materials for manufacturing. 2.1.2 To control the quality and conformance to the CSA Standard relevant to the products in question. 2.1.3 To assess with the subcontractor/vendor the services or products to be provided to meet our requirements. 2.2. RESPONSIBILITIES With the specified requirements supplied by the Engineering Department, the Purchasing and Quality Control Departments have joint prime responsibility to coordinate and control the quality of the purchased product. 2.3. ASSESSMENT OF SUBCONTRACTORSNENDORS Only subcontractors/vendors that commit to the service/product specification in accordance with CSA A23.4-00 shall be selected. 2.4. PURCHASING DATA Purchase Order must be issued to subcontractors/vendors for services rendered or products purchased. Purchase Order shall contain information such as Purchase Order Number, date of issue, Company issued to, service/product type quantity, agreed price, date of delivery, F.O.B. point and the assurance of conformance to CSA A23.4-00 (if applicable). 2.5. VERIFICATION OF PURCHASED PRODUCT Purchased product must be inspected at point of receiving (either at Plant or source) upon receipt to ensure product is as ordered. Page 6 of 32 2.6. CUSTOMER SUPPLIED PRODUCT 2.6.1. PURPOSE The Engineering Department shall inform the Purchasing Department and the Manufacturing Department in advance of the type, quantity, related project and expected date of delivery of customer supplied product, so that other Departments can inspect, store the product for its scheduled use. The customer shall be informed as soon as the product is found to be defective, damaged, or of the wrong quantity. 2.6.2. RESPONSIBILITIES It is a joint responsibility shared by the Engineering Department, Production Department and the Purchasing Department. 2.7. PRODUCT IDENTIFICATION AND TRACEABILITY 2.7.1. PURPOSE To identify a product used in the manufacturing process and provide traceability. 2.7.2. RESPONSIBILITES It is a joint responsibility between Purchasing, Production and Compliance Control. 2.7.3. IDENTIFICATION Product and components are to identified from the time of receipt, throughout the manufacturing process and during erection. 2.7.4. TRACEABILITY It is a joint responsibility of Purchasing, Production Department and Compliance Control to trace the source of a product or component used. The Purchasing Department, with the assistance of the Accounts Department, shall be able to link up the product or component to a specific transaction. Page 7 of 32 �s�{;eSi.`t-i��-; ��T�•`'-,y ��1;dx :ii%a,;iiS\'ei�:Unu''il ia#0.-114.14 ," 3. CONTRACT REVIEW 1.1 Review drawings and specifications confirming all requirements for products are adequately defined. 1.2 Compare drawings and specifications to tender drawings and specifications. 1.3 Confirm capability to meet requirements. Page 8 of 32 4. ORIENTATION OF NEW WORKS AND SUPERVISORS 4.1. ORIENTATION New workers will be asked to give their educational background and work experience to the Plant Superintendent. New workers will be told of all the standard work procedures and practices that they must follow. 4.2. PLANT SAFETY New workers will be told of all the safety and health aspects of their tasks to ensure a safe working environment. 4.3. STANDARD WORK PROCEDURES 4.3.1 YARDING 4.3.1.1 Forklifts must only be operated by qualified workers. 4.3.1.2 Forklifts must not be left idling unattended without the parking brakes on. 4.3.1.3 Forklifts must not be operated on unlevel ground. 4.3.1.4 Backup warning buzzer and flasher must be on while backing up. 4.3.1.5 Yard tractors must not be left idling without emergency brakes on. 4.3.1.6 Yard tractors must only be operated by qualified drivers. 4.3.1.7 Trailers' air brakes must be activated by air supply from the tractor while being towed with or without load on. 4.3.1.8 Driver must ensure air lines and electric plugs are properly connected, landing gears wound -up, fifth wheel engaged and locked, before pulling trailers. 4.3.1.9 Lifting must not be done for loads exceeding the S.W.L. (safe working load) of the lifting devices. Page 9 of 32 4.3.1.10 All lifting devices must be clearly marked with is S.W.L. 4.3.1.11 No nylon slings showing any sign of deterioration should be used. z iI- 4.3.1.12 Sandblasting must only be done under panels supported by proper tu stands. -1 C.) 00 4.3.1.13 Workers must not stand or work underneath any load being transported cn 0 by the overhead crane. w i u) u_ 4.3.1.14 Any equipment such as ladders, etc. that is structurally unsound shall not W 0 be used. u. j 0d 4.3.2 WELDING i zF- 1- 0 4.3.2.1 Protective hear must be worn when welding, grinding or cutting. w 1-- 4.3.2.2 Shields must be set-up to protect people within a 50 ft. distance from arc uj0 O H w W 10 4.3.2.3 All welding cables must be checked for signs of deterioration. Cables with exposed conductors must either be replaced or properly repaired —z before they are used. v co — -±- O 1— flash. 4.3.2.4 All hot steel (after welding or torch cutting) must be made noticeable to other workers or the hot steel must be cooled down immediately with water. 4.3.2.5 All welding practices must adhere to the guidelines set out by the Canadian Welding Bureau and the APS "Welding Engineering Standards" at all times. 4.3.3 ON THE BED 4.3.3.1 Workers must be warned to clear the area when debris on the forms is being removed by air nozzle. 4.3.3.2 Both the operator and workers working nearby must wear protective gear (goggles and ear plugs) while concrete is being placed and vibrated into the form. Page 10 01 32 z 4.3.3.3 Workers must wear steel toed work boots with solvent resistant and non- skid soles while working on the forming bed because of the slippery nature of the release -oil applied to the form surface. 4.3.4 REPAIR AND MAINTENANCE z _1- 4.3.4.1 All electrical repairs must be done according to the "Lock -Out" Procedure (detailed in section 4.3.9). JU 00 4.3.4.2 No repair work should be done underneath equipment or vehicle without co 0 proper support. Hydraulic floor jacks alone are not sufficient and are co 1 therefore unacceptable. co u. w0 2 4.3.4.3 Appropriate protective gear must be worn during repair. J u_ 4.3.4.4 Any repair work that will create sparks must not be carried out near any = 0 flammable material. F- w Z= 4.3.4.5 No repair work or modification work should be done to boost up the w o performance beyond the specified capacity of any tool or equipment. ? o 0 O - O E- w w u -O 4.3.5.1 Prestressing operations must be carried out by pre -selected personnel z only (see section 6.3.3). Procedures detailed in the Plant Standards v N Relative to Prestressing are to be strictly followed. o Y 4.3.5 PRESTRESSING 4.3.5.2 A warning light must be in operation at the dead end of the bed during stressing. An audible warning device shall be kept at the stressing end and used to warn personnel who approach the bed during stressing. 4.3.5.3 All personnel not directly involved in the stressing operation must be cleared from the bed during stressing. 4.3.5.4 No worker may be allowed to stand in line with the strand or jack during stressing. 4.3.5.5 Strand vices must be kept clean and inspected frequently to ensure failure is kept at an absolute minimum. 4.3.5.6 Before any stressing takes place, all devices for warning and shields for protecting other personnel from any mishaps which might occur during the stressing operations, must be in place. Personnel are not permitted to stand over or work around strands which are being stressed. Page 11 of 32 z 4.3.5.7 Any strands which are kinked or nicked are not to be stressed. 4.3.5.8 Any welding, cutting with a torch, grinding or any other damaging operation must not be carried out in close proximity to any strands. Cutting with a torch will only be allowed when strands are being de- z stressed. 1 H i—w re 4.3.6 MIXER CONTROL ROOM -i o No 4.3.6.1 A sign indicating "Authorized Personnel Only" shall be kept posted on J i the door of the mixer control room. ca u_ wo 2 4.3.6.2 Prior to any repair or servicing of the conveyor system, the mixer 4a - operator is to be informed and the system positively disconnected and u_ not restored until the work is complete and all workers are removed from i 0 the machinery areas. All service and repair work shall be under the z i control of one person who is to be responsible for the safety of the F- O workers. w uj~ 4.3.6.3 No unauthorized personnel are to be allowed to work on or around the o D. conveyors. o E— wW II-I- - wz UN 4.3.7.1 Sandblasting must only be done under panels supported by proper I. z 4.3.7 SANDBLASTING 4.3.7.2 stands. Supporting the panels with the crane only is not adequate. Workers performing sandblasting shall wear adequate protective clothing and gear including (but not limited to) an "Air Supplied Hood" in accordance with Workers Compensation Board Occupational Health and Safety Regulations Sec. 19.15. 4.3.8 ACID WASHING AND HANDLING 4.3.8.1 Workers performing acid washing shall be educated in WHM1S, trained in work procedures, emergency procedures and procedures of using the product. 4.3.8.2 Adequate approved protective clothing and gear should be worn during acid washing. 4.3.8.3 Workers must ensure that the designated washing area is cleared of other co-workers during washing. Page 12 of 32 4.3.8.4 Bulk acid unloading must be supervised by a TDG (Transportation of Dangerous Goods) trained personnel. 4.3.8.5 Acid Unloading, Filling and Emergency Procedures posted in a conspicuous place near the Bulk Acid Storage area must be followed at all times. x z rew 4.3.9 LOCK -OUT PROCEDUREo ND w 4.3.9.1 Any adjustment, cleaning, lubrication, repairs or other maintenance work -j 1.- (0 w0 Plugged -In Equipment g J co 4.3.9.2 Before doing any maintenance work, remove the male plug from the w outlet. Check that the correct plug has been removed. The worker(s) z = doing the maintenance work must keep control over the male plug. If z o control cannot be maintained, then adhere to the following procedure. w • w U� O 52 o ff 4.3.9.3 Before doing any maintenance work, the power supply must be CUT v — 0 ..z 4.3.9.4 EACH person doing maintenance work must secure the control device in v the OFF position by placing his personal lock on the device and keeping p /- the key in his possession (pocket). must be done ONLY by authorized personnel. Wired -In Equipment OFF at the main control device (switch). 4.3.9.5 The worker applying the FIRST lock must press the "START" button to check that the equipment cannot be operated. 4.3.9.6 When his work is done, EACH worker must remove ONLY the lock which he placed on the control device. 4.3.9.7 The worker who removes the LAST lock must check that all persons are in the clear and that the equipment can be safely restarted. 4.4 VERIFICATION OF TRAINING Records of trade certificates, WHMIS training, respirator training and emergency procedures, etc. will be kept for each worker. The records will be kept in the Plant Superintendent's office. Page 13 of 32 z 4.5 TRAINING FOR SUPERVISORS Supervisors will be trained and updated with the following information: 4.5.1 How to establish rules and procedure to ensure quality workmanship. 4.5.2 How to prevent and correct poor workmanship. 4.5.3 How to maintain a safe working environment. 4.6 WORK PROCEDURE REVIEW Work procedures will be reviewed every two years to ensure quality workmanship is being maintained. Page 14 of 32 5. CALIBRATION DATA z 5.1. INSPECTION OF EQUIPMENT 1 z �w The inspection of the Concrete Testing Machine and each of the Stressing Jacks shall be J v supervised by an experienced engineer and a certified calibration certificate shall be U o signed by an engineer. w w J 1.- W 2 u- 5.2. EQUIPMENT CALIBRATION PROCEDURES 2 �Q 5.2.1 The Testing Machine used for determining the compressive strength of W a concrete cylinders shall be calibrated at intervals not greater than 12 Y w months during regular usage. z E- l- O z'- 5.2.2 Stressing Jacks used for prestressing shall be calibrated at intervals not w w greater than 6 months during regular usage or not greater than 12 months v o for other conditions of use. O �. 0 H - w uj 5.2.3 Scales used for measuring the weight of aggregates, sand, cement, and i v water shall be calibrated at intervals not greater than 6 months of regularu- ~o usage including Water Meter and Admixture Dispensers. w z U= 5.2.4 Air Meters and slump cones shall be calibrated once a month. Slump z 1— 5.2.5 5.2.6 cones shall be checked for dimensional compliance once a month. Temperature measuring devices shall be calibrated every three months. Water meter and admixture dispensers shall be calibrated every six months. 5.2.7 Temperature recorders for accelerated curing shall be calibrated at least annually. 5.2.8 Re -calibration of the testing equipment shall be necessary whenever there are erratic gauge readings, questionable results or any repair work that has been done to the equipment. Page 15 01 32 5.3 MAINTAINING RECORDS OF CALIBRATION Calibration records for the all testing equipment and devices mentioned in 5.2.shall be z kept on file in the Quality Control office. Also, the date of the latest calibration shall be z recorded on the testing equipment. _iO 00 N c W Page 16 of 32 Z 6. DOCUMENTATION 6.1. SHOP DRAWINGS 6.1.1 SHOP DRAWINGS TO SHOW THE FOLLOWING: a) Design loads. b) Governing design standards. c) General notes. 6.1.2 The Design Engineer and plan checker shall check all shop drawings before being issued to the consultant for approval. 6.1.3 DATES AND DESCRIPTION TO BE RECORDED ON SHOP DRAWINGS: a) Issued for and returned from approval. b) All revisions either by the consultant or by in-house Design Engineer. c) Issued for material ordering and for production. 6.2 PRESTRESSING OPERATIONS 6.2.1 CARE AND STORAGE OF STRANDS 6.2.1.1 Reels of strand must be dunnaged clear of the ground and any water or other foreign material. 6.2.1.2 If strand is to be stored for a long period of time, protection from the weather must be provided. 6.2.1.3 Care must be exercised in handling of the reels so that the strand is not damaged. There shall be no welding, cutting with a torch, or grinding carried on in close proximity to any strands. 6.2.1.4 Tags showing the heat and reel numbers and the "E" (modules of elasticity) must NOT be removed from the reels. If by chance the tags should fall off or otherwise be removed, they must be reattached to the correct reel. Page 17 of 32 1 .. • 1 A'♦,...iwn..• '...w+ i�ilsiyVi.uV6.ti'r.%'i.=i z _1- `~w re L JU O 0 N 0 J 1• = w o g• � • ? to a =w H= z� 1- O zLIJI- U� 0- o1 - U] uj - wW L O z UN O ▪ ~ z 6.2.1.5 When a new reel of strand is to be placed into the strand reel holder, the information tag(s) which are on the holder shall be removed and the tag(s) from the new reel shall be attached to the holder by the Lead Hand or Foremen only. z 6.2.2 STRESSING PROCEDURES ~w re 6.2.2.1 Determine the strand pattern by referring to appropriate details on the v shop drawing. U o 6.2.2.2 Obtain the Stressing Order for the member(s) to be producedng OILI determine the following strand information: u) w 0 2 a) Size and type of strand. J b) Heat and reel number. N c) Modulus of elasticity of "E" number. � W z• = Make certain that the above information on the stressing order z O corresponds with the information on the reel. D o 6.2.2.3 From the Stressing Order, determine which ram is to be used for o co c31-- wW • 0 6.2.2.4 For deflected (draped) strands, make certain that the hold-down set-up is LL O capable of withstanding the hold-down force. Should the capacity of the z tii co hold-down set-up be in question, the Chief Engineer should be consulted. O~ 6.2.2.5 For deflected strands, determine the correct location of holdup points in Z order to obtain the correct strand pattern at the ends of the member. stressing. 6.2.2.6 If all the strand for any given day's production on a bed does not come from one reel, the reel numbers and the corresponding strand numbers must be noted on the stressing order. 6.2.2.7 Before any stressing takes place, all devices for warning and shields for protecting other personnel from any mishaps, which might occur during the stressing operations, must be in place. Personnel shall never be permitted to stand at either end of the bed or directly in line with the strand being stressed. 6.2.2.8 Prepull — Determine the amount of prepull required by referring to the Stressing Order. (Prepull is required to eliminate the slack in the strand and to provide a datum from which the elongation can be measured). Page 18 of32 6.2.2.9 Stressing after prepull — After the prepull is applied, place a mark on the ram to indicate the point to which the ram must extend to yield the required elongation in the strand. Determine from the stressing order what gauge reading is required. When this reading on the gauge is reached, determine the elongation and record the two readings in the z stressing order. z QQ2 i0 O 00 N J• = I-• w 0 u. Q =a Fw Z= Z - w La 0 O N O t_ ww LI 3 .• Z w U= 0 z 6.2.1.10 6.2.2.10 Should there be a discrepancy of greater than 5% between the calculated and measured elongations; the Engineering Department must be consulted to determine what course of action should be followed. For straight none deflected strands, the elongation should be checked for the first and last strands and on at least 10% of the others in the bed. When strands are spliced, an allowance of 13mm for seating shall be added to the elongation. The location of splices shall be such that they will not fall within a member unless they are of a type that will develop the full ultimate strength of the strand. All the information required on the Stressing Order must be filled out. The foreman in charge of that particular bed must sign the stressing order attesting to its correctness before submitting it to the Chief Engineer. During placing, strands should be inspected for flaws, which may cause breakage. Breakage of any individual wires must be reported to the Chief Engineer for a decision as to whether the strand must be replaced. 6.2.2.11 Any strands, which are kinked or nicked, are not to be stressed. 6.2.2.12 Welding, cutting with a torch, grinding or any other operation which may cause damage, must not be carried out in close proximity to any strands. Cutting with a torch is allowed only when strands are being distressed. 6.2.3 DESTRESSING PROCEDURES 6.2.3.1 Destressing of strands shall commence only after the specified transfer strength for the concrete has been reached. 6.2.3.2 Destressing shall be done preferably while the member is still warm. 6.2.3.3 The order of distressing of strands will be such that the prestressing force will be as nearly symmetrical as possible about the vertical axis of the member. Page 19 01'32 6.2.3.4 The distressing order of deflected (draped) strands and the hold-downs must be done according to a schedule issued by the Chief Engineer. 6.2.3.5 The prestressing force must be transferred to the member gradually. Z This can be achieved by heating the strand with a torch until the metal _ ~ gradually loses its strength, or transfer can be made by gradual release re 2 with a stressing jack. When using a stressing jack for distressing, care must be exercised not to overstress the strands. That is, the strand must 0 be stressed just enough to allow release of the strand vices. u W J 6.2.3.6 If the concrete cylinder strength fails to reach the specified transfer strength by 0.5 MPa, a single strand can be detensioned to determine the w o strand slippage. A result of 2mm or less shall be deemed acceptable in g detensioning the member. u. = 6.2.3.7 Strand slippage in excess of 5mm shall be investigated and evaluated by W the Engineering Department. The position of the members on the bed Z F - shall be recorded in order to evaluate the effective prestress remaining in w O a particular member. ?uj o 0— 0H wW 6.3.1. The prestress force and elongations shall be checked and recorded during u' OZ ui U= 6.3.2 The Prestressing Operation Report shall be attached to the Daily z Production Report so that it can be reviewed by the Chief Engineer. 6.3 STRESSING RECORDS the stressing operation. 6.3.3 The prestressing operation shall be performed only by authorized personnel. Their names will be marked on the stressing equipment and will be updated annually. 6.4 MOULD FABRICATION 6.4.1 The design and materials for forms shall conform to CSA Standard CAN/CSA-S269.3 and Clause 11 of CSA Standard A23.4-00. 6.4.2 The forms shall be constructed based on the products to be cast and the frequency of casting. Also, they shall be adequate to withstand the placing of concrete by external of internal vibration, or both, the hydrostatic concrete pressure, and thermal stresses during normal or accelerated curing. Page 20 of 32 6.4.3 The forms shall be fabricated to allow stripping without causing any damage to the member. 6.5 REINFORCEMENT FABRICATION AND PLACEMENT 6.5.1 The Fabrication and placement of reinforcement and prestressing strands shall conform to Clause 12 of CSA Standard CAN/CSA-A23.1 and Clause 12 of CSA Standard A23.4-00. 6.5.2 The location of each prestressing strand shall be shown on the production drawings with respect to the tolerances specified in Clause 12.3 of CSA Standard A23.4-00 unless the owner specifies other tolerances. 6.6 HARDWARE PLACEMENT 6.6.1 The placement of hardware shall be within an allowable tolerance of (+) or (-) 12mm unless the owner specifies other tolerances. 6.6.2 The hardware location should be re -inspected for correct placement immediately after consolidation of the concrete. 6.7 MIX DESIGN 6.7.1 The mix design for precast concrete shall conform to Clause 14 of CSA Standard CAN/CSA-A23.1 and Clause 14 of CSA Standard A23.4-00. 6.7.2 All architectural concrete exposed to the elements shall have the following properties: 1) Minimum compressive strength of 30 MPa. 2) Minimum air content of 5%. 3) Maximum water/cementing materials ratio of 0.45. 6.7.3 The mix design shall be assigned a mix number which will be marked on the Daily Production Report. 6.8 PRE -POUR INSPECTION Page 21 01'32 6.8.1 The moulds, reinforcement, and hardware shall be checked for dimensional accuracy before placing concrete. Any deficiencies shall be reported to the Lead Hand or Foreman for correction. z 6.9 CONCRETE QUALITY, PLACING, AND TESTING ~ w CC 2 6.9.1 CONCRETE QUALITY 6 M JU 00 6.9.1.1 The evaluation of concrete quality for precast concrete shall conform to N w Clauses 17.2 to 17.6 of CSA Standard CAN/CSA-A23.1 and Clause 17 Lu I of CSA Standard A23.4-00. 2 a_ WO 2 6.9.1.2 Aggregate test reports shall be obtained and kept on file as required J under clause 5.2.2 of CSA A23.1. co 6.9.2 CONCRETE PLACING Z I 1- 0 6.9.2.1 Concrete shall not be placed until the forms are fabricated cleaned, and w I' w surface treated. If the concrete is placed in stages, the elapsed time between stages should be kept to the absolute minimum. 8 s 0 I- 6.9.2.2 Concrete shall be deposited as close as practicable to its final position. = W Lateral movement of concrete should be kept to a minimum. —O z 6.9.2.3 Concrete that has achieved its initial set shall not be subject to further v vibration or shock. o 1— z 6.9.2.4 Concrete temperature shall be between 4 degrees Celsius and 27 degrees Celsius. 6.9.2.5 COLD WEATHER CONCRETING When ambient temperatures fall below 4 degrees Celsius, the criteria to be met and the procedures to be used are as follows: a) Use of heated mixing water. b) Minimum concrete temperature of 10 degrees Celsius. c) Avoid the use of frozen aggregate or aggregate containing frost or snow. d) Work beds to be heated to 10 degrees Celsius. 6.9.2.6 HOT WEATHER CONCRETING When ambient temperatures rise above 27 degrees Celsius, the following procedures or combination of procedures shall be performed: Page 22 of 32 a) Use of cold water in batching. b) Use of set retarding admixtures. c) Water fog spraying of forms prior to placement of concrete. d) Shaded storage areas for aggregates. z e) Sprinkling or fog spraying of aggregates. l z ir w2 6.9.3 CONCRETE TESTING JU O 0 6.9.3.1 The following number of cylinders shall be taken each day from each co o co w type of concrete mix used. J X a) Prestressed Concrete Production - Minimum of Four Cylinders. w 0 ga• s 1) Two cylinders to determine the 28 -day compressive u.. strengths. i a 2) Two cylinders to determine the release strength. If a high F- _ release strength is required within a short time. It is z (- advisable to increase the number of release cylinders. w O • w b) Architectural and Structural Precast Concrete Production - v Minimum of Three Cylinders. o 1- wW 1) Two cylinders to detennine the 28 -day compressive F• v- strengths. ..z z 2) One cylinder to determine the release strength. v cn - _ O F- 6.9.3.2 When accelerated curing is used, the test cylinders must be cured with the member for the duration of the accelerated curing. Subsequently, the normal curing will be used for 28 -day cylinders. 6.9.3.3 Test cylinders will be identified by job number and date of casting. 6.9.3.4 When the air content is specified, a reading must be taken for each batch of 28 -day cylinders. 6.9.3.5 Test cylinders must not be moved, jarred, vibrated or disturbed in any way after initial set has begun. 6.9.3.6 Neoprene pad caps for test cylinders to be used no more than 100 times and a record shall be retained. 6.9.3.7 Single use cylinder moulds shall not be modified. Page 23 of 32 z 6.9.3.8 Metal rings for neoprene pads shall comply with clause 5.3 of ASTM C123-00. 6.9.3.9 Initial curing temperature shall be maintained between 15 and 25 degrees and records be kept. 6.9.3.10 Absorption test shall be carried out as per clause 17.4 of CSA A23.4 and record kept on file. 6.9.3.11 Curing tank shall have saturated lime. 6.9.3.12 Concrete thermometers shall have a range of 0 to 50 degrees. 6.10 CURING AND PROTECTION 6.10.1 APS is using radiant heat curing system and the process is applied according to Clause 21 of CSA Standard CAN/CSA-A23.1, Clause 21 of CSA Standard A23.4-00 and PCI 4.21.3. The radiant heat pipes circulating hot water are under the beds and are not in direct contact with the concrete and forms. The heat and moisture is kept around the cast pieces using three -layer cover. The cover is composed of two impermeable plastic layers on top and bottom and an insulating layer in between. The temperature is measured and recorded using an automated system during curing process. The covers are operated using a hydraulic covering system. 6.10.2 The preset period shall be a minimum of 3 hours prior to the application of heat. 6.10.3 During heat application, the temperature of air surrounding the concrete shall increase at a rate of 20 degrees Celsius per hour. The curing temperature should not exceed 70 degrees Celsius. The optimum curing temperature is between 60 to 70 degrees Celsius. 6.10.4 Recording thermometers shall be used to monitor the curing temperature during heat application for each individual bed. 6.10.5 The concrete members shall be protected from heat and moisture loss with the covering of the entire work bed with tarpaulins or plastic sheeting. Page 24 01 32 1141,411, 6.11 POST -POUR INSPECTION 6.11.1 After the member has been stripped from the forms, the member shall be checked for dimensional accuracy and for any imperfections. z 6.11.2 Any imperfections shall be recorded on the Post Production Report and z z submitted to the Production Manager and Chief Engineer for any re w2 remedial action, if required. v O 0 N D 6.12 STRIPPING, HANDLING, STORAGE, LOADING AND TRANSPORTATION CO I C0w 6.12.1 STRIPPING AND HANDLING g 27 J 6.12.1.1 The required stripping (or release) strength must be reached prior to N D removal of the member from the form. I W z= 6.12.1.2 Care and attention must be exercised in removing the members from the z 0 forms in order to prevent damage. w w no 6.12.1.3 The release strength, the number and location of lifting points for p cn handling of the members, and details of lifting devices shall be shown on o F- LUthe shop drawings. v �F- - 6.12.1.4 Lifting will normally be from lift hooks provided in the member. When w z lifting wide members the length of the slings used shall be at least equal v to the distance between lift hooks. If this is not practical, then a spreader p ►- bar of adequate capacity must be used. 6.12.2 STORAGE 6.12.2.1 Members must be stored with the supports under the lift hooks in order to minimize twisting, racking, bowling, or warping, and to avoid damage to the member. 6.12.2.2 Materials used for supporting the members must not cause any straining. 6.12.2.3 Dunnage must be placed on a firm base to avoid settlement subsequent to loading. 6.12.2.4 When members are stacked, care must be exercised to avoid damage to the members below. 6.12.2.5 Members that are exposed to the elements shall be protected from soiling, staining, and contact with objectionable matter. Page 25 of 32 eyM/iafM! z 6.12.2.6 Stored members are to be examined at frequent intervals for signs of movement or warp age and corrective measures will be taken, if necessary. 6.12.3 LOADING AND TRANSPORTATION z It,:6.12.3.1 Prior to commencement of loading, the precast members must be W inspected to ensure that all finishing work has been completed. Among 6 m the items to be checked are: exposed surface finished such as v p sandblasting, cleaning out threaded inserts, ensuring threads in the u) W inserts are not damaged, ensuring that all embedded hardware is cleaned w of concrete and painted with primer where necessary. u) O w 6.12.3.2 The precast members must be loaded so that it can be off loaded in the order shown on the Load List. -a 6.12.3.3 In cases where there are instructions on the load list that state that one Z = end or other is to be at the front or back of the truck, the instructions — F - 1—O must be strictly followed. w I-- 6.12.3.4 Generally, dunnage points must be directly under the lift hooks used for o stripping. Any change from this must be approved by the Chief o 1- .--� Engineer. = w 1 1- z w U= O 1- z 6.12.3.5 If a member is to be loaded on top of another, the dunnage points must be directly above the dunnage points for the member below. Dunnage placed at any other location must be approved by the Chief Engineer. 6.12.3.6 Loading must be carried out so that the truck or trailer that is being loaded remains stable at all times. 6.12.3.7 Before moving any load whether partially or fully loaded, it must be properly secured so that the pieces will not shift, fall off or be damaged in any way. 6.12.3.8 6.12.3.9 Any precast member, which is damaged, must be inspected by a member of the Quality Control Department and repaired when practical before shipping. The method of repair must be approved by the Quality Assurance Department. The dunnage must not damage or stain the precast member. Proper supports, padding, tie -downs, and blocking are required to minimize damage to the members. 6.12.3.10 The load list shall provide the mass for each member and total mass for the entire load. Page 26 of 32 6.12.3.11 The shipping manifest shall state that all members produced by APS Architectural Precast Structures Ltd. shall conform to the CSA Standard A23.4-00. 6.13 REPAIR PROCEDURES 6.13.1 COSMETIC REPAIRS — repairs or minor defects of damage to exposed architectural faces. Repairs procedures shall be as follows: 6.13.1.1 Remove all loose material and chip back to sound concrete. 6.13.1.2 Clean repair area of dust and fine material. 6.13.1.3 Saturate repair area with water or paint with bonding agent, whichever is deemed most suitable. 6.13.1.4 An appropriate repair mix must be developed by trial and error for any new mixes. 6.13.1.5 Provide proper curing, i.e. retain moisture and avoid extremes in temperature. 6.13.1.6 STRUCTURAL REPAIRS — repairs of extensive defects when one or more of the following occurs: NOTE: No repairs of a structural nature shall be undertaken until approval to proceed has been received from the Chief Engineer. The procedure for structural repairs shall be determined by the Chief Engineer provided by him at the time. 6.13.2.1 Main reinforcement or tendons are exposed. 6.13.2.2 Any connection hardware anchorage is exposed. 6.13.2.3 Any cracking in bearing areas. 6.13.2.4 Any cracking extending from one face. 6.13.2.5 Any crack in a structural element larger than 0.3mm extending for longer than 100mm. 6.13.2.6 Any crack larger than 0.2mm in an area of variable tensile stresses. 6.13.2.7 No feather edging slowed. Page 27 of 32 ,.,..�....,.. .. ,� 1'�c.,!- ti✓Ra_::.yu..lui_:m Y;a�:;�.:, ti�'3�aurt �:iio,. l.F.b,aiidi 6.14 ERECTION 6.14.1 The Foreman in charge of erection must be fully familiar with the z erection drawings and details. _ ~ `~ w ce 6.14.2 The Foreman shall see that all safety "tie off" lines or any other 6 v provisions to tie off, if required, are in place prior to start of erection. He c.) 00 shall also see that all personnel on his crew are familiar with the u) w company's Safety Policy. 1.- U) u_ w0 6.14.3 Precast members requiring special lifting techniques shall be lifted in 2 accordance with instructions shown on the erection drawings. If there is ga any doubt, the Chief engineer shall be asked to clarify. u. Na 6.14.4 Off loading must be done in such a way to minimize handling hazards z l- and to retain safety of the remaining load. 1— 0 zf- Ill w 6.14.5 All rigging such as slings, shackles, hooks, clutches, lifting frames, 2 o rolling blocks, and spreader bars are not to be used to lift weights that o cn exceed their rated capacity. Any rigging or equipment which is 0 I— damaged, or whose lifting capability is questionable must not be used. i 0 a_� Ili 6.14.6 When members are to be temporarily stored on site and stacked on top of z one another, dunnage points shall be directly above one another. Any c) variation from the above must be approved by the Design Engineer. 0 H 6.14.7 Members shall not be forced into place or installed by any other method that would induce or impose undue stresses or overloads on the structure, the members or the connections. 6.14.8 When welding or using a cutting torch near or above windows, care must be exercised such that sparks do not come in contact with the glass or the window frames. Generally, work or materials of other trades in the area of welding or cutting with a torch shall be protected at all times. 6.14.9 Temporary lifting and handling devices cast into the precast concrete members shall be dealt with as specified on the erection drawings based on one or more of the following conditions: a) Left untouched where applicable. b) Removed where they interfere with other trades. c) Removed and surfaces made good where demanded by appearance requirements. Page 28 of 32 z d) Removed or protected, or both, from possible corrosion and marring of the finished product; and e) Coated for protection against possible corrosion. 6.14.10 Where members in partially completed structures might be damaged by water, such as freezing water in ducts, holes, and inserts, adequate s z temporary protection shall be provided. Q� ui JU 00 6.15 ERECTION SAFETY PROCEDUREScn 0 w111 6.15.1 POLICY u) u_ O The policy of the Company regarding safety is as follows: 2 J 6.15.1.1 The health and safety of all employees, all others working on the job site, N and the general public is of utmost importance. I w = Z 6.15.1.2 Accident prevention is the responsibility of ALL employees of the z 0 Company. 111 w D 6.15.1.3 All employees are obligated to observe the Industrial Health and Safety o (22. Regulations of the Workers' Compensation Board and to practice safety Di— at all times. W w p 6.15.1.4 The supervisor assigned to any given project shall be responsible for ensuring that all personnel in his employ are familiar with the Industrial Health and Safety Regulations of the W.C.B. and the APS Safety Regulations. 6.15.2 Before any lift is made, the weight of the item being lifted must be known and appropriate rigging i.e. slings, shackles, spreader bars, etc. must be used. 6.15.3 When lifting precast members from an area where several other members are also sitting, care must be exercised to ensure that the removal of the one member does not cause the others to topple or otherwise move to cause injury or damage. 6.15.4 Before lifting any member, the correct lift points to be used must be determined by referring to the erection drawings or by contacting the Company's Engineering Department. Any departure from the use of the lift points designated shall be approved by the Chief Engineer. Page 29 of 32 6.15.5 All rigging shall have its rated Safe Working Load legibly marked on it. When the carrying capacity of a piece of equipment is not known, the capacity shall be determined by the Erection Engineer or other qualified personnel. z 6.15.6 All rigging or equipment, which is damaged or worn such that its z capacity is reduced or proper functioning capabilities are questionable, Ce LLI shall not be used. 6 D J0 00 6.15.7 No work shall be done in proximity to overhead power lines without co 0 written approval from the Workers' Compensation Board. If the power co lines have been de -energized, written confirmation of this from the co o power authority must be on site before work commences. W g J 6.15.8 Signaling instruction to the crane operator shall be done by only one u - person at any given time. = d 1.w z= 6.15.9 Workplace Hazardous Material Information System (WHMIS). The ~ F- O system serves to tell workers what are controlled products and how to w I- LLI - recognize them by labeling. Before any material which is unfamiliar is 2 D used, the user shall become familiar with the potential hazards and 0 precautionary measures to be taken. Material Safety Data Sheet (MSDS) o t— will help provide detailed hazard and precautionary information. ww u. 0 wz U= 0H- 6.15.10 FALL RESTRAINT 6.15.10.1 6.15.10.2 All workers when working near the edge of a floor or near an opening in a floor shall wear a safety belt attached by a lanyard to a solid anchor or a securely anchored safety line. The safety lines and lanyard shall always be set to allow the worker free movement only up to and along the edge of the floor and NO FURTHER. 6.15.10.3 When working on a ladder, near the edge of a floor, the worker shall wear a safety belt and be anchored as detailed above. 6.15.11 Before any welding or cutting with a torch is to start, it must be determined that there are no gases or materials in the area, which may be adversely affected. 6.15.12 When welding or using a cutting torch, a fire extinguisher must be kept close at hand. 6.15.13 The use of or being under the influence of alcohol or illegal drugs on the job is strictly prohibited. Page 30 of 32 .ilFR M:t.FF z 6.15.14 The crew shall hold weekly "tool box" safety meetings where safety concerns of the crew are to be discussed. Minutes of these meetings are to be kept on the forms provided to the foreman and a copy forwarded to head office. z w 6.16 LIST OF PRODUCTS aC = .J 0 00 The list of products that are shipped to the job site will be kept on file in the Shipping N W Department office. J 1.- U) u_ w0 6.17 STATEMENT OF COMPLIANCE 2. • a For each precast concrete project, a "Statement of Compliance" shall be signed by the • a Chief Engineer and Quality Control and shall be retained as a Quality Record. A ~ _ Z "Statement of Compliance" is shown on the following page. F., 0 zI—. w n • 0. O- O E - 20 H � LL. - O. Wz U= 0 F- z Page 3 I of 32 PROJECT NAME STATEMENT OF COMPLIANCE PERMIT#: PROJECT NO. VERIFICATION BY THE ENGINEER NO. ITEM APPROVED 1 PURCHASING 2 CONTRACT REVIEW 3 CALIBRATION OF EQUIPMENT 4 SHOP DRAWINGS 5 DAILY PRODUCTION REPORTS 6 STRESING RECORDS 7 DAILY POST -PRODUCTION REPORTS 8 MILL CERTIFICATE 9 CEMENT TEST REPORTS 10 AGGREGATE TEST REPORTS I 1 MIX DESIGN 12 STRIPPING, HANDLING & STORAGE 13 REPAIR WORK 14 LOADING & TRANSPORTATION 15 ERECTION COMMENTS: Based on verification of records as listed above, this is my authorization for issuance of "Statement of Compliance" Chief Engineer Date STATEMENT OF COMPLIANCE This is to certify that the precast Concrete Products supplied for this project were produced in compliance with C.S.A. Std. A23.4 and the certification requirements and in conjunction with approved drawings and specifications. Quality Assurance Page 32 of 32 Date APS ARCHITECTURAL PRECAST STRUCTURES LTD. 9844 — 199A Street, Langley, BC V3A 4P8 WELDING ENGINEERING STANDARDS W.E.S. & GENERAL SPECIFICATION General Notes Tel: (604) 888-1968 Fax: (604) 888-6522 W47.1/W59 z w The Welding Standards of this firm are prepared in accordance with CSA Standard o W47.1-92. All welding will be performed in conformance with CSA Standard W59-1989. w ❑ J H All welders, welding operators and tackers employed will be qualified under CSA u_ Standard W47.1 and will be allowed to weld only the classifications (T and S), the w o positions and processes for which they are qualified. 2 J Any welding subcontracted by this firm will be sublet only to firms certified by the c Canadian Welding Bureau. Drawings and Welding Procedures will be issued to the = subcontractor above so that welding quality is ensured. (The sub -contractor's CWB Z approved Welding Procedures may be used if satisfactory to the prime contractor.) 1— 0 z�- Changes in welding methods or Welding Engineering Standards and additions to joints 2 welded will be submitted to the Bureau for approval before being used in production. 0 ❑ ON ca wW o U= 0 z Electrodes will be certified by the Canadian Welding Bureau as conforming to CSA electrode standards, or otherwise approved under the provisions of CSA W47.1. Each Welding Procedure Data Sheet will designate the electrode(s) to be used for the joint, the applicable codes and the number of the Welding Procedure Specification which governs the Data Sheet applications. Steel base metal to be welded by, this firm shall conform to the requirements of Clause 3.2 of CSA W59. Refer to Table 4 for allowable base metals and matching electrode classifications. Unless called for otherwise on a specific Data Sheet, vertical welds shall be made with the progression of each pass in an upward direction. If welds are to be made in a vertical down sequence, the operator and procedure will be qualified on a separate basis. X Stamped by: P.Eng. Div. 1 / Div.2 or Welding Supervisor Div. 3 Welding Engineering Standards WE.S. & General Specifications Vien Welding Engineering Standards Received by CW8 ort suant 10 CSA W41.1 ;. P 2 0 1999�oVy -� la ,/ 0 /s. X 0�FD tAillil' s. �C'bti CWB ENGINEER OR SUPERVISOR X Stamped by: P.Eng. Div. 1 / Div.2 or Welding Supervisor Div. 3 Welding Engineering Standards WE.S. & General Specifications Vien All slag or flux remaining on any bead of welding shall be removed before laying down the next successive bead. Similarly, any cracks, blow holes or porosity must be removed. z Metal surfaces to be welded shall be dry, clean and free from loose scale, paint or 1' w grease. Q6Q D JU No welding shall be done when temperature of the base metal is lower than -18°C (0°F), co o except with the express consent of the engineer. At temperatures below 0°C (32°F) the w i surfaces of all areas within 80 mm (3") of the joint where a weld is to be deposited, shall J F-- be heated to a temperature at least warm to the hand before welding is commenced w o (approximately 10°C (50°F)). 2 g¢ The operator and the work shall be adequately protected against the direct effect of u wind, snow and rain. y w z= Fillet Welds F- zF-- (a) Acceptable and Defective Profiles ? o (b) Minimum and Maximum Fillet Sizes Permissible (c) Effective Size of Flat or Convex FilletsD a l - (a) Acceptable and Defective Profiles 1 ai 0 f u.z Refer to Figure 1. U (b) Minimum and Maximum Fillet Sizes Permissible p H z The minimum fillet size as measured shall be as shown in Table 1, except that the weld size need not exceed the thickness of the thinner part joined, unless a larger size is required by the calculate stress. The maximum effective size of a fillet weld to be assumed in design shall be such that the stresses in adjacent base material do not exceed those permitted. The maximum fillet weld size permitted along edges of material shall be: (i) the thickness of the material, for material less than 6 mm (1/4") thick. (ii) 1.6 mm (1/16") less than the thickness of material, for material 6 mm (1/4") or more in thickness, unless the weld is designated on the drawing to be built -out to obtain full throat thickness. (c) Effective Size of Flat or Convex Fillets Refer to Figure 2. Welding Engineering Standards W.E.S. & General Specifications !,a#�+�+R`iS�t'?"csizi4.4^Q�'•is Y+MZt� Groove Welds (a) Complete Joint Penetration. (b) Partial Joint Penetration Minimum Depth of Bevel. (c) Acceptable and Defective Profiles. (a) Complete Joint Penetration Groove Welds I A complete joint penetration groove weld is defined as one made from one side on a - o backing or on both sides combined with back -gouging to provide complete joint w penetration and fusion of weld and base metal throughout the depth of the joint.w i Refer to Figure 3. -' 0 (b) Partial Joint Penetration - Minimum Depth of Bevel J The minimum groove depth of partial joint penetration groove welds shall be as u. shown in Table 2 for single or double partial joint penetration groove welds. The = effective throat may be measured as described in Clause 4.3.1.4 and 4.3.1.5 of CSA Z F W59. I --o z�- (c) Acceptable and Defective Profiles o Refer to Figure 4. o (12 Iw Shop Standards ' 0 u.~ (a) Splicing w z (b) Preparation of Material o (c) Assembly Practices o (d) Allowable Workmanship Tolerances from Detailed Drawings z (e) Control of Distortion (f) Quality of Welds (a) Splicing All shop splices in each component of a cover -plated or built-up member shall be made before such component part is welded to other component parts of the member. With the approval of the Engineer, long girders or girder sections may be made by shop splicing subsections, each made in accordance with this clause. (b) Preparation of Material Surfaces and edges to be welded shall be smooth, uniform, and free from fins, tears, cracks and other defects which would adversely affect the quality or strength of the weld. Surfaces to be welded shall also be free, with 50 mm (2") of any weld location, from loose or thick scale (except for tightly adhering small islands of scale), slag, rust, paint, grease, moisture and other foreign material that will prevent proper welding or produce objectionable fumes. Welding Engineering Standards W.E.S. & General Specifications 4 Occasional notches, not more than 5 mm (3/16") deep, on otherwise satisfactory surfaces shall be removed by machining or grinding. Occasional notches exceeding 5 mm (3/16") and Tess than 11 mm (7/16") deep, in oxygen cut edges of plate up to 100 mm (4") thick, not to be welded, may, with the Engineer's approval be repaired by welding. For material 100 mm (4") thick, not to be welded, may, with the Engineer's approval be repaired by welding. For material 100 mm (4") thick or over the depth of the notch shall not exceed 16 mm (5/8"). Such weld repairs shall be made by suitably preparing the defective area, welding with controlled hydrogen process to an approved procedure and grinding the completed weld, smooth and flush with the adjacent surface to produce a workmanlike finish. Planar edge discontinuities of plates to be inspected in accordance with Clause 5.3.3 of CSA W59. Re-entrant corners except for the corners of weld access cope holes adjacent to a flange, shall be filleted to a radius of not less than 13mm (1/2"). The transition from the curved to the straight surface shall be smooth and without offsets. Machining, air carbon -arc or oxygen gouging, chipping, or grinding may be used for joint preparation, for back gouging, or for the removal of defective work or material except that oxygen gouging shall not be used on quenched and tempered steels. (c) Assembly Practices The parts to be joined by fillet welds shall be brought into as close contact as practicable. The gap between parts shall normally not exceed: - 1.6 mm (1/16") for joints of maximum 600 mm (2') in length - 3.2 mm (1/8") for joints over 600 mm (2') and maximum 3 m (10') in length - 6 mm (3/16") for joint over 3 m (10') in length except in cases involving shapes and plate 80 mm (3") thick or greater when after straightening and in assembly, the gap cannot be closed sufficiently to meet this tolerance. In such cases, a maximum of 8 mm (5/16") is acceptable provided that a sealing weld or suitable backing material is used to prevent melt through. If the separation is 1.6 mm (1116") or greater, the leg of the fillet weld shall be increased by the amount of the separation. The separation between faying surfaces of lap joints shall not exceed 1.6 mm (1/16"). The use of fillers is prohibited, except as specified on the drawings or as specially approved by the Engineer and made in accordance with Clause 4.5 or CSA W59 Welding Engineering Standards W.E.S. & General Specifications �h� 5 The parts, bearing joints excepted, to be joined by partial joint penetration having groove welds parallel to the length of the member, shall be brought into as close - contact as practicable. The gap between parts shall not exceed 5 mm (3/16"), except in cases involving rolled shapes and plates 80 mm (3") or greater in thickness when after straightening and in assembly the gap cannot be closed sufficiently to meet this tolerance. In such cases, a maximum gap of 8 mm (5/16") is acceptable provided a sealing weld or suitable backing material* is used to prevent melt -through and the final weld meets the requirements for throat size. Tolerances for bearing joints shall be in accordance with the applicable contract specification. Abutting parts to be joined by groove welds shall be carefully aligned. However, an offset not exceeding 10 percent of the thickness of the thinner part joined, but in no case more than 3.2 mm (1/8") may be permitted as a departure from the theoretical alignment. In correcting mis-alignment in such cases the parts shall not be drawn into a greater slope than 1/2 in 12. Measurement of offset shall be based upon centre line of parts unless otherwise shown on the drawing. Members to be welded shall be brought into correct alignment and held in position by bolts, clamps, wedges, guy lines, struts, other suitable devices or by tack welds until welding has been completed. The use of jigs and fixtures is recommended where practicable. Suitable allowances shall be made for warpage and shrinkage. (d) Allowable Workmanship Tolerances from Detailed Drawings With the exclusion of electroslag and electrogas welding, and with the exception of Clause 5.4.5.2 of CSA W59 for root openings in excess of those permitted in Table 3, dimensions of the cross-section of groove welded joints which vary from those shown on the detailed drawings by more than the workmanship tolerances described in Table 3 shall be corrected in accordance with Appendix C, Clause C1.1 (f) of CSA W59 or referred to the Engineer for approval. (a) Control of Distortion and Shrinkage Stresses In assembling and joining parts of a structure or of built-up members and in welding reinforcing parts to members, the procedure and sequence shall be such as will minimize distortion and shrinkage. Insofar as practicable, all welds shall be deposited in a sequence that will balance the applied head of welding while the welding progresses. Before the start of welding on a member or structure in which shrinkage stresses or Backing to prevent burn -through may be of flux, glass tape, iron powder or similar material or by means of root passes deposited by basic of "CH" electrodes of other arc welding processes. Welding Engineering Standards W.E.S. & General Specifications „...,.........-.w;y.:r1t, c.�+...:t*err,Ygr:ac..,.;rY1,t9:SX's+t.ti!'.+t17`n'l�.l..ax.,"*:P.? WA. v r distortion is likely to affect the adequacy of the structure, the program for welding sequence and distortion control shall be developed by the contractor and submitted to the Engineer on request. The direction of the general progression in welding on a member shall be from pints where the parts are relatively fixed in position with respect to each other toward points where they have a greater relative freedom of movement. Joints expected to have larger shrinkage shall normally be welded before joints expected to have lesser shrinkage and with as little restraint as possible. In making welding under conditions of severe external shrinkage restraint, the welding shall be carried continuously to completion or to a point that will ensure freedom from cracking before the joint is allowed to cool below the minimum specified preheat and interpass temperature. (b) Quality of Welds (i) Visual Examination All welds shall be visually inspected. A weld subject only to visual inspection shall be acceptable if visual inspection shows: • No cracks; • No lack of fusion between weld metal and base metal; • No craters; • Weld profiles in accordance with Clause 5.9 CSA W59 • That the sum of diameters of visible porosity does not exceed 9 mm (3/8") in any linear 25 mm (1") of weld and does not exceed 19 mm (3/4") in any 300 mm (12") length of weld; • Welds shall be free from overlap; • Irrespective of length, undercut does not exceed the value shown in Figure 11-4 of CSA W59. Visual inspection of welded joints subject to high restraint and/or joints of quenched and tempered steels shall be delayed as long as practicable and preferable not less than 48 hours after completion of the welding. In the case of dynamically loaded structures, see Clause 12.5.4.1, CSA W59 in lieu of previous paragraphs. (ii) Nondestructive Examination Welds that are subject to Radiographic or Magnetic Particle Examination in addition to visual, shall have no cracks and shall be unacceptable if porosity or fusion -type discontinuities that are 2.5 mm (3/32") or larger in greatest dimension, exceed the following limits in size or frequency of occurrence: Welding Engineering Standards W.E.S. & General Specifications �,e 7 • Any such individual discontinuity having its greatest dimension larger than 2/3 the joint or weld throat thickness involved, except that, regardless of joint or weld throat thickness involved, no such discontinuity shall be larger than 20 mm in greatest dimension. • Any group of such discontinuities in line where the sum of the greatest dimension of all such discontinuities is larger than "1" ("1" being the weld throat thickness involved) in a length of 61 and if the space between each pair of adjacent discontinuities is less than 3 times the greatest dimension of the larger of the discontinuities. When the length of the weld being examined is less than 61 the permissible sum of the greatest dimensions of all such discontinuities shall be proportionately less than 1. • Any such discontinuity closer than 3 times its greatest dimension to the end of a groove welded joint carrying primary tensile stress or to the edge of a transverse weld. • Independent of the requirements of items (a), (b), and (c) of Clause 11.5.4.3, CSA W59, the sum of the greatest dimension of scattered porosity and fusion -type discontinuities less than 2.5 mm (3/32") in greatest dimension shall not exceed 10 mm (3/8") in any 25 mm (1") of weld. Discontinuities in welds that are subject to ultrasonic testing shall be accepted or rejected on the basis of the defect rating and length in accordance with Table 11- 3 of CSA W59. In the case of dynamically loaded structures see Clauses 12.5.4.3. and 12.5.4.4 of CSA W59 in lieu of the previous paragraphs. Refer to the particular Welding Procedure Data Sheet for the geometry of preparation, fit -up, welding symbols and permissible range of thicknesses. Welding Engineering Standards W.E.S. & General Specifications ti 8 FIGURE 1 ACCEPTABLE AND UNACCEPTABLE FILLET WELD PROFILES r L_ Daviele Fillet WM/ he dM M COWS id? 'c• W. On ertM •1I•see1,4% AtotraOM Fillet 1,44,1 Prefiltl e.0 I4, 1 Sot Vt. 1NAe•u Iww, Itnw.e Own*. wge.,t 1a.M1 Como le, Vnxws. to Vtietteletl4 /NM e/t1/ ►,snits FIGURE 2 MEASURED AND EFFECTIVE SIZES OF FLAT OR CONVEX FILLET WELDS S = measured size E = effective sizes G= gaps 9 = angle between fusion faces F cos 450 sin B free table below! cos (9/2) 1 Site 01 en eauivelent fillet weld between fusion licit it goo hiving the isms thfest thickness 51 the msssured 111Ist sire unser tee skewed cond1110n. 2The gso on either side incl. febricetion tOlerenes shell not exceed 3/16 Inch. 60 60 65 70 75 180 85 93 95 100 105 110 115 120 F 0.707 0.760 0.811 0.86110.909 0.955 1.00 1.04 1.08 t12 1.16 1.19 1.22 Welding Engineering Standards W.E.S. & General Specifications l�f FIGURE 3 COMPLETE JOINT PENETRATION GROOVE WELDS EL DC, (0) First Side Welded (i) (b) Bock of first pass gouged to Sound Metal (i) (c) Second Side Welded Preparation. Gouging and Welding of Butt Joints from both sides Welding of Butt Joints from one side on Backing Welding Engineering Standards • W.E.S. & General Specifications z _~ ~Z JU 0O NO J WO 2 LQ PO I d. F. W Z F=. F- O Z 1- W 0 U co O 0 F- LU W H H ti O .. z 0 0 ~` Z 10 FIGURE 4 ACCEPTABLE AND UNACCEPTABLE GROOVE WELD PROFILES cl Acceptable Groove Weld Prattles let Butt Joints IIe.ele+eeMIM •A* swill rel esem rench Mwl It.fet Trues+ Eaoune finenu., GN•ven a liMoerim Unacceptable Groove Weld Profiles In lull Joints Eal Overlap TABLE 1 MINIMUM FILLET SIZE Material Thickness, t, of Thicker Part Joined (mm) Minimum Size of Fillet Weld (mm) ts12 12<ts20 20<t 5 ) Single pass 6 } welds must 8 } be used. Material Thickness, t, of Thicker Part Joined (Inch) Minimum Size of Fillet Weld (Inch) t 1/2 1/2<ts3/4 3/4 <1 3/16 } Single pass 1/4 ) welds must 5/16 } be used. Welding Engineering Standards • W.E.S. & General Specifications 11 TABLE 2 MINIMUM GROOVE DEPTH FOR PARTIAL JOINT PENETRATION GROOVE WELDS Thickness, t, of Thicker Part Joined (mm) Minimum Groove Depth* - mm Groove Angle at Root Groove Angle at Root • 45° • 60° (V•, Bevel -Grooves) : 60° (V., Bevel., J-, U -Grooves) ts12 12<ts20 20 < t s 40 8 10 12 5 6 8 40<ts60 60 < t 14 16 10 12 Thickness, 1, of Thicker Part Joined (inches) Minimum Groove Depth' • Inch Groove Angle Groove Angle at Root at Root x 450 < 60° (V•, Bevel -Grooves) x 60° (V-, Bevel-, J-, U - Grooves) 1 s 1/2 1/2<ts3/4 314cis11/2 5/16 3/6 7/16 3/16 1/4 5/16 11/2<ts21/4 2 1/4 c t 1/2 . 5/8 3/8 1/2 TABLE 3 WORKMANSHIP TOLERANCES FOR GROOVE WELDS Root Not Gouged Root Gouged 1. Root Face of Joint 2. Root Opening or Joints . without steel bo:kin; • wan stet' boctin; 3 Groove An; a of Joe:: s 2 mrn s2mn •6mn • 2m^ . 10° .50 Not Imted . 2 mn •3mn Not cook:cote Not c::t' cote ' Root Not Gouged Root Gouged 1 Root Foci of Joint 2 Root Ooenin; of Joints . wltnou• Vee! bO:kin; • wan Vet t:o:i ng 3 Groove Ar* a cf : 1!16 Incn z 1/16th:n . 1/e tncn • We Inc' • 1v ,5° Not lmted . trier . 1 /d inn Not cooti:cote NOt cOOb:Oole .y0 Welding Engineering Standards • W.E.S. & General Specifications 12 TABLE 4 (METRIC) BASE METAL AND MATCHING ELECTRODE CLASSIFICATIONS (applies to statically loaded structures only, for dynamically loaded structures refer to Table 12-1, CSA W59 -M1989) Note: for mandatory use of basic (3NAW) or 'CH' designated FCAW electrodes. see Clauses 5.2.2.2. 5.2.4.3 and Tobfe 5.3. lose MOW Maned. Csote rieetion Numbers •r Eavhalenil** 111.1 Specified Min CAN3•Ga0.21•M ASTM SMAW GMAW /CAW IAM G.•up limbs Stenon of low Meal CIA CSA CSA CIA CIA (MF.) W41.1 -M W41.3•M W11.1.M W41.11.14 W41.1.M 1 UD to 400 Inc!. 4.36 (I s 203 mm) 14100 E111305•X E410X1•X F410X•EXXX whin Y.P. a 250 A53 Goode 1 (ASCU E4$OXI.X F480x1x101 *441 (hormo2l•a t s 102 mm) A530 Groat A A515M Groo•s 310 1 415 A516M Graces 3101 415 A570 Graces 30 & 33 2 Up to 400 incl. 260w A36 (1 a 2C3 mm) 1480XX • EISOXX•X ERa103.X (110X1•X Fe10X•EXYX when v./.. 250 260W1 A111 (102 mm a 1 a 203 mm or EI1OXX Ee1ox1•X Fa101•EXXX 300W (►455) Normatrleo 38 mm a t a 102 mm) A500 Grooe 8 A501 A529 A570 Gropes 36. 40 1 45 A572 G'cce 42 A607 Grace 45 _ 3 Over 40710 430 300W A212o r, 1410XX E410ZX•X Ef410SX 64e0X1•X F4110x•Exxx nclus:v 300W1 A441 (I a 102 mm cr 350W Normand t a 38 mm) 353WT A500 Gracie C 350AA) A5151/ Grcaes450 1 185 350A101 A5161.1 Grco•s450 1 485 380w (ISS) A570 Groot 50 - 3410W1 (133) A572 Grcoe 50 A5e8O1 A606 A607 Greats 50 1 S5 A616 A633 Grc:es :• C one 0 4 Ove! 450 20 553 400N 400W1 AS72 G!coes W 1 65 !SSCXx•x ERe2S. ism. Fi:x. EZX)• tnchrs+ve 130A01, 4301.1ot A607 Groo.l 601 65 160C. FIXX•!CXXX. *603 Groo. E 5 Ove! 55010 620 MOW. 4IOW1 E620XX•X E2o05. EOX1x. F:XX-EXXX• nclusry 48301 E90C. FOXX•ECxXX• 1804,131 A607 Groa• 70 6 Over 62010 70C inclusive A514 (63 mm a 2 a 152 mm) E600XX•X 6221003. E10X1x• FIC X•EXXX• F 1CXX•ECx10(• 7 Over 71 03) 7000. 70001 A514 0 a 64 mm) E7001X•X EA1105- E11X1x• I F11XX•EXXX• AS17M 1 F11XX4CX0• ..AS.21 AS.21 AS.23 AWS Notes: (1) foe oneDnOnl. N/ Too.es 11.2A me 11.75 (7) in cos. of etzeDoon 1010.' AOte (1) f:! •10: Poo*: o,.t' Mon mo•:n.•.;. tn. vo'.,s C.! M0' e! Vie pow .M:t-oo CI :t•.'�D�O�. 10• a :`•ones &ray mon mar:nnC me voi,m o' X.12 Ina! or Int nel:ItitOg erl:-oet ctou.•:c•:n (3) for un, pnr•D eDyco+onl wrote ►nit oeDovre: woe -+.'>• snV n:ve 11107 trmel.:n1'+c :0^s•or+ 11►•1!ol+ce O''+0: a r-s.o• co•ow enaae:/•1!ra :c Re Dese memo. me no:re-444 Ciovlei 5 2 1 4 0M: S 215 rot CDdr f4) Onrr NDts wort tf:Dt^rtS 1:02V. fol (5) COmD.4fe":"ID1ne"O••On 070vf we•cs me a ream Mt 0•Syn010 n0!:n:•+; 54:Ir:05 CIOts':o':^s ncynot OIvet:o r.f ief:oft: r..'vn."^ WV* Ire''; t Of MO OCSA mew Welding Engineering Standards W.E.S. & General Specifications vox.m...�5 .• .rwaulmat y 13 TABLE 4 BASE METAL AND MATCHING ELECTRODE CLASSIFICATIONS (applies to statically loaded structures only, for dynamically loaded structures refer to Table 12.1, CSA W59 -M1989) Note: For mandatory use of basic (SMAW or 'CH' designated FCAW electrodes. see Clauses 5.2.2.2.5.2.4.3 and Table 5.3. eat. Metal Sleeked. Cls,Vfeellen Numbers eel leuhalem", *feel Group 6p.eV.d MIn. Tens4e *isnot% et las. Metal (ksl) CIA G40.21 ASTM SUAW GMAW KAW 6AW CIA WIS.1.M CIA W41.3.M CIA W4$.4.M CIA W41.I.M CIA W1I.60M 1 Up to 60 mei. when Y.P. a 36 A36 (t sr) AS3 Graze 1 Atilt (Normtlktea I s Al A500 Grao. A ASIS Groom SS. 60 A516 Graces SS. 60 AS70 Gracie: 33 33 1410XX E4$OXX E4A60sx E110XT.x EIIOXT.X FItox.00:X FA60X.E)03c 2 Up 10 60 mal. 'men Y.1..30 34W 36WT uW (M55) A36 (1 < 1•) A/41 (4•.I.6•et Normauec 1.5• < 14 11 A530 Grace 1 A501 A529 A573 Graces 36. 431 45 AS72 Grace 42 A607 Grotto 15 1410XX . eel E41OXX E460XX.X Ef14603-2 14110414 or (410XT.x f460x•EX7Uc Or F4IOX•E. x 3 Over 60 10 70 inciuev' 14W 41W7 50W SOWI 50A131 50AYo) SSW (Mss) SSW) (MSS) A2424141 A441 (1 < 4• or Norm:woo 1 < 1.6•) *500 Groae C AS15 Grooes 65. 70 A516 Graces 65. 70 A570 Grade SO A572 Grace 50 AS66o1 *606 *607 Graces 50. 15 _ A611 A033 Groo.s A. C or•c 0 1463XX EIIOXX•X EO/I054 EIIOxf•X N60x•EXXX 4 Ove• 73 to 63 lnetut+ve 63w. 63W7 60A01. 63A!1: AS72 Grooes 60165 A607 Grooes 63 1 63 A533 Grace E ESSOXX•X E1160S• 130C. EIXIX. FiXX-1300t• FIXX•ECXXX• 5 Over 60 10 00 ri iuslve 70w1"1, 70wT 70401. 73a'711 *637 Grace 70 E620xX•X 11903. E9OC. EOXTX• i9XX•EXJOf• FOXx•ECXCX. 6 Over 90 to t00 mewLve ASIA (2.5' < 1 < 6•) 1600XX•X En !COS- E10XTx• FIOXX.EXXX• f 1OxX•E CVOs• 7 Over 1033/ 1000. 100Q7 A511 (1 < 2.5•) 4.517 E760Xx•X Ei110S• 111XTx• F11X.X•EXXX• c11XX.ECX • *5.21 A5.29 AS.23 Awl hetet: (1) For etce?nont. see loges 11.24 aria 11.25 (2) M cote or eel:conn unoer Nato Mier 1:e:t2eel /owe, Mon mc'. tM vo re :•' X, els Mo' :•• fno rower e4:rt:oe eicrofco ion: tar weerrooet nigh*, mon ma!:nin; me vogue or )(wit that 01 me rnor:Wn; erectaa• crourea ':1 (3) Fcr u,ponre: o:Dire:mons wlNre Ifle atac& I we:a meta, Ina h*ve s'r^.'r or crenvxmon Cor: 0.1 resisronce chlor i'rnlo' carat' a :r:Crinst.:s to me Past me .0( me reaureefelr, of Clo..rles 5.2 11 cne S 21.5 s1er.I cDay (4) Only tyDet w -m orocernes svlc0le for me'=n; (3) Co moiele,'ointDene':n0n;Poo'ewe':1 mooswr!ntn. :13L;nale2�+2•:nrn;e•t7701CIG3':::••liMay no•aeveroA"tsce:rata:.n'w-imiferW41•'en;tri Of tie cost meta Welding Engineering Standards W.E.S. & General Specifications vlx.a.l•vn ,v�gnfC.•r APS ARCHITECTURAL PRECAST STRUCTURES LTD. Tel: (604) 888-1968 9844-199A Street, Langley, BC CANADA Fax:(604) 888-6522 WELDING PROCEDURE SPECIFICATION FOR SHIELDED METAL ARC WELDING SPECIFICATION No.: SMAW1 Scope This Welding Procedure Specification covers arc spot welding and related of steel structures which are fabricated in accordance with the terms outlined in CSA Standards W 47.1 and W 59, latest revisions. The attached Data Sheets form an essential part of this specification. A change in any of the essential variables contained in succeeding paragraphs or detailed on applicable Welding Procedure Data Sheet(s) shall require a new Welding Procedure Specification and/or a new Welding Procedure Data Sheet(s). Welding Procedure The welding shall be done manually using the SMAW (Shielded Metal Arc Welding) process. Joints shall be made following the procedural stipulations indicated in CSA W59, and may consist of single or multiple passes in accordance with the accepted Welding Procedure Data Sheets to which this specification refers. Base Metal The base metal shall conform to the specifications of steel groups 1, 2, 3 of Table 11-1 or Table 12-1 (CSA W59). Other groups may be welded provided Welding Procedure Data Sheets are accepted by the Canadian Welding Bureau. Base Metal Thickness Base metal thicknesses from 3 mm (1/8") to UNLIMITED THICKNESS inclusive may be welded under this specification providing the respective Welding Procedure Data Sheets have been supplied and accepted for the appropriate weld size. Welding Procedure Specification C•WR Acc,.i,1.6 CSA W47.1 E P 2 0 1999 .441.4.1=,, L.. • 0(4,.. x CWB D,� E$ S/O' A ti9 /I \a .` SIC Or\ nu" ENGINEERZR SUPERVISOR X Stamped by: P.Eng. Div. 1 /Div.2 or Welding Supervisor Div. 3 Welding Procedure Specification Shielded Metal Arc Welding• Filler Metal The filler metal shall be certified by the Canadian Welding Bureau as conforming to CSA Standard W48.1 -M1991 or W48.3 -M1993. Storage and Conditioning of Electrodes Basic Electrodes All basic electrodes shall be delivered in hermetically sealed containers that do not show evidence of damage. However, if such containers show evidence of damage, the following shall apply: (a) Basic electrodes conforming to CSA Standards W48.1 shall be dried for at least 1 hour at a temperature between 370 °C (700°F) and 430 °C (800°F) before being used or otherwise treated as non -basic electrodes. (b) Basic electrodes conforming to CSA Standard W48.3 1 shall be dried for at least 1 hour at a temperature between 370 °C (700°F) and 430 °C (800°F) before being used. Immediately after being removed from hermetically sealed containers or from drying ovens, electrodes shall be stored in ovens held at a temperature of at least 120 °C .—.) (250°F) Basic electrodes of E480XX (E70XX) classification that are not used within 4 hours after removal from ovens shall be reconditioned in accordance with the requirements of Clause 5.2.2.4.1. of CSA W59. Basic electrodes with strength levels above the E480XX (E70XX) classifications that are not used within 3 hours* after removal from ovens shall be redried between 370 °C (700°F) and 430 °C (800°F) for 1 hour before being used. * Shorter periods of exposure time shall be considered at high atmospheric humidity and temperature conditions. Basic electrodes shall be redried no more than once. Other Than Basic Electrodes All other than basic electrodes shall be stored in warm and dry conditions and kept free from oil, grease, and other deleterious matter once they have been removed from their containers and packages. Electrodes that have been wet shall be discarded. Welding Procedure Specification Shielded Metal Arc Welding et+�t;�vrfmkn�:P�rr�7rEu?WI! Vi!4e.....1t.97ft' d �/..•Al1�1.I 3 Position The welding shall be done preferably in the flat position, but other positions such as horizontal, vertical and overhead are permissible providing the proper Data Sheets are supplied and approved. Preheat The minimum preheat before welding will comply with Table 5-3, CSA W59. Minimum preheat to be maintained or exceeded during welding. If welding is interrupted for some time so that the temperature of the base metal falls below the minimum preheat temperature, then arrangements will be made to preheat again prior to recommencing welding. The weldment shall be allowed to cool to the ambient temperature, without external quench media being supplied. In other words, do not cool using water or by immediate placement in frigid conditions which will cause a quick temperature change. Electrical Characteristics Welding equipment will be used having a drooping voltage characteristic. The welding current specified will be direct current (straight or reverse polarity) or alternating current. The current range will be as per electrode manufacturer's instructions and will be shown on the Welding Procedure Data Sheets. Welding Technique The correct amperage and voltage, speed of travel, thickness of layers, number of passes, position, material electrodes and any special instructions will be as per Data Sheet. Arc strikes outside of the area of welds should be avoided on any material. The arc shall be initiated and maintained as follows: EXX10-EXX11 Electrodes Flat —4 Hold an arc of 3.2 mm (1/8") or less or touch the work lightly with the electrode tip. Move fast enough to stay ahead of the molten pool using a slight whipping technique. Welding Procedure Specification Shielded Metal Arc Welding ewxy„arnc;x.r. Vertical -* Vertical -down techniques are used by pipeliners and for single -pass welds on thin steel. Vertical up is used for most plate welding. Make the first vertical up pass with either a whipping technique for fillet welds, or with a circular motion for V -butt joints. Apply succeeding passes with a weave, pausing slightly at the edges to ensure z penetration and proper wash-in. z cew Overhead and Horizontal Butt Welds --> These welds are best made with a series of stringer beads, using a technique similar to those described for first-pass vertical -up o welds. cn o J = H �w w0 Flat -* Use stringer beads for the first pass except when poor fit -up requires a slight 2 weave. Touch the tip of the electrode to the work or hold an arc length of 3.2 mm (1/8")maw' or less. Move as fast as possible consistent with desired bead size. cn IA Vertical -Up —+ Use a triangular weave. Weld a shelf at the bottom of the joint and add Z layer upon layer. Do not whip or take the electrode out of the molten pool. Point the F- O electrode slightly upward so that the arc force helps control the puddle. Travel slow w 1- enough to maintain the shelf without spilling. ? o UU Overhead -4 Make stringer beads using a whipping technique with a slight circular o motion in the crater. Do not weave. Travel fast enough to avoid spilling. w U.I U. 0 w ..z Flat --> Use low current on the first pass or whenever it is desirable to reduce admixture o (22 with a base metal of poor weldability. On succeeding passes, use currents that provide p'-- best operating characteristics. Drag the electrode lightly or hold an arc of 3.2 mm (1/8") z or less. EXX12-EXX13-EXX14 Electrodes EXX15, EXX16, EXX18 "Basic" Electrodes Do not use a long arc at any time, since EXX18 electrodes rely principally on molten slag for shielding. Stringer beads or small weave passes are preferred to wide weave passes. When starting a new electrode, strike the arc ahead of the crater, move back into the crater, and then proceed in the normal direction. On AC, use currents about 10% higher than those used with DC. Govern travel speed by the desired head size. Vertical -4 Weld vertical -up. Use a triangular weave for heavy single -pass welds. For multiple welds, first deposit a stringer bead by using a slight weave. Deposit additional layers with a side-to-side weave, hesitating at the sides long enough to fuse out any small slag pockets and to minimize undercut. Weaving may be used up to 2-1/2 times the diameter of the electrode. Do not use a whip technique or take the electrode out of the molten pool as porosity results. Travel slowly enough to maintain the shelf without causing metal to spill. Welding Procedure Specification Shielded Metal Arc Welding 5 Overhead -4 Deposit stringer beads by using a slight circular motion in the crater. Maintain a short arc. Motions should be slow and deliberate. Move fast enough to avoid spilling weld metal, but do not be alarmed if some slag spills. EXX24 Electrodes Flat -> Use a drag technique; tip the electrode 10 to 30 degrees in the direction of travel and make stringer beads. Weld with the electrode tip lightly dragging on the work so that molten metal is forced out from under the tip, thereby promoting penetration. Travel rapidly, but slow enough to maintain good slag coverage. Stay about 6 mm -10 mm (1/4" - 3/8") ahead of the molten slag. If travel speed is too slow, a small ball of molten slag may form and roll ahead of the arc, causing spatter, poor penetration, and erratic bead shape. Horizontal Fillets and Laps - Point the electrode into the joint at an angle of 45 degrees from the horizontal and use the "flat" technique described above. The tip of the electrode must touch both horizontal and vertical members of the joint. If the 45 degree angle between plates is not maintained, the fillet legs will be of different sizes. When two passes are needed, deposit the first bead mostly on the bottom plate. To weld the second pass hold the electrode at about 45 degrees fusing into the vertical plate and the first bead. To make multiple -pass horizontal fillets, put the first bead in the corner with a fairly high current, disregarding undercut. Deposit the second bead on the horizontal plate, fusing into the first bead. Put the final bead against the vertical plate. Deep -Groove Butt Welds -4 To hold the large pool of molten weld metal, either a back- up plate, or a stringer bead made with a deep -penetration electrode is required. Deposit beads with a stringer technique until a slight weave is required to obtain fusion of both plates. Split -weave welds are better than a wide weave near the top of the deep grooves. When welding the second last pass, leave enough room so that the last pass will not exceed a 1.6 mm (1/16") build-up. A slight undercut on all but the last pass creates no problems. because it is burned out with each succeeding pass. EXX28 "Basic" Electrodes Techniques for the EXX28 are the same as those for EXX24. Special care should be taken to clean the slag from every bead on multiple -pass welds to avoid slag inclusions. Preparation Of Base Material The edges or surface of parts to be joined by welding shall be prepared by oxy- acetylene machine cutting. Where hand cutting is involved the edge will be ground to a smooth surface. All surfaces and edges shall be free from fins, tears, cracks or any other defects which would adversely affect the quality of the weld. All loose or thick scale, rust, moisture, grease or other foreign material that would prevent proper welding or produce objectionable fumes, shall be removed. Welding Procedure Specification Shielded Metal Arc Welding .1 :li•*KC7zY?+Ti;'?!iti57�NatN%rriT.1 6 Quality, Cracks or blow holes that appear on the surface of any pass shall be removed before depositing the next covering pass. The procedure and technique shall be such that undercutting of base metal or adjacent passes is minimized. Fillet and butt welds shall meet the desirable or acceptable fillet weld profiles shown in Figure 5.2, CSA W59. The reinforcement in groove welds shall not exceed 3 mm (1/8") and shall have a gradual transition to the plane of the base metal surface. Undercut shall be limited to that described in Clauses 11.5.4.1(0 or 12.5.4.1(h) of CSA W59. All welds shall be free from overlap. In general, the weld quality will be such as to meet the requirements of Clause 11.5.4/12.5.4. of CSA W59. Weld Metal Cleaning Slag or flux remaining after a pass, shall be removed before applying the next covering pass. Prior to painting, etc., all slag shall be removed and the parts shall be free of loose scale, oil and dirt. Treatment of Underside of Welding Groove Prior to depositing weld metal on the underside of a welding groove, the root shall be gouged, or chipped to sound metal, unless otherwise specified on the applicable Data Sheet. Welding Procedure Specification Shielded Metal Arc Welding CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET S1 '9 9 9. 07 No. Date Name of Company APS Architectural Precast Structures Ltd. Complete Address 9844 199A Street p Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Procedure SMAW 1 Spec Specification No. Applicable CSA w47.1 & W59 Standard(s) CHECK TYPE OF IN Manual (SMAW) 0 Submerged -Arc (SAW) WELDING PROCESS 0 Flux -Core (FCAW) 0 Solid Wire (GMAW) Welding FLAT/HOR position Electrode (Wird) E41011 Classification Material STEEL IN COLUMN 2 OF TABLE 5.3 W59 EXCLUDINGMINIMUM Designations 44W, 44WT, A570 Gr50, A572 Gr50, A607 Gr50 PREHEAT MAXIMUM MINIMUM TABLE Interpass Interpass as per 5.3 Temperature Temperature CSA W59 Si• eS/PS Z Site . &A ..�1�Z!n'!iz S• � S S ....... TYPICAL PASS AND LAYER SEQUENCE TYPICAL JOINT PREPARATION Automatic or Semi -Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back -gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT • TEE Electrical Stickout Shielding 0 Cfph Gas: ❑ Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD • Minimum as per CSA W59 0 CORNER ■ LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes Wire Feed Speed Volts Arc Travel Speed , Heat Input (mm) (mm) 5 1 1 1 3.2 AC or 90-130 6 1 1 1 4 DC+ 120-160 8 2 1 1 4 120-160 2 1 2 4 120-160 10 1 1 1 4 " 120-160 1 2 2,3 4 " 120-160 13 1 1 1 5 II 160-200 1 2 2,3 5 " 160-200 1 3 4,5,6 5 ii160-200 Revision Date Explanation CWB Approval Engineer's Stamp'. �' �o�• at `� 4,A ''+3G/NEAR •Div.2-Engineers Div. ,' "\ - ' _ I ' 1 °y F `•i .4'J , °� V M or 1 Stamp 3 -Welding Supervisor Welding Procedure Data Sheat 4 CW8 Accepted to CSA W47.1 7 , SEP 2 0 1999 C.Ct3 Si�r.0 v3h:f Onl Vlhe:� 1Vn,u it 1 2 ' ' y ,ai g n Cc. . jmablen c rlified by C.W,[i•,y� w (CI.8.2.:.1, C t, W47,1) Al `) ""'"""'"" Prepared q1 YS KC 5su NGiNEERING LT 1111 fl^ Tel (604)931-3224 Fax (604)9364226 '""'" ^" ^''°"�"'��'�'" ICOSVOIMAIt'aY4(%J ve--Orls.f� ���rr ■ ■ wri rr.�r+bb+r4�wli.o eas rw. ._i.... -... CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET S4 '9 9. 9. 07 No. Date Name of Company APS Architectural Precast Ltd. Complete Address 9844 199A Street p Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Spey. Procedure SMAW 1 Specification No. Applicable CSA W47.1 & W59 Standard(s) CHECK TYPE OF • Manual (SMAW) 0 Submerged•Arc (SAW) WELDING PROCESS 0 Flux -Core (FCAW) 0 Solid Wire (GMAW) Welding FLAT/HOR Position Electrode (Wire) E48024 Classification Material Designations STEELS IN COLUMN 2 OF TABLE 6.3 CSA W69 PREHEAT MINIMUM MAXIMUM MINIMUM TABLE Into pass Interpass as per 5.3 Temperature Temperature GSA W$ ' sma z sale / 1� s • TYPICAL PASS AND LAYER SEQUENCE TYPICAL JOINT PREPARATION Automatic or Semi -Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back -gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT ■ TEE Electrical Stickout Shielding 0 Cfph Gas: 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD ■ Minimum as per CSA W59 0 CORNER • LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes Wire Feed Speed Volts Arc Travel Speed Heat Input (mm) (mm) 5 1 1 1 3.2 AC or 140-180 6 1 1 1 4 DC- or 180-200 8 2 1 1 4 DC+ 180-200 2 1 2 4 " 180-200 10 1 1 1 4 180-200 1 2 2,3 4 is 180-200 13 1 1 1 5 is 210-240 1 2 2,3 5 ss210-240 1 3 4,5,6 5 " 210-240 Revision Date Explanation CWB Approval Engineer's Stamp* �0 e, Q 9� iii $` ; "u do R �� , um y,F -�'GtIVEEas * Div.2-Engineer's Stamp Div. 3 -Welding Supervisor Welding Procedure Data Shut ; I C`,N3 Accepted to GSA W47.1 l i y )ini ,, SEP2J1.39`a j Ac.ce '�tCnc3 v rNr! only whar� y+to;�Srtg C r1:�i1!fi�..b105 C�:rt1fiF» by GV• .0 (C1.8.:.;'.1. CSA W41.1) *i h .:".e.r-.....-.•T•--•••,4.1.••nza-xxlazCiar:1rxt,":I Prepared by: �j k r A 4./ i t�/ V jUE J�. p g� ^�i�l� �.,,�, �'vL '`fV 1 �s Tel (604) 931-3224 Fax (604) 9364226 • CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET S5 J. 9- 9. 07 No. Date Name of Company APS Architectural Precast Ltd. Complete Address 9844-199A Street Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Wldg. Procedure SMAW 1 Specification No. Applicable CSA W47.1 & W59 Standard(s) CHECK TYPE OF • Manual (SMAW) 0 Submerged-Arc (SAW) WELDING PROCESS 0 Flux-Core (FCAW) 0 Solid Wire (GMAW) Welding FLAT/HOR Position Electrode (Wire) E48018 Classification Material STEEL GROUPS 1,2,3 DesignationsInto TABLE 11.1 & 12.1 W59 PREHEAT MINIMUM MAXIMUM MINIMUM TABLE pass Interpass as per 5.3 Temperature Temperature GSA W59 S /1)E z J 41 i S E II at:lba .. Iii.11 wS �+ S aileCklano 's TYPICAL JOINT PREPARATION TYPICAL PASS AND LAYER SEQUENCE Automatic or Semi-Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back-gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT • TEE Electrical Stickout Shielding 0 Cfph Gas: 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD ■ Minimum as per CSA W59 0 CORNER ■ LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes 111 Wire Feed Speed \ Volts Arc Travel Speed Heat Input (mm) (mm) 5 1 1 1 3.2 AC or 120-160 6 1 1 1 4 DC+ 140-180 8 2 1 1 4 140-180 2 1 2 4 140-180 10 1 1 1 4 140-180 1 2 2,3 4 II 140-180 13 1 1 1 5 210-240 1 2 2,3 5 Of 210-240 1 3 4,5,6 5 210-240 5 1 1 1 2.5 i,90-120 Revision Date Explanation CWB Approval Engineer's Stamp' �� o • i, /A tit� 3 S• taw 3 Fc. -u N - '>^'GIN£E.* �•,,... Div. 2-Engineer's Stamp Div. 3-Welding Supervisor Welding Procedure Data Sheet CWB Accepted to CSA W47.1 a ;(-, SE-_-P2I0 199 Accepteer'.ce valid only vrhon Wo'd(ng h Co unnblo:: :,rtii(Fl:ibyC.Y•1.i. w (CLB'-:' 1. OSA W47.1) -.:1........”......,---,-. ”....,,,...-..7....-0,-.0"1:.:1 Prepared by: I . _ .5KC 5iu ENGINEEKING LTD'. I Tel (604) 931-3224 Fax 4 ..x,.�r�vvm�tz»«anxc�«vx.kdL3`GEkti`+91,�htTki9 ..:i;JYI�F CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET S6 ;y g 9- 07 No. Date Name of Company APS Architectural Precast Structures Ltd. ComComplete Address 9844 199A Street P Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 _ Procedure SMAW 1 Spec Specification No. Applicable CSA W47.1 & W59 Standard(s) CHECK TYPE OF • Manual (SMAW) 0 Submerged -Arc (SAW) WELDING PROCESS 0 Flux -Core (FCAW) 0 Solid Wire (GMAW) Welding VERTICAL position Electrode (Wire) E48018 Classification Material STEEL GROUPS 1 2 3 Designations ' ' TABLE 11.1 & 12.1 W59 PREHEAT MINIMUM TABLE MINIMUM MAXIMUM Intl) pass Interpass as per 5.3 Temperature Temperature CSA WS9 s ..S • $/PE CAP 0. -Zinn is TYPICAL PASS AND LAYER SEQUENCE TYPICAL JOINT PREPARATION Automatic or Semi -Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back -gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT • TEE Electrical Stickout Shielding 0 Cfph Gas: 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD • Minimum as per CSA W59 0 CORNER ■ LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes Wire Feed Speed Volts Arc Travel Speed Heat Input (mm) (mm) 5 1 1 1 3.2 AC or 110-140 6 1 1 1 4 DC+ 130-160 8 1 1 1 4 11 130-160 4 " 130-160 10 1 1 1 4 " 130-160 1 2 2 4 " 130-160 13 1 1 1 4 II 130-160 1 2 2 4 " 130-160 1 3 3,4 4 " 130-160 Revision Date Explanation CWB Approval En .- • . S, fcc Welding el�inq Procedure Datata Sheet iCWB Accepted to CSA W47.1 SEP 20 99.-) 'I u %cceptnncs valid only why» i.Vo;ding ; ;i t-c•n5urnabha,c'rtitiarib,C.W.E1. r• (Ci.13. ,!.1. csA v,,a.•r.1) r -'-w�- ^--- r - ^ w�•- � =K�n*� R•` °cL v r .. $.a \; • Div. 2 -Engineer's Stamp 3 -Welding Supervisor Prepared by: • ..-• - 1 .'... %.)11) LIVU114 .E.Rligl ' Li V: i Tel (604)931-3224 Fax (604)936-4226 41111220/1.. rc�(,�tiy;K7u,;>i3w, CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET S7 9 9. 9. 07 No. Date Name of Company APS Architectural Precast Ltd. Complete Address 9844-199A Street p Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Procedure SMAW 1 S pe Specification No. Applicable CSA W47.1 & W59 Standard(s) CHECK TYPE OF • Manual (SMAW) 0 Submerged -Arc (SAW) WELDING PROCESS 0 Flux -Core (FCAW) 0 Solid Wire (GMAW) Welding OVERHEAD Position Electrode (Wire) E48018 Classification Material STEEL GROUPS 1 2,3 Designations ' TABLE 11.1 & 12.1 W59 PREHEAT MINIMUM MAXIMUM MINIMUM TABLE Interpass Interpass as per 5.3 Temperature Temperature CSA W59 s7 • .Sitz Z os /Pa / rAP SI. 0-Zprg, TYPICAL PASS AND LAYER SEQUENCE TYPICAL JOINT PREPARATION Automatic or Semi -Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back -gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT ■ TEE Electrical Stickout Shielding 0 Cfph Gas: 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD • Minimum as per CSA W59 0 CORNER ■ LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes Wire Feed Speed Volts Arc Travel Speed Heat Input (mm) (mm) 5 1 1 1 3.2 AC or 110-150 6 1 1 1 4 DC+ 130-170 8 2 1 1 4 130-170. 2 1 2 4 130-170 10 1 1 1 4 130-170 1 2 2,3 4 130-170 13 1 1 1 4 II 130-170 1 2 2,3 4 130-170 1 3 4,5,6 4 i.130-170 Revision Date Explanation CWB Approval Engineer's Stamp' FMGlivi✓�a * Div. 2- Div. 3 � •.. 9 , t iu 11(tIT16 1 ` o°�u M `� glneet's Stamp -Welding Supervisor 1 Welding Procedure Data Sheet CWB Accepted to CSA W47.1°Q-0 ` SEP 2 0 1999 `' 11 •1 '1 1 /Acceptance valid ()ply vmon 4110', ing 4 C'on:;?�mblo.s c�'rtitirlri by C.W.B. / li (CI.8.2.;'. i, C: ;fi ,.�7.I) �>rzN� s"`""''"""""' Prepared b P Y� • 5 KC SIU ENGINEERING LTua 1 1 Tel (604)931-3224 Fax (604)9364226 ..my..N.w+atM'�a+M.�ttzLX74`.;,+�Y 7;ia'.^•r?Mt'�.�:)n'"r:jysrf49;rt:'�:�srT..N±. ;�','��$ �6��°e ai�ly i:ti'�ttPi:;S!%n"1��:%Mii?. �v+��iarwrrat:w CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET S9 9, 9. 07 No. Date Name of Company APS Architectural Precast Structures Ltd. Complete Address 9844-199A Street p Langley, BC V3A 4P8 Tet: (604) 888-1968 Fax: (604) 888-6522 SpecProcedure SMAW 1 Specification No. Applicable CSA W47.1 & W59 Standard(s) CHECK TYPE OF ■ Manual (SMAW) 0 Submerged -Arc (SAW) WELDING PROCESS 0 Flux -Core (FCAW) 0 Solid Wire (GMAW) Welding FLAT/HOR Position Electrode (wire) E48018 Classification Material STEEL GROUPS 1,2,3 Designations TABLE 11.1 & 12.1 W59 PREHEAT MINIMUM MAXIMUM MINIMUMInterpass Interpass TABLE 5.3 Temperature Temperature per CSA W59 i 1 / 1 1 14i49 05/OPt r `9 e/=Z//16. p 9 i ,CSS 1 511.E Z Re>fn. ,-gym, TYPICAL JOINT PREPARATION 1 TYPICAL PASS AND LAYER SEQUENCE Automatic or Semi -Automatic COMPLETE JOINT PENETRATION GROOVE • Back -gouged to sound metal 0 Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 ■ BUTT 0 TEE Electrical Stickout Shielding 0 Cfph Gas: 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD 0 Minimum as per CSA W59 0 CORNER 0 LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes Wire Feed Speed Volts Arc Travel Speed Heat Input (mm) (mm) 5 1 1 1 3.2 AC or 120-160 2 2 2 3.2 DC+ 120-160 6 1 1 1 4 AC or 140-180 2 2 2 4 DC+ 140-180 2 3 3 4 t.140-180 8 1 1 1 4 " 140-180 2 2 2 4 140-180 3 3 3 4 140-180 Revision Date Explanation CWB Approval Engineer s Stamp* ,Q "8"sio til Aimmgrift i Welding Procedure Data Sheat 1 CWB Accepted to CSA W47.1 "i;! SEP 2 0 1999 f ; �.cceptttn.Co ,r,ttd onty when byo ding 0g C�onsumablescertified byC.W.Ei 4" (01.8.2.:•'.t,C!3AW47.1) '��T•�"•"'•'+?I.I►a}.TiPLGiICJCR'Z7SJAtII1 En. SIU 1/10, �tiGINEE� � Div. 2 -Engineers Stamp Div. 3 -Welding Supervisor Prepared by: _ c— �l 1 !.t.- _ %�LI lvli�l�a f�tl`IV LTD. Tel (604) 931-3224 Fax (604) 936-4226 ,,,Rxnorwnofv, :armrn arta 0.711V mtlrnFr'Nrrtnnt`.t�. q!',q CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET S12 '9 9. 9, 07 No. Date Name of Company APS Architectural Precast Ltd. Complete Address 9844-199A Street Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Wldg. Procedure SMAW 1 Specification No. Applicable CSA W47.1 & W59 Standard(s) CHECK TYPE OF ■ Manual (SMAW) 0 Submerged -Arc (SAW) WELDING PROCESS 0 Flux -Core (FCAW) 0 Solid Wire (GMAW) Welding FLAT Position Electrode (Wire) E48018 Classification Material STEEL GROUPS 1,2,3 3 Designations TABLE 11.1 & 12.1 W59 PREHEAT MINIMUM MAXIMUM MINIMUM TABLE Interpass Interpass as per 5.3 Temperature Temperature CSA W59 r . • sa . SIDE rS 1NM BG7:S TYPICAL PASS AND LAYER SEQUENCE r Ab-.340/1 ..9 &co zo....._...11 Retn rtement - 3V7r0. . TYPICAL JOINT PREPARATION Automatic or Semi•Automatic COMPLETE JOINT PENETRATION GROOVE • Back -gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 ■ BUTT 0 TEE Electrical Stickout Shielding 0 Cfph Gas: 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD 0 Minimum as per CSA W59 0 CORNER 0 LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes Wire Feed Speed Volts Arc Travel Speed Heat Input (mm) (mm) 10 13 1 1 1 3.2 AC or 120-160 1 2 2,3 3.2 DC+ 120-160 2 3 4 3.2 120-160 1 1 1 4 AC or 140-180 1 2 2 4 DC+ 140-180 1 3 3,4 4 I I 140-180 2 4 5 4 140-180 2 5 6 4 is140-180 Revision Date Explanation CWB Approval Engineer's Stamp* ►e si„tiy IWelding Procedure Data Sliest 1 CWB Accepted to CSA W47.1 1 t �i. SEP 2 199 4 Acceptance valid only whoa W('dirlq CC'nsumab13S certified by C.W.O. L (CI.R.2.2.t. C!A W47.1) X4,1 "`""TM""`""""^'^''""'cT"1R°�'41'�` 4A�\ulili . ;11 °O c u r.40 �^'GINE��o �'.»..,4- • Div. 2 -Engineer's Stamp Div. 3 -Welding Supervisor ,._ _ Prepared by: '1 KC 5iuNGINLERiNG L,,Yp Ii Tel (604) 931-3224 Fax (604) 936-4226 1:"•1.mtIV .�r"i� "? ; 't�; ,pua;rwr i ,nyt1 CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET RMI'' 2 "' No. �uate Name of Company APS Architectural Precast Structures Ltd. Complete Address 9844 199A Street p Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Procedure SMAW S pe Specification No. Applicable W47.1 & W186 Standard(s) CHECK TYPE OF ■ Manual 0 Submerged -Arc WELDING PROCESS 0 Flux -Core 0 Solid Wire Welding Position FIaUHor Electrode (Wire) E48018 Classification Material CSA W59 Table 11.1 812.1 Grade 1,2,3 Designations J Joined to G30.16.400W Rebar PREHEAT MINIMUM TABLE MINIMUM MAXIMUM Interpass Interpass W59 5.3 Temperature Temperature '/ /�'o ‘02 � 0.1.1_351shro 5t1#46) S/ r / i TYPICAL JOINT PREPARATION TYPICAL PASS AND LAYER SEQUENCE Automatic or Semi -Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back -gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT 0 TEE Electrical Stickout N/A Shielding 0 Cfph Gas: 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD ■ Minimum as per CSA W59 0 CORNER 0 LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes +/-10% Wire Feed Speed Volts Arc Travel Speed Heat Input (mm) (mm) Msec mm/sec 3/16" 1 1 4 mm DC+ 200 (5mm) 1/4" 1 1 4 mm DC+ 200 (6mm) 5/16" 1 1-2 4 mm DC+ 200 (8 mm) 318" 1 1-2 4 mm DC+ 200 ;10 mm) Revision Date Explanation CWB Approval Engineer's Stamp' Oct 02/00 Tested to P10313 02/18/93ssf aF % ti. Q ,,,,, 1 4 \W Welding Proc dliPt CWB Ar,p;•1ved to CSA WiB6 eI �/ l'. Q J G �� /� _ '''" (� S I"11r SIU Prepared by: -- - ,., y r / (E.I E l Yl l I t Y ER11 S a L • . • Tel (604) 931-3224_Eax_(fi.04) 936.226: ,., I =M • Div. 2-EEngineeNs Sia ip Div. 3 -Welding Supervisor ria ': %;;5i?^;n'r"�+,.,.i.a.,i •?; ;jai..,.;,rC.�4+;'�z't,�ii?i'+7!'.;¢fl"." i APS ARCHITECTURAL PRECAST STRUCTURES LTD. Tel: (604) 888-1968 9844 — 199A Street, Langley, BC V3A 4P8 Fax:(604) 888-6522 WELDING PROCEDURE SPECIFICATION FOR FLUX CORED ARC WELDING SPECIFICATION No.: FCAW 1 Scope This Welding Procedure Specification covers welding and related operations of steel structures which are fabricated in accordance with the terms outlined in CSA Standards W 47.1 and W 59, latest revisions. Welding Procedure The welding shall be done semi -automatically using the FCAW (Flux Cored Arc Welding) process. Joints shall be made following the procedural stipulations indicated in accordance with the accepted Welding Procedure Data Sheets to which this specification refers. Base Metal The base metal shall conform to the specifications of steel groups 1,2,3, as per Table 11-1 or Table 12-1 (CSA W59). Other groups may be welded providing procedures and data sheets are accepted by the Canadian Welding Bureau. Base Metal Thickness Base metal thicknesses from 3 mm (1/8") to UNLIMITED THICKNESS inclusive may be welded under this specification providing the respective Welding Procedure Data Sheets have been supplied. Filler Metal The filler metal shall be certified by the Canadian Welding Bureau as conforming to CSA Standard W48.5 — M1990 and accepted Welding Procedure Data Sheets. Electrodes shall be dry aura foreign material. Welding t'roc r1tfre tipecrticaaol : r., A7c;:ntoi to CSA ) ;'EP 2 0 1999 iS / x �a X a :SS ti ‘,04z Aliii , y. i,\44, . q Nx. �a CWB ENGINEER OR SUPERVISOR tamped by: P.Eng. Div. 1 / Div.2 or We/dmng Supervisor Div. Welding Procedure Specification Flux Cored Arc Welding Shielding Gas The shielding gas shall be a welding grade having a dew point of -407°C (-407°F) or lower. The shielding gas/electrode combination shall be certified by the Canadian Welding Bureau as conforming to CSA W48.5 -M1990 or as shown on the accepted _ H Welding Procedure Data Sheets. re 2 wiO UO Flux cored arc welding with external gas shielding shall not be done in a draught or wind unless the weld is protected by a shelter. This shelter shall be of material and shape appropriate to reduce wind velocity in the vicinity of the weld to 8 km/hr (5mph). CO CI �• _ 1.- U) IL, Preparation of Base Metal w o 2 The edges or surfaces of parts to be joined by welding shall be prepared by oxy- g acetylene machine cutting. Where hand cutting is involved the edge will be ground to a U smooth surface. All surfaces and edges shall be free from fins, tears, cracks, or any z w other defects which would adversely affect the quality of the weld. Z �o All loose or thick scale, rust, moisture, grease or other foreign material that would w uj1- prevent proper welding or produce objectionable fumes shall be removed. O CIU O N o E-- ww — O ..z co The procedure and technique shall be such that undercutting of base material or adjacent passes is minimized. o F -- z Quality Cracks or blow holes that appear on the surface of any pass shall be removed before depositing the next covering pass. The reinforcement in groove welds shall not exceed 3 mm (1/8") and shall have a gradual transition to the plane of the base metal surface. Undercut shall be limited to that described in Clauses 11.5.4.1 (f) or 12.5.4.1 (h) of CSA W59. All welds shall be free from overlap. In general, the weld quality will be such as to meet the requirements of Clause 11.5.4 or 12.5.4 of CSA W59. Weld Metal Cleaning Slag or flux remaining after a pass, shall be removed before applying the next covering pass. All welds shall be deslagged and the parts shall be free of loose scale, oil and dirt. Welding Procedure Specification Flux Cored Arc Welding :rtr.1v: frW.cr. �^aa W.uyvrdrPnCYAi'k%'F•f i�Ptt1's'Rs^trptd!!+;bPf s87}i Treatment or Underside of Welding Groove Prior to depositing weld metal on the underside of a welding groove, the root shall be gouged, ground, or chipped to sound metal, unless otherwise specified on the application Data Sheet. The attached Data Sheets form part of this specification. w Position JU UO The welding shall be done preferable in the flat position, but other positions such as co 0 horizontal, vertical and overhead are permissible providing the proper procedures,w i techniques and Data Sheets are supplied and accepted. N 1_ Preheat w o The minimum preheat before welding will comply with Table 5-3, CSA W59. Welding will u. be done at sufficient speed to ensure that the minimum preheat is maintained or = d exceeded. Z If welding is interrupted for some time so that the temperature of the base metal falls z O below the minimum preheat temperature, then arrangements will be made to preheat 2 w again prior to recommencing welding. 0 OCP The weldment shall be allowed to cool to the ambient temperature without external o media being supplied. In other words, do not cool using water or by immediate i 0 placement in frigid conditions which will cause a quick temperature change. u. 1- - 0 ..z w co O~ This will not be applicable to structures welded under this specification, unless a specific Data Sheet showing all the parameters is submitted to the Canadian Welding Bureau and acceptance is obtained. Heat Treatment and Stress Relieving Electrical Characteristics The welding current shall be direct current (straight or reverse polarity) using a constant voltage type power supply. Welding Procedure Specification Flux Cored Arc Welding KinoMaeonoftvirlakT to en rffreem.,5. li� 4 MANUFACTURER'S RECOMMENDED WELDING PARAMETERS This table shows the recommended parameters for all electrodes to be covered by this specification. Remarks Shielding Gas Electrode Classification Position Diameter (mm) Amperage Voltage Wire Feed Speed (mm/sec) Fillets CO2 E4801T9CH F,H 1.2 190-210 24-26 145-152 CO2 E4801T9CH F,H 1.6 275-300 28-31 85-92 Grooves CO2 E4801T9CH F 1.2 150-200 22-24 100-148 Fillets 0 E4801T11CH F,H 1.6 240-250 19-20 67-74 Weldinq Technique Refer to the data for the precise FCAW variable to be used in welding a particular thickness and joint configuration, position and parameters, i.e. stick -out, gas pressure, travel speed, passes and layers, etc. When welding groove joints, the gun should be positioned at an angle of from 5 to 15 degrees from the vertical and pointing toward the weld pool. This trailing technique gives a lagging gas shield and allows the arc to run into the puddle to create more heat. Excellent, deep penetration is the result. The selection of the torch angle depends on joint type, material thickness, edge preparation, in addition to the degree of skill and experience of the operator. Generally, the forehand technique provides better visibility of the weld joint and a flatter weld puddle. The backhand technique yields better penetration. Torch angle is usually maintained with 10 to 20 degrees on either side of vertical. Welding Procedure Specification Flux Cored Arc Welding 71�i4KdRti3Y}1`f',tt-w' 7$7,;'YSIF^.ma76xt7F774r`P�YHakfY.hHrtfl�r!ww,waiM� CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET F1 '9 9. 9. 07 No. Date Name of Company APS Architectural Precast Structures Ltd. Complete Address 9844 199A Street Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Widg. Procedure FLAW 1 Specification No. Applicable CSA W47.1 & W59 Standard(s) CHECK TYPE OF 0 Manual 0 Submerged -Arc WELDING PROCESS ■ Flux -Core 0 Solid Wire Welding Position Flat/ Hor. Electrode (Wire) E4801T9CH Classification Material STEEL GROUPS 1,2,3 Designations TABLE 11.1 & 12.1 W59 PREHEAT MINIMUM MAXIMUM MINIMUM TABLE Interpass Interpass as per 5.3 Temperature Temperature CSA W59 5. /de , s/V.e/ 949 o,7‘2,,, /17 S TYPICAL PASS AND LAYER SEQUENCE TYPICAL JOINT PREPARATION Automatic or Semi -Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back -gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT • TEE Electrical Stickout 20-30 mm Shielding • Cfph 35 Gas: CO2 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD • Minimum as per CSA W59 0 CORNER ■ LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes Wire Feed Speed Volts Arc Travel Speed Heat Input (mm) (mm) mm/sec mm/sec 5 1 1 1 1.2 DC+ 190-210 145-152 24-26 8-9 6 1 1 1 1.6 I I 275-300 85-92 28-31 6-8 8 2 1 1 1.2 II 190-210 145-152 24-26 5-6 2 1 2 1.2 190-210 145-152 24-26 8-9 10 1 1 1 1.6 " 275-300 85-92 28-31 6-8 1 2 2,3 1.6 275-300 85-92 28-31 6-8 13 1 1 1 1.6 275-300 85-92 28-31 6-8 1 2 2,3 1.6 275-300 85-92 28-31 6-8 1 3 4,5,6 1.6 275-300 85-92 28-31 6-8 Revision Date Explanation �B'A�f"'°"'a""'�MI"i En 'neer s Stamp` i Welding NroCEdure (Mita Sheaf i C'WE Accepted to GSA W47.1 � - J v 199 ( Accuf hitt) vatic/ only Whets Wr�lding Co,umarbloscortifiedbyC.W.B. ri: 1 ((:1.li.e.�:. t. CSA W.i7.1) '' „•'=`ems 'sib I Q ,C' 17I n " '.SIU • - 11P ` c' Li,o. (' 4` r a, y � ' Div. =c�ri er stamp Div. 3 -Welding Supervisor Prepared by: - - --_. -_. • f...!',?, ;.,t:.� KING LTD. Tel 604 931-3224 Fax 604 93 ) -...-,....,..."-„."--""`"'^"'"''"'u`.a`: 'xm' ;6;—'4.v.474,"' : 1 CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET F2 • ,.9 9. 9. 07 No. Date Name of Company APS Architectural Precast Structures Ltd. Complete Address 9844 199A Street Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 WIdg. Procedure FLAW 1 Specification No. Applicable CSA W47.1 & W59 Standard(s) CHECK TYPE OF 0 Manual 0 Submerged -Arc WELDING PROCESS ■ Flux -Core 0 Solid Wire Welding Position Flat Electrode (Wire) E4801T9CH Classification Material STEEL GROUPS 1,2,3 Designations TABLE 11.1 & 12.1 W59 PREHEAT MINIMUM TABLE MIN MUM MAXIMUM Inte pass Interpass as per 5.3 Temperature Temperature CASA WS • ©-/soMr7 Side / ,S,/de /S -� S / //2- �ond �n1 /s 41 bgts, 6 'I- S ;de 2 �-0 side 2 TYPICAL PASS AND LAYER SEQUENCE r TYPICAL JOINT PREPARATION Automatic or Semi -Automatic COMPLETE • ❑ ❑ JOINT PENETRATION GROOVE Back -gouged to sound metal Welded onto steel backing Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 ■ BUTT 0 TEE Electrical Stickout 20-30 mm Shielding ■ Cfph 35 Gas: CO2 0 Lpm ❑ ❑ Welded both sides without back gouging Welded onto other than steel backing FILLET WELD 0 Minimum as per CSA W59 0 CORNER 0 LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes Wire Feed Speed Volts Arc Travel Speed Heat input (mm) (mm) mm/sec mm/sec 10 13 1 1 1 1.6 DC+ 250-300 80-92 28-30 6.5-8.0 1 2 2,3 1.6 DC+ 250-300 80-92 28-30 6.5-8.0 2 3 4 1.6 DC+ 250-300 80-92 28-30 6.5-8.0 1 1 1 1.6 Dc+ 250-300 80-92 28-30 6.5-8.0 1 2 2 1.6 DC+ 250-300 80-92 28-30 6.5-8.0 1 3 3,4 1.6 DC+ 250-300 80-92 28-30 6.5-8.0 2 4 5 1.6 DC+ 250-300 80-92 28-30 6.5-8.0 2 5 6 1.6 DC+ 250-300 80-92 28-30 6.5-8.0 Revision Date Explanation -,,,,,,v,,,,,tr,via.Apprpy Engineer's Stamp* i Welding Procedure Data Sheet CWB Accepted to CSA W47.1 yr20 199J tlccrcy vallr�nlywh;�1Zg 0 Ccnsumnbles c,rlif)nd by C.W.O. }Div.1,2,B kjCLB. ;1'I,f' fiwa.t)-.nrr,gcne.fl �h4. e"^ cT'j Div. 3-V' dal ` di , <% •) geerVotamp Supervisor i sor Prepared byf. 5KC SIU ENGiN ��G Lrv' P.IM7: `c7tfa'?A'ftkt'bh�n;,x: 4,,A?sk CANADIANWELDING BUREAU WELDING PROCEDURE DATA SHEET F3 '9_9._a.-07— g9 9.07CANADIAN Date No. Name of Company APS Architectural Precast Structures Ltd. Complete Address 9844199A Street pSpecc Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Procedure FLAW 1 Specification ification Applicable Standard(s) No. CSA W47.1 & W59 CHECK TYPE OF 0 Manual 0 Submerged-Arc WELDING PROCESS • Flux-Core 0 Solid Wire Welding position Flat/ Hor. Electrode Classification (Wire) E4802T9CH Material STEEL GROUPS 1,2,3 Designations TABLE 11.1 & 12.1 W59 PREHEAT MINIMUM MINIMUM TABLE Interpaas as per 5.3 Temperature CSA W59 MAXIMUM interpass Temperature S/6/e / 1%. 9'/' o, 71-24,7n7 /77—.S. TYPICAL PASS AND LAYER SEQUENCE TYPICAL JOINT PREPARATION Automatic or Semi•Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back-gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT ■ TEE Electrical Stickout 20-30 mm Shielding ■ Cfph 35 Gas: CO2 ❑ Lpm O Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD ■ Minimum as per CSA W59 0 CORNER ■ LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes (+10%) (-10%) Wire Feed Speed Volts Arc Travel Speed (ipm) Heat Input (mm) (mm) ipm (+10%) (-10%) 5 1 1 1 2.5 DC+ 400 160 30-32 32 6 1 1 1 2.5 " 400 160 30-32 26 8 1 • 1 1 2.5 " 400 30-32 20 10 1 1 1 2.5 " 400 160 30-32 18 1 2 2 2.5 " 400 160 30-32 26 13 1 1 1 2.5 " 400 160 30-32 18 1 2 2,3 2.5 " 400 160 30-32 20 Revision Date Explanation .,,:.,—,,,,S-1($APPraIR s,—,...s Engineer's Stamr... P' ,,,,, . ; o „H (..),,,,,z,S ,� ; T °� < 4n MU c' u o�S �� •+ :;.-._407111 ��•`, " Div. 2-Engine�mp Div. 3-Welding Supervisor • ilWelding Procedure Data Sheat CMAccepted to CSA W47.1 li , ;;,; SEP 2 0 1199; i Acceatanc�valid only whealw('Ding 1 Consumables certified by C.W.8- t: u•••(c1.8 ..'.1, CSA 4V47.1) - i�v ti Prepared by: �j K r �j A� . p - _. KC SiU ENGINEEKING 4 s 1 Tel (604) 931-3224 Fax (604) 936-4226 re��tut� :n• CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET RF1 D 0 10. 0 2 No. Date Name of Company APS Architectural Precast Structures Ltd. Complete Address 9844 199A Street Langley, BC V3A 4P8 Tel: (604) 888-1968 Fax: (604) 888-6522 Wldg. ProcedureFLAW SpeclPcatlon No. Applicable w47.0 & W186 Standard(s) CHECK TYPE OF 0 Manual 0 Submerged -Arc WELDING PROCESS ■ Flux -Cored 0 Solid Wire Welding Position FIaUHor Electrode (Wire) E4802T9CH Classification Material W59 Table 11.1 & 12.1 Grade 1,2,3 Designations Joined to G30.16 400 W. Rebar (weldable) PREHEAT MINIMUM TABLE MINIMUM MAXIMUM MINIMUM 200F as per Interpass Interpass cIs.WPSWIB 11-1 Temperature Temperature 410•/ /l00We—.47449 e" _ \,,%Q•3S, S '? TYPICAL JOINT PREPARATION TYPICAL PASS AND LAYER SEQUENCE Automatic or Semi -Automatic COMPLETE JOINT PENETRATION GROOVE ❑ Back -gouged to sound metal ❑ Welded onto steel backing ❑ Welded from one side without backing GROOVE WELD PARTIAL JOINT PENETRATION 0 Minimum as per CSA W59 0 Other JOINT TYPE as per CSA W59 0 BUTT 0 TEE Electrical Stickout 5/8" - 3/4" Shielding • Cfph 35 Gas: Co2 0 Lpm ❑ Welded both sides without back gouging ❑ Welded onto other than steel backing FILLET WELD • Minimum as per CSA W59 0 CORNER 0 LAP 0 EDGE Flux: BUTT or FILLET Size Side No. Layer Number Pass Number Electrode Size Current Polarity Amperes +/-10% Wire Feed Speed Volts Arc Travel Speed Heat Input (mm) . (mm) wtrt+lIpm ams/ipm 3116" 1 1 2.5 mm DC+ 390 176 23 12 ipm (5mm) (3/32") 1/4" 1 1 2.5 mm DC+ 390 176 23 10 ipm (6mm) (3/32") 5/16" 1 1 3/32" DC+ 390 176 23 8 ipm (8 mm) 3/8" 1 1 3/32" DC+ 390 176 23 8 -10 ipm (10 mm) 1 2 3/32" DC+ 390 176 23 10 -12 ipm Revision Date Explanation CWB Approval Engineer SS r 10/02/00 Tested to P10312 02-01-93 - , .,...., 4 ° , N ' 1 Welding ProcodUte CWB Approved to CSA W1tI8 ,o,' 0 0 o ' �� ��� Q .� OF 1 '` C. slu �tSH -1\ uk o'r � �FNG1N- t� E • Div, 2 -En re -le s Stamp Div. 3 -Welding Supervisor Prepared by: , j ; """" ;-....)1\C E7IU ENGINEERING LT Tel(604)931-3224 Fax 6 26 v.11f! yti., CANADIAN WELDING BUREAU WELDING PROCEDURE DATA SHEET CWI Forme I1W$2 DATE 901.4.20 Nano of Co.aoanv Camphte Addrou L.G:Lg V.4175 i«te aw "No. L,G�v�1 *•?..(571 CHECK TYPE OF f -b ❑ Mood I MAW) O EubM S .A r *AWN I WELDING PROCESS QO F k.t•c..s (IMAM WEANS Wi,. (GUAM CIess isatioorl cm Oat Mtitionss `_ ,,{ ciaitile ab r MtN yr 3 MWMi bM$? EMUM a r Aect'7 I d W s9 11. ! �CSANWde •.. 7i , rra+n (Show Mistily Symbol with D+ea Shoot o, at a111 7 2 ptirtc, sk_f w7L 'yr.) MAXIMUM Temesessers 405' • $KITCM OF TYPICAL JOINT PRIPAAATION (M#i.t/ AMtits 1/ Tlkrwtslsl TY?.CAL PAU AND LAVER SEQUENCE COMPLETE JOINT PENETRATION GROOVE E+ast7rww N sett/ natal t11AWA. MM Ram Mikes moose It owe slow Atktawt sodas, WAWA. Nett sleet without bask sAvsit•s WAl/A. Istt1, SOW No* Hr. rrakN/ ' PARTIAVL JOINT PENETRATION MlwMw.w N Mr CIA Wile thews lemma Iv! FILLET WELD L O Minimum N ow CIA wsf MUTT rm $ii. FILLET Elise No. Number LAva► _1 1 a= (1 .__ t ... u. This doc ament sna( be ,,arl for weldm req iiri l cercifWl$6 n o CSA tt ct i Pea 4 .MAN Mviab.• Dst. Easvnatla.► EMssrlre SW* Tip Cunene P.+wity JOINT TYPE IBS Par CSA MIEN p mutt P.m o Carman O LAP pMOS Aromatic of E/mi-As .laic sslAkwr tM:w Dos: -3 �^ ,,I//�� —/tOi1 CWS A$ .at EtMiA..+'s Sleeks' On the of PREVIOUS TESTS ACCUMULA1 to all THE CWB SKC SIU ENGINEERING LID. 'v`i:,:k.!lr.q Procedure Da?a Shoot A; -:r, ;ved to C:;.., %.`47.1 only '1—'01, ' • ConMs+wj: Slow synat.wv oI iwtaiag S.ipe!e •• ova o Ile •(ng co to spiic.. or join reba Yiiii Wier - . iW CWS A$ .at EtMiA..+'s Sleeks' On the of PREVIOUS TESTS ACCUMULA1 to all THE CWB SKC SIU ENGINEERING LID. 'v`i:,:k.!lr.q Procedure Da?a Shoot A; -:r, ;ved to C:;.., %.`47.1 only '1—'01, ' • ConMs+wj: Slow synat.wv oI iwtaiag S.ipe!e �i '-..11----0.0"-:i.--...—..--,........_�s , 1•v., iia 4 ti —�nt A...: -•.:.0--4,,,,-a i.S <id r'w \..,,,---r-----:.----.4...� J \\�I' L�„div i �� �a . ♦ f era ♦"a,� `�jrni�v�i.__a�1i'� nie-�i ,�.1nUJO�+r•�s �Li.���r�'a ��i �','t9• ' d• i I- 1. ruse / ♦,54.1 \ ♦ ni.Cmns�y y. lam'1. l.n: Itv,i� / e- : :� II.mir1�r .3 41. '�*FI �i.i �iun - ,/* . r ,, O`a• ■ .. n� ♦ &-,... \ G`a l..vli.o . _ ��L �nisaii— /, 4'' �I 1 �v ���:al r.- o' ! rr��, ♦,r � luiv- ♦ �sr �"V uiul r� o,♦ % �ovr \ Ti`\ � uur,• °'� � i �,—.f— D a y w_-. -4i��i��` ♦ _, 7.•/t.���� �: ll �•"i vp v \�����lr��i ::4 A /0l� lll�/05:. _'..Aiid 1 Tti::.=.,........4..�t11 1 TIi'<= =: �// • ifilk Y, 66/01, .r.[ri..,. �t _ I �I I'i III �,��''�„F filk ir .0° ja`ri CSA INTERNATIONAL ��11 •:• ... �py1 �MJ •' I�r\��: � � ' riga /�/� vokf lelii9Certifcate of Qualificationx' l �IiII = )n:.. �as �J;� MOOrIll PRECAST CONCRETE PROGRAM �ag ��o�. This is to certify that P;#4‘,‘ Iiitiiht 100.. �(!e:-_- �.arrr 001 ear r1 WI! Architectural - Non -prestressed & Prestressed _`�°Adlif ��� �.vrr.,--AVA` Structural - Non -prestressed & Prestressed (1/41:57,7. ::}� , �,,/ �J �` Specialty - Non -prestressed & Prestressed .o59 ,® p ty p ®� - T,TSt5,14;41:4. 0:::,.. i / littili141111/Alat::::: *1118' !If MS . ® ..ccam� �. '� ... ;_, :.. . rbc �Q'.._. IP"�. R.T. Fennell, P. En . ®'°'%� ® V.P. Certification Division //'=":•. S'1ar At., Ems. � �1 �... • )l o -3%,..--4.- ,3 =t �--�. aft3Date: July 10, 2000 --_-.----.01...?", .....mil ....„.„ , ‘,„..,, s PIIPIiii” .o`er 'av�� ;/ �'1—�. ; 11 1 /744;,7 t 111rti ....`,\� limp ♦`�i] *01/444 �� � � 4 I R71 r` 4 -r1 I■'t11►a .� � l �= 1=Q=I'.tat . u . i}r :� I r♦�� qr . r�I ti ♦ L� ♦'a. , I rte./ ♦ �a l ♦' r m r r {4.4,4 i y 1 ♦ C 4%„7,........ {o. ♦ Com..!• , rail✓ 4-44 ` e:� rti j`� �� �.. Liv 0``4N/�: f"s Z ; 'o'"m 10 wI/ "� ` V F' , d, a mg. 044:4*./ �► 0 ` 4 f/... ti •\ . fir ► I. �11i� \ O i ♦� .R•'>•. .�♦�— J �/��' N. n � PS ARCHITECTURAL PRECAST STRUCTURES LTD. (9844 - 199A Street, Langley, BC, V3A 4P8) has been qualified by CSA to manufacture Precast Concrete to CSA Standard A23.4 in the following program category(ies): —rs+,nd,#.:, fa,!r17i' aii�4U'•'4�'rtL.P'^3.`�nf'I'il!Z5•.19+!r'j�.'h'Y�..F�'4kb'f,.r�:M)!'S�;':'�'d;'ii?)i.il,twt r�..�rtrt,;i�i•l<`.•V; n^iw+..r.«...; .x?_': .'.••..v, �` �rr` ira r.rrru..rn.rrr rahWK"' W JU 00 u)o W E J 1 - • LL, w J LL Q c Zd w Z �. 1- 0 Z H - w • w 0- • 1- w W � U a. - O Z W U � 0 z CANADIAN WELDING BUREAU A Division of the CWB Group 7250 West Credit Avenue, Mississauga, Ontario L5N 5N1 (905) 542-1312, Fax: (905) 542-1318; WEB: www.cwbgroup.com LETTER OF VALIDATION The Canadian Welding Bureau acknowledges that APS Architectural Precast Structures Ltd. 9844 - 199A Street, Langley, BC is certified to CSA Standard W47.1 "Certification of Companies for Fusion Welding of Steel Structures" in DIVISION 2 for the period June 10, 2003 to June 10, 2004 (plus 30 days grace for renewal) COMPANY CODE: APSAP1 istrar CERTIFICATION SUB `moi TO ANNUAL RENEWAL "CERTIFICATION MAKES THE DIFFERENCE" VANCOUVER • EDMONTON • WINNIPEG • TORONTO • MONTREAL ■ HALIFAX . , - • L.'. z LLI • 2 6 D -J O 0 (i) 0 w W -J 1.- U) u j 0 2 -71 LL < cl z 0 z LLI uj c) 0 O -U2 O F- ill uj 0 U. — 0 O U) I= I o City of Seattle Department of Design, Construction and Land Use This is to Ltd. 1ocat& � with the re Building Co tiQz l l,cl' J'�`�h.. Y, ants of is he u3� March 31, 2003 ecast Structures 11 as complied ,lie Seattle `entified to Pets for use in i!Y furnish precast/pre the City of Seattle. Signed rll rnfe1111 '^r: L, nesse, 441) 41'4 .44 .V Diane M. Sugimura, Director, DCLU qua. •.rx:,rnv;o;�ne;-. Expiration Date: January 31, 2004 Z 1- W tQY JU U O N D J = 1— U) U) L W0 �< =• a W Z= �0 W • f" • W U� • 52 W W I-• 0 —0 WZ U= O I - z z = 1- Ar - re w. JU UO. 0) 0 W= WO LL. • a: �W Z� I- O. ZI- U � O N O I - WW U..O rn O I O z CPCI CANADIAN PRESTRESSED CONCRETE INSTITUTE By this Certificate bears witness that Lrcflirtrntrn1 lJrccaet &rmttum is as Member of the CANADIAN PRESTRESSED CONCRETE INSTITUTE The acceptance of this Certificate binds the holder to observe all the By-laws and Rules now or hereafter in force, and to return this Certificate upon cessation of membership. • ,°�.,pg4�aQG��� No% acacia �. 00 4'4,4P 503(>00eD v,i1) ago b 1,41 Pin 'Testimony :1U erruf witness the Seal of the said Association and signatures of the President and Executive Director this Mk day of OIvtaber' 19 r, : v:rs-,nvy, -PRESIDENT EXECUTIVE DIRECTOR z �Z Ie W QQ 2 JU O 0 N O J= H N W W o LL < w Id W z= �o zI w w U O C) OH wUJ • 0 ..z w U O II z re W i U U O UCO L1J U. WI E.- U) N LL WO• }}r LL • D Z a. Z= H- 1- O Z f- w • w U � U -. 0 W W. I- LL' O U N O Z APS Architectural Precast Structures Ltd. Equipment Calibration Equipment Frequency 2003 2004 Jan. Feb. Mar. April May June July Aug Sep. Compressive Testing Machine 1/Year _Oct.. Nov. Dec. Jan. Feb., Mar. April May June, July Aug. Sep. Oct. Nov. Dec. Stressing Jacks Mlba 2/Year FMJ 2/Year Janox 2/Year Aggregates Scale Cement Scale 2/Year 2/Year Water Meter 2/Year Air Meter 4/Year Lab Scales 2/Year Slump Cones 4/Year Temperature Measuring Devices 4/Year Admixture Dispenser 2/Year Temperature Recorders Panels 1/Year Beams 1/Year z ~ W _IU 00 W0 LIJ J W0O g J to =d F_ W z= I— O W~ • W U0 0- O I— W W H H — O Z W O z AAPS Architectural Precast Structures Date: Mix No. Max. Size of Aggregate: Batch Volume: Max. Water/Cement ratio: Design Slump: Release strength: 28 days strength: Air Content: mm m3 mm MPa MPa RD. (kg/m3) Free Moisture Absorption Total Sand 0.40 0.90 1.30 Stone 0.00 0.80 0.80 RD. (kg/m3) Material SSD units Volume units Batch Cement kg m3 Sand kg m3 Stone kg m3 Water kg m3 tel/ %�4 Air % m3 ����������� R1000 m1/100 kg m3 200 N m1/100 kg m3 MBVR m1/100 kg m3 w WIC % Density kg/m3 Yield m° %11M.FiN Sh'!N'Ae'H:.Y'R-RtinYlr.(.RsiTht z W re WU J O n� n W J • LL w }O 3u. F- 2• d w z= �o z i— w ui 2 10 co wIQW H LL' O ..z U= O~ z :F -W re 2 Q =: JU O 0 CO UJ J= F- W U. W O LLQ =• O F. W Z� I -O Z ILI • W U� O (12 C) UJ U u. O .Z W -I Z DAILY COMPRESSIVE STRENGTH TEST RESULTS DATE : / 2003 MIX NO. DATE AGE FORCE (N) Mpa COMMENTS �.,,,' two 0 r, rte• na«w wxva < • ce 2 6 M - Jo O 0 CO LU WI - J !LL LL1 7:3 u. • ° Lu z I-0 Z uj O co O — LLI ul I 0 wz LI 0 0 0 o APS CURING TANK TEMPERATURE RECORD ( WESTEEL ) Date Feb, 2004 A.M. P.M. Reading 1 Reading 2 Reading 1 Reading 2 Max. Min. Max. Min. Max. Min. Max. Min. Remarks < • • Z Ce 6 = O 0 u) 0 u) U1 ...i u. 0 2 LL.---- < (2j I— Z 1-0 Z uj 0 O 5-2 O 1- w Lu • 0 1- IL 0 • z O -(2 APS ARCHITECTURAL PRECAST STRUCTURES Jack E(psi) Miba FMJ Janox Force (Lbs) Elongation(mm) Tolorence(mm) Bed Prepull 182(123'-0') 609 885 712 P u I I / E 28.0 3605 5241 4211 215 11 28.1 3605 5241 4212 214 11 28.2 3606 5242 4212 214 11 28.3 3606 5242 4213 213 11 28.4 3606 5243 4213 212 11 28.5 3606 5243 4213 212 11 28.6 3607 5243 4214 211 11 28.7 3607 5244 4214 210 11 28.8 3607 5244 4214 209 10 28.9 3607 5245 4215 209 10 29.0 3608 5245 4215 208 10 29.1 3608 5246 4215 207 10 29.2 3608 5246 4216 207 10 29.3 3609 5246 4216 206 10 29.4 3609 5247 4216 205 10 29.5 3609 5247 4217 205 10 Bed Prepull 3(44'-9.5") 365 531 427 P u I I / E 28.0 3751 5453 4382 89 4 28.1 3751 5454 4383 88 4 28.2 3752 5455 4384 88 4 28.3 3753 5456 4385 88 4 28.4 3754 5458 4386 87 4 28.5 3755 5459 4387 87 4 28.6 3755 5460 4388 87 4 28.7 3756 5461 4388 87 4 28.8 3757 5462 4389 86 4 28.9 3758 5463 4390 86 4 29.0 3759 5465 4391 86 4 29.1 3760 5466 4392 85 4 29.2 3760 5467 4393 85 4 29.3 3761 5468 4394 85 4 29.4 3762 5469 4395 85 4 29.5 3763 5471 4396 84 4 Bed IMP 4(169'-0") Prepull 609 885 712 P u E 28.0 3582 5208 4185 293 15 28.1 3582 5208 4185 292 15 28.2 3582 5208 4185 291 15 28.3 3583 5209 4186 290 15 28.4 3583 5209 4186 289 14 28.5 3583 5209 4186 288 14 28.6 3583 5210 4186 287 14 28.7 3584 5210 4187 286 14 28.8 3584 5210 4187 286 14 28.9 3584 5211 4187 285 14 29.0 3584 5211 4187 284 14 29.1 3584 5211 4188 283 14 29.2 3585 5212 4188 282 14 29.3 3585 5212 4188 281 14 29.4 3585 5212 4188 280 14 29.5 3585 5212 4189 279 14 12, Z 1 1- '~ W J U U O CO LLI W I - F- O LL W O g • Q. U� Z a. 1-W Z �. F- O Z F- W • W U� O N O H WW H - -O Z W U= 0 Z ARCHITECTURAL PRECAST STRUCTURES LTD. STRESSING ORDER Project: JOB NO. : Strand Type Calculated Gauge Reading (Lbs) Observed Gauge Reading (Lbs) Calculated Elongation (mm) Heat Number 1 Coil Number c 2 E- Value (Psi) X 10 Psi Bed Length Ram Prepull (Lbs) 5 Date Stressed 6 Panel Mk Nos. 7 Strand Number Calculated Gauge Reading (Lbs) Observed Gauge Reading (Lbs) Calculated Elongation (mm) Observed Elongation (mm) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 .MNfVT7Mfi:��i101�d s..4 au...Il.lw.»......un.» 1 DATE : ARCHITECTURAL PRECAST STRUCTURES LTD. DAILY PRODUCTION & CHECK SHEET J 2004 BY : Mehrdad (A) PROJECT Name : Job No. : (B) ENVIRONMENT Weather : Ambient Temp.: °C (C) SET-UP 1. Forms : Cleaned & Oil : Dim.: Retarder : 2. Rebars : No. & Size : Spacing : Rust : 3. Strand : No. & Size : Spacing : Prestressing : 4. Inserts : Type : Position : (D) CONCRETE TEST RESULTS ID NO. CURING CONDITION FIELD/LAB. DATE TESTED (Month - Day) TEST AGE DAYS Average Diameter AVG. AREA MAX. LOAD (kN) COMP. STR. (Mpa) TYPE OF FAILURE 014S F 1 1 L 7 1 L 28 1 L 28 (E) MIX PROPERTIES APS MIX DESIGN NOS. Cast Time AM/PM Batch Time Slump (mm ) Air Content % (F) RELEASE STRENGTH : (H) CURING CONDITION : Steam (1) LOCATIONS / COMMENTS : (G) SPECIFIED STRENGTH : Hrs. @ CHECKED BY: REVIEWED BY : z w 6 00 co J (/)w w0 gas �a _a I -w z� i- O Z~ w O2 0 I - WW H 0. u. O .• Z W = /— z Z Z. w 6 JU' O 0 0 w J 1- U) U) W O. g u. 1 a. W Z= 1- O Z I- W • W U� O N. • 1- w w WW H U U.- ~O t11 Z O Z Job No: Report No: Date: APS Architectural Precast Structures Ltd. 9844 - 199A St. Langley BC V1M 2X7 Tel: 604-888-1968 Fax: 604-888-6522 Web: apsprecast.com Engineering (ECR Identification Details: 1 Description Of Change: Engineering Change Action: Action Agreed Upon: Quality Assurance Dept. Engineering Dept. .11 .trAVoWz impoeson, frr,;.•%-§lirlkvf.%•1•Mi4/5'.1,r*Pit•I•4: IN•krIt-VAVNViti Sieve Analysis Report Date: Material: Supplier: Sieve Size Sample Wight Retained Com. Retained Passed . 10.00 5.00 2.50 1.25 630.00 315.00 160.00 80.00 pan 1 W re 2 JU oo N O • w W I N LL W O LL 2• d I. W _. Z1 F -O Zt- W UO O 2 O ~ =• U LL LL 1- - - O O N' O ~ Z APS Architectural Precast Structures HARDWARE WELDING CHECKLIST Comments: Date: Inspected by: z Q• ~W JU 00 N0 u)W J H N � W0 N d = F- W_ 1-o z� W 0 0- 01 - WW LL - W ..z U= 0 z Job No. Dwg. No. Date Issued Qty. 1 Required Qty. Produced Qty. Inspected Prep Fitup Weld Slag Dim Paint Insp.OK. Rejected Repaired 1 2 3 .. 4 5 6 7 8 9 10 11 12 13 14 15 Comments: Date: Inspected by: z Q• ~W JU 00 N0 u)W J H N � W0 N d = F- W_ 1-o z� W 0 0- 01 - WW LL - W ..z U= 0 z 1 z }Z- z re 2L" JU UO U� W= CO WO Q U� =a 1-W z= '- 0 zIli inI- 0=D CI ON C WW H H O .. z. U= O~ z APS COMPRESSION PAD RECORD Start Date: Finish Date: Line 1 2 3 4 5 6 8 9 10 z 6 it 2 6 1• 1- O 0 (/) (ow W 1.- U) uj 0 u.. I a z F.. 0 z w uj n 0 a 1- w W10- r- u. 0 W u) rz o 1 Z 1z W JU 00 N 0. W = J1- W O 2 ga =• a I- W Z= I-- 0 ZI- w • w • 0_ O • ( O I - WW H 0 ti O Z W U= O~ Z