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S-182 Calcs.pdfCXT Inc. (Precast Division) calculaeions Santiago S-182 Structural Analysis Design Loads 400 psf Lire Floor Load 220 psf Ground Snow Load Wind Speed — 150 mph Exp. C Seismic Design Category: D Design Standards 2015 International Building Code ASCE 7-10/ ACI 318-14 UL -752 Bullet Resistance Classification: Level W Report #:2012-647 j A I) `Ir,rd , , J ,11 w � + i1 1135G W c -I .-11- E �ryy" LIRIeIm CO 80127 e Phone: (303) 972-6512 Fax(775)655-5831 I A I'f''. eademoler@comcast,nel THIS REPORT CONTAINS 43 PAGES, INCLUDE G TMS COVER AND TH E TABLE OF CONTENTS AN\ ADDITIONS TO, ALTRI Ai ONS OF, OR UNAUTHORTZED USE OF ErCERFFS FROAITMS REPORT ARE EXPRESSLY FORBIDDEN -1--k -% S.• !, — ��61Y1 Ik,i 1UyIV,xil�:�,d�llDN' T ab, le,m,o f „C,o,nte,nts, Description 2015 International Building Code ASCE 7-10 MWFRS and C&C Wind Loads ASCE 7-10 Snow Loads ASCE 7-10 Seismic Loads Roof Panel Analysis Wall Panel Analysis Floor Analysis Building Analysis Appendix: (Provided Upon Request) UL -752 Bullet Resistance Testing STRUCTURAL DESIGN & MANAGEMENT. INC. UI 1 11356 y l �j�ykkky�jy„y„y Lit Men, CO 80127 Phone: (303) 972-6512 (775) (555-C831 G'1"' f l ,""uf 'I H cademe(.Q—Di conlcast net Pagc(s) 1 2 3-5 G-9 10-38 39-40 41 All attached documents are for reference only and designed or approved by others. TU IS REPORT CONTAINS A3 PAGES, INCLUDING THE COVER AND THIS TABLE OF CONTENTS. ANY ADDITIONS TO, ALTERATIONS OF, OR UNAUTHORIZED USE OF E%CERiTS FROTI THIS REPORT ARE EaPRESSLV FORBIDDEN lk�)1° )SJR ,11�1i1 I `�li 1 N11 (�ti° P ) a r 1 Nd1) i ,�.�liq1� �.q.0 rk��cc)ufuf�1p':yllp N G� 1 INV V� f Y,1 V YW� 11 1 �' < 1 t'4�o'i'4�5Y Page: 1 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 s (ASCE 7-10) �9 N i r)N,rwwo II ..�. ... _' h kev... N i r)N,rwwo II ..�. Al, .N11kF t'iiiii tWtl II9,YY t¢FNµ'1 `.�,�,..mm.mm..........,.,,, .�, no 17r.tijjrYfiN Bemy ItlCn-' %%. I lrwugrNlus ......%•511. Ro d 19wa¢IlgNaµ bin^mlhoihuv W--- „m,_„ rn. 9.i 'Y"'mweadao tl4clror x, 9UU 11 T fun fat tun, h 10_211 51'{IrPV.Ia' NNi'R+M9NeM N'1 MfM%Mlfu t'r2N'111N:FGeNN 5N1'da tV rid 1 1 ruB Mlootl amwn 'W+aN I nus NNa°sxenra �'�) Rirlur avlrn TlvIn < III dro -090 -090 no Partially Enclosed if dx building nxcts botliof dx following cordidorss: 1, Total area of.pening, in are .It exceeds area oF.peninp in tlx balarcc of tlx building by nxre dun 10% 2 Total area of openin5s iu ore wall exceeds 4 sq R or I% ofarea of that wall and dx total area of openings in Or balance of tlx building does rot exceed 20% of rix area in rix balarcc of tlx building Enclosed f Factor- Lzfi 91 ....... G NN External Pressure Pressure Coefficients F, RR Ner, 2144R .fro I t Y I Ifr,:. r Its W dIn n1 Y,UjOke 'mO o. ng IT d vvM ,',aNle tlY4 9u9 C«Y lP dII 1w I I 1ihIIU 5 NR 77 l ur Gu& .' D;µh tat Ruuf Pressures Wind Perpendicular to Ridge wY A > 10 leo aaN f raal llwo prnx oucrvl fe UaY sC WORST( A 51' t arAdrNttao... ..... A."t Preuwuo— wi ml Perpendicular to ridge for lt < 10 den C,aw:auonm vrd l�aralore rlrneoud CI 1u NW1 .19,2H SLP I'u";t. ddl N9 -39 2Rf .._. ......... NIBFsw...... pressures at the ridge Inc only applies to mol -pitches > 7 Y�ir�;'.11 Ix11111�11r1 lf�ll(IUI�,1�Iah1l�lEhl,�"alll�.'z'� r ,I y Nf 3 If�P f')lf� i�.1...1'111~i,ri�hrl�f.1 a Windward tJPo.. w r,t.. rd Neau^Irw Roof FrcSxurc l;acfl IClerrts (Hg 17' i-]) Nbm431 to 40.11 wrPM'Vn Ilhea �" 1uhlwnQRc ec 0000 GOOD m O In I✓2 W2 lo h 10_211 >2h RoofPressum Coefhcicnts(Fig 274-1)Nomml to _h Rirlur avlrn TlvIn < III dro -090 -090 no -030 Roof Pressure CocRclenis (FIg 27 4-1) PARALLEL In Rid- -0.9U -o 90 -0.oU -0.3U WmNl Prssuu ru.u: - 33/Ne�nlne ��flraauulr.r YuruuMM '.. Rnud'I"auwauxtw,a W"MIwId PmvauNtluC Y�rN... %Woodrwuild 6.1 74 N'10 7A V,frid oe 1—.11 roof clrl .- t.muuordneaualunaaeanxl -Or Nyn OM •"3, 1rsL Oalrnbmn esF 99NrvsoUsC New �r*qvN, 1 ttsl uod arsdrd oa llcll X10 OO X23 U2U2 osf 0 to N2 -39 29 osr 'Sl&Wili, WW. m,,sf 47 5 _ N'.,, G, Ild —____ I✓21a11 -39.2tl sf h In 2h 1 -25 IS ncf _ A.ddl woad{YngYtsWm P a:'vNw1t; ,P.&.3no rlrf lT er 2b -18-osf Ruuf Pressures Wind Perpendicular to Ridge wY A > 10 leo aaN f raal llwo prnx oucrvl fe UaY sC WORST( A 51' t arAdrNttao... ..... A."t Preuwuo— wi ml Perpendicular to ridge for lt < 10 den C,aw:auonm vrd l�aralore rlrneoud CI 1u NW1 .19,2H SLP I'u";t. ddl N9 -39 2Rf .._. ......... NIBFsw...... pressures at the ridge Inc only applies to mol -pitches > 7 Y�ir�;'.11 Ix11111�11r1 lf�ll(IUI�,1�Iah1l�lEhl,�"alll�.'z'� r ,I y Nf 3 If�P f')lf� i�.1...1'111~i,ri�hrl�f.1 a CXT, Inc. (Precast Div.) Santiago S-182 (WA) ASCE 7-10 SNOW LOAD CALCULATION Page: 2 of 41 Date: 07/01/2016 C 1.2 (Choose from table above) Is 1 ASCE Table 1,5-2 Surface T inobshnctcdASCE 6 7-4 Rnoft%T Gable ....._.._....... Her. Eave to Ridge Distance ........... ............................._......� windward loft Roof Exoosure Partially exposed ASCE Table 7-2 C„ 1 ASCE Table 7-2 Cs 1 Slope Factor from Figure 7-2 T..,ow Slnned?; Yes ASCE 6 7-4 Pi 184,80 psf Flat Roof Snow Load P, 184.80 psf Sloped Roof Snow Load .._.. Use unbalanced? No ASCE 6 7,6 1 184,80 psf ASCE § 7,6 1 184,80 psf ASCE § 7,6 1 184.80 psf ASCE 6 7,6, ] Distance from Ridge to Edge' of P,,„,,,,,,,, loading 0,0 ft ASCE Figure 7-5 v 30 00 pc[ Snow density Fn 7 7-1 of ASCE. 7I S h, 0 9.21 ft Run per rise of 1 ASCE N 6eal,ilp of drilling snow on leeward side h 6.16 ft -1 iaN of balanced snow Snow Load on Gable Structure 0 5 10 15 20 25 30 Structure Cross Section —STRUCTURE ''..... -- Balanced Snow — — — • Unbl anced Snow l',Il•P)�' fl{' 11i�%(ifit °� l 0i /,SOR INDUS 'RIES 1ASIl.r,l f�IJ11.,J`ia;>>li�i1/IIi�C�llai z V, A P,, I:'11 Ili F) I1°,�: CXT, Inc. (Precast Div.) Santiago S-182 (WA) Page: 3 of 41 Date: 07/01/2016 128-2 12 8-5 & 12 8-6 12.8-3 & 12 8-4 128,3 118-1 WITH SM P, (Oat root U-1 Story Height I h, or h, snow load) Shear with snow load O+rrinrning Momenl with snowload Shear without snow load O+rrhrrning Momenl without snow load %I LOAD12.8-12 12.8-11. w, v,•hA C,,, F, WITHOUT SNOW LOAD 128-12 112.8-11:11 7 Les d Story HePn (real roof lghl h,orh, snow load) w, w,•h;` G, F, shear) a' 1 C a f 1,11':'lt F N 1"I 1 1Liw1.) 0'4 ,p1'"„'ti14: k '4 o*...... .... .�..........._ ............._.. .,...,.,....................,jA..m.__...�..._._......._.... Interpolated Value SC'E Tnble //,J-/ .�........_.. I �.�.....� B -Used for inlerpolalion Interpolated Value jjSCF Table ll,a-2 15 1 1.5 "'S' 1669 C IAJp,,u4 ST41 Spexind Resp uL, Ax,"ulsmti m A dum Fwouacl.s 11.4-I S 1" • 5",._.._ L 122 a JWaY,gw.vAFd'AI(1 S n Wpax'nswr +iaa lerudimu ml. I e luearorod 4SCI, // 4-2 —R, hrlrunum con md.lwd er,alydqu.dlto:l 5, 2!3 Smµ 1113 i1ti l ,m ,p u 0 A 9 ml unuu Par nclers 4 �t'r"4'e,' 11 4-3 6 2/3 Sm mmm 0 748 a i Tem �ropN 'S�nw,9emp A In.u,an rrn I aI-mm+eF ,0(7f If o-4 0.0 1 didng oos'uc 1°nool Wank 1Ye8i n k ufm nry 9a Based on So.� D fga2uu R1 sd I' emech"h"A lnar.sl'ralluiau m Yes ner ASCE 11.8.2 and 11.8.3. IBC 1803 F.ItIVALF:.NFI AIFpIC,mAkAu,MRCE PRO 'FD 114Y T C I 012sedM dam nlalimWiq .�,.CSd'.'7i g /2.8-7 "4' f%d sxr I uuud,uar ud ul w urcrdl of the structure @ mu be ured ern as Ta per ASCE 12 8 2) 128-2 12 8-5 & 12 8-6 12.8-3 & 12 8-4 128,3 118-1 WITH SM P, (Oat root U-1 Story Height I h, or h, snow load) Shear with snow load O+rrinrning Momenl with snowload Shear without snow load O+rrhrrning Momenl without snow load %I LOAD12.8-12 12.8-11. w, v,•hA C,,, F, WITHOUT SNOW LOAD 128-12 112.8-11:11 7 Les d Story HePn (real roof lghl h,orh, snow load) w, w,•h;` G, F, shear) a' 1 C a f 1,11':'lt F N 1"I 1 1Liw1.) 0'4 ,p1'"„'ti14: k Page: 4 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 Center of Mass & Rigidity Santiago S-182 d110 A ��bck AKMN' 1415':Wl' - -- ---------- l' mda I try ML Wp w6ftg' Owed—ing —iat.— oon,id— only the weight of the wall, the weight of the —f supported by the wall, end corn,dim toadjacent walle R-f—ight ...ponied by other wall, he, not been consideredConnectiontoadja,,nlwalla i,laken,,Ih,,,n ... lion capacity, not to =,ad that portion 0 the dj ... nl well weight the _n be reasonably attributed to the -nn,di- IS � KS m' pp 1011 Page: 5 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 F,lp�m 01::: LABOR �::AS pj pj,� S�CM)N ApPROVEO AM-) ru,i, o r,� Cl f( 0: "I, CX7,Inc (Precast Div.) Santiago S-182 (WA) , 2:6 of « Date: o/01/2 m ; I y� \ ..... ..... 01 1 Al"Ok �10US I ±2SK� «C«a MA" { !� qmECI m cone CXT, Inc. (Precast Div.) Y 0 Santiago S-182 (WA) w a d 3 ~• w m• ® u � y 'o 5. ,it Page: 7 of 41 Date: 07/01/2016 r ,r 0 a 2',, �a wNs. awe s'€ �af n n �:a rr - 5. ,it Page: 7 of 41 Date: 07/01/2016 r ,r CXT, Inc. (Precast Div.) Santiago S-182 (WA) 0 Page: 8 of 41 Date: 07/01/2016 : , 5 yq' S J — m: Y: 55 �A")i,:1J,��1r,�[,�n,, ,l � E °� aN ��,.�4 mr ��, �II IIJ�kPI��.k4ra� NON .k N p�f J Page: 8 of 41 Date: 07/01/2016 : , 5 �A")i,:1J,��1r,�[,�n,, ,l °� aN ��,.�4 mr ��, �II IIJ�kPI��.k4ra� NON .k N p�f J CXT, Inc. (Precast Div.) Santiago S-182 (WA) m Page: 9 of 41 Date: 07/0112016 E o 3 -. Pa ............. ._.... . s 99 AL & h L ypg� o m Page: 9 of 41 Date: 07/0112016 E o -. Pa 5 99 AL & h L ypg� P. Po 'u m b m 5 m Page: 9 of 41 Date: 07/0112016 Page: 10 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 �l M2 OV'SIGN OF WAI t At A R K P, A . . . . ................. . . .......... . . ... . .. . ....... . .. ........ . . . . ...... . ..... .... ... ..................... . . ... .. .................... . ....................................... . . ......... . . . . ... . . ............ ... . ................ . . ..... Wvll pend shell hu W'— Ild 1.1,10 1. --I-pl— ld.gllil— 11— d &lhdioccur al mid-lieidil of IIIc Beall — ".22 Th, -11 --, A.D b� -MW — ------------ --mlln —,.�m7r - — - — --------------------- - ------- . ............ . ................ . c'AlmgO . ..... . . . . ........................................... . . ....... . ........... I Thl =!n, I --llmft L,, II =1 u km ou=f .. .......... .. .... ..................................... _77"I -- ----------- V A I- yi ............... -- — ------- . . .......... u km ou=f CXT Inc. (Precast Div.) Santiago S-182 (WA) Page: 11 of 41 � Date: 07/01/2016 REINFORCEMENT AT OPENINGS dry a ml ea�, u u rew,�r a�'r I} !}ptl N 10 1 rrtr tl p%Po_�. E. R�.,.. ........... .. 1........ op -mg �b As 9J II 97...9J T 1tl0 .... NI N. C '��Y.�....I CONNECTIONS ............... F.',.I,F4pry,; ....................................�.,.. !M . 9&AO"M ... %k l l [ NN7P NJ. i'�+7t"tlHNW9 ilpry rrirl._ M1Mtl,u .frog 1"i IL �, �! _. ....P. tial lar. ..,a. ... _. .�... ..., . 9w V... _ q a x 1 .�.........�:....;..— .,�,au _ysu aur.,a ro .x sdwd .m .In Iar ...... . . . ro uw�ra. ra w.. . iaaTr .. ._u.__icr.ad.i'..rl)....�,. } t 1oIXaNavp(ryVipr .... _._ .-AL"L i._.: __ lid'.P9VN,.....,....... dIRWA..IA Ilri k:Fy X�� ' ...,_.i.. .., ,.,.r¢.,„ �i49 p.dW I: �. ,..... . p9r �M 1 A„ ver _, ", :.:� ' IY ,,,@9. f^J9� Y',1, .,,,,P wpg Q'b qyy �` f R R q d.. Ceed" (Ib)per Reserve D B C nnecle� pni. 541 ---- Lnr1 _ e,.. .._ 1u+1A 511 41.NP a ceOK f / 1 ",1 RIGIDITY �.,.., ,.lw, I....flX V rttlld:]••., �a�'E�iM1'.�.! 16 M5-15 p� �gr"YAIrJ.. 11q�ak g�rYNi �` �r59M'ubJq y{wgM vpYh lfMkn . dY9pfM llaPlt ,.. L9,G liik tnt t'? k ,u➢.. .. ...r M'3LY6 Gi% $}� .. I9lt'W Id iwi }{ imp 7p d.. tl ✓I ................. ...1...... m,.....1... Nd64"da .,.,, f / 1 ",1 Page: 12 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 ��9ttl „�, x.stlwNwftlxycw "� 9W2 ...—IES NO Wh'tl1 ,SW, 0) MW%_. ........................................... �W.u,.1.u,an:..l"Z. l .. ............ --- . """"....... _.._.....____.__—__ .........y a eae mx 4vr w nu Wm rn u.e 1V'w11 poriN e�nr-ml f,r �wgpaaYc�l. aw.M, 4, ow W, 01,4 W -"..'P W -11r -A, Im, Wnr6e�n ua a @I n ui tli �a v s ... Y 0 r�w5 L I A ......... 0 M ±dl fl�0" MM1N 1&tl awl I.0 �fl I,�y 4d9 _ �N G I LN !.;� .G. U, _ dIYhP...."""'", �.x,•..,.. _,__,—_._I .. Yflfld. .JR4 W --- - - - -- ...... .. � xtl Ipw w qI IYY IIaN m �4 nrf tl h k t 0�..:w��lfl rk p II t'a�N 1 o Nt 8- -- "V N'.d p tl F �ggg ......... A..m.........................,................. „ I GG Ply MN 4WN W"rf t V6 Nl 6I t 0. Y 4H d Airr W.. I ..... ................ tl FP7n Y�� W X I •Afl Y f�Yfl �q.,a f u9 161y ALw 1pgltl dtl D � ..� Y Fw I W � M tl Y� wY �ryT�¢- ]All �GW 1x 94 fi Plk A.. Y...a.1 f41 k61 . ............., .. mru eakm 6 I {Yfl�r ANx _ i UW O tl m 065 Aiym '. x9 5.096 k�nm ......................................ila n.niq. rr"i.. ... 1 MI N W _IgpNNpl A tl4 � I o- ryV Iw 1f Y tl-0 Wr _ Tl;jl h'a}:: y11111'11�1'I w 'sy / ,d17,fl1�1?111UU57f);lh`l 41 f"yl flril and G i f''. ItUI l 1� �w) jF1) l.133,-;ww Page: 13 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 REINFORCEMENT AT OPENINGS . . ........ . op'flmg 10 o'vm' �1� " � I (-) . I (" — "' - ll.Z vu'�golL'B'Sll � . t,d a 11,—.4 W1 I 1—Z"2111 CONNECTIONS tNO INOUST R J� S fl()NN'?ROVED I'! iv� R, ------------- ------ ---- ---- — --- — ---------------- 9- .............. ... tNO INOUST R J� S fl()NN'?ROVED I'! iv� R, 9- .............. ... V"m A, SR- -ETll . .......... tNO INOUST R J� S fl()NN'?ROVED I'! iv� R, Page: 14 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 gu �`.. �g•Z AC/ aG De qX /Sle de N Ih w' X ry SXXnheeo S— DESIGN OF WALL (NARKED W3 a ip n J Iwy-j . "..".. .... .....�, a1`raIn we A,aram4 ewa rytl?� �Irypx uxJ ma.�ly wiYT.t wcA oeYpsnae nuflAtlku'�a. gal �o tw alturvlueR I.+s i mm�m .n � u k aw wm 9� I Y f 01 ) �mm" TI YI 1 dtl WM Y IV Yq xy r . ..,. ..,, ... ... ...............m...... _ �' ,. ,I.. f wm 9 x f It m M nh Y v rx x,a Yg X wX� n u r f @"mei IXI d X ^ IZJ�tld Vry d %f - m... m] r 6'r� d 4 1 tl AI t„D U tl tl d _ • .. Xroe w .W n Vfi. 59. F�trA __ M�ZN .,., 1pdApl+ PHX .. X4 XN� II P4 ry kYT J Y@R�� _ M mi6 I I. � inWu�EJ ae and XR+n rnuY 'ei �uAi11 aRRw Ith a� d d -oar r uX rrro7a pp ms ...:..X.'..I'.pi;w F IXd XP _•1 Xp� fN4 tipJG Rw�a - rw a ... m rY 'a a w X �r u.,. W � r �� rw 6 ffN�'el i,l(P.11U/�fr�a7��.lw Page: 15 of 41 CXT, Inc. (Precast Div.) Santiago S-182 MA) Date: 07/01/2016 REINFORCEMENT AT OPENINGS . . ....... ..... .pilk a IAn i1Ntl ............. . . ........... .......... . L k.glh W uMwa lqk"Wal , I ( .) 1. 6ghl of 1 U,,, ai Pi Burn@ �II — 4 I N1. III q 'p—, (LBS) p..l �,d �,� —p 5,"'� l _ -L2)112 RR,qui,d Sh... C,p,wly (lb) per R— ....C 0, . . . ...... .. 251M OK RIGIDITY j 4 74%25971 . ............ . ............ ............ . ............ . . . . ............ ---------- ----- E _hp y nXt.— — ------ ----- --------- – -------- 6 '1 For - - W.6" ............ A .................. .. ............... L . . ........ ..... ...... .. ........ . . . ........... .. . . .......Akm . ....... . ...... . . ........... 37 ----- ---------- !�-- . . ..... i ---------- --- ------- . ..... - ---- - ---- - A= .......... --y ........... ........... K . . . ..... CONNECTIONS HT19'r, E= ------------------- - - - pullya"'N' mp .. .......... . kll,L " hut Wo utp VA— A .. 'AX . .. ... _ ........... 4 L .. ........... ........ -,NA .. . . . . . . ............ .. ........... . . ........ . ............ . . ........... .......... "M . ................. ........ .. . .......... . ........................ ---JlMe�n ----- —9-1"W . ...... ............ .. t..— ............... . .............Mw — ........... . ...... SO CD - ................. ............. .. .... 07Tli—, RR,qui,d Sh... C,p,wly (lb) per R— ....C 0, . . . ...... .. 251M OK RIGIDITY j 4 74%25971 . ............ . ............ ............ . ............ . . . . ............ ---------- ----- E _hp y nXt.— — ------ ----- --------- – -------- 6 '1 For - - W.6" ............ A .................. .. ............... L . . ........ ..... ...... .. ........ . . . ........... .. . . .......Akm . ....... . ...... . . ........... 37 ----- ---------- !�-- . . ..... i ---------- --- ------- . ..... - ---- - ---- - A= .......... --y ........... ........... K . . . ..... 2 )Z 1 AND HEI HT19'r, mp .. .......... . kll,L " N'inJowl-11 utp VA— A .. 'AX . .. ... _ ........... 4 AQ .. ........... ........ -,NA .. . . . . . . ............ .. ........... . . ........ . ............ . . ........... .......... "M . ................. ........ .. . .......... . ........................ ---JlMe�n ----- —9-1"W . ...... ............ .. t..— ............... . .............Mw — ........... . ...... SO CD - ................. ............. .. .... 07Tli—, 2 )Z 1 AND HEI Page: 16 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 m .... . II DESIGN OF WALL 162 nCl AU m R jsl d w ¢ wrc +.e ..L M1IA�b: L1 WA Aura a>ew i hr l � xyPy. ..__ .... .......... Ware AMnI 0 I�ahh tl��. riea�F,n *rmq 14 �uYN. 1 A A N k,l P h 4 n Islerul WxJmB ��1iea mnvmum I+e r tm�l _ _ _ , no wi n .,.....� ... .... �. w w a m'I; TfTl� TZ,wA r3 -wroro . „ ---.� m,��..�n,n ... -- fI Rm� D re� Ikl r� l d 1 am w qpl :ui i i ai nti"�xr )9)9 G%,itl -01 N Ips UB I.� 2 ry�r 4 Y k t+9P �� ii 4Po2f _ gp,V�i,l'iW CXT, Inc. (Precast Div.) Santiago S-182 (WA) REINFORCEMENT AT OPENINGS rS .......... . L.�m� - — ------ ol L, �Ld— tftl!&�L�tmL "I .......... . . . ..... ...... tl ..... ...... . ...... 4� _r Itl �-000d %1-- - - - ------------ .............. ................ . ------------- - - - - I ml H.—.1.1 L— �k.-.— ...Lk .gffi .1 0�m. 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(Precast Div.) Santiago S-182 (WA) REINFORCEMENT AT OPENINGS Em ffll!,�Xi .......... opmmg d k--- L Ie.gh .1 ."i, I H hlighl lb.- m,6gh 1 .1 rw—w ,uo No. tltl N-9 (LBS) p -A N,,d Po A W 0 - CONNECTIONS Sh-1 R,quimd Sh— (lb) p�"r R.carva w,x 414u C.P.My 2-0, OK JIR . .......... .. ...... RIGIDITY o�MXWAPPIIYAOR�_ J_ V.% 4745625871 ^,r,.. ....... . '00 1 V y 5 vlveA —M.422 . ............ . . . . ....... A9M.- ------ — ----- — ----- - y —QYMl, V K'91— 10— X 1 ------ . .......... JDML.. U... ... —t— y %-.- ... ,4 —Am .............................................................................. ............. . ........... ....... . ..... ............. -- .......... V A; .... . . ........... ... ......... X AE V- I Page: 28 of 41 Date: 07/01/2016 Wi01 rle 111111,:'lillllI)tI I. )F 11+,1)l AI'M I NOJ(!SI"'TS i AS pl td,a,C110IN MIHRUVED SUBJI]("]" 10cr , ME A,4l71)141 l.1'111�,d di i�::Gll()N . . . ....... ......... ........... 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DESIGN OF WALL MARKED Wil ___..___ .. .. ......... a�n Vmw ul Mn�rt, m,pVv kMwxlrad..u.,kmYIYO rbrW wm�u wemlPrtr.¢la ,anY C%�wm um Yawn Ar<..<u4 uimug Ywrrvau�mb,rm a r i tl�e. ---------------------- YB h'Mtl YV:A Y M hY - ^=Y 9 _ a. y_M il M m 7 P N14 A T ✓a v },� ..... ..�.,.. .� .... ra 4!'Pm Wil k^1,,:U.u4 cro N'. .'�„tl f"'��.-...... . ILEwanv1x01^wiWrmmrv�lam 1 a� .. w N 4' b mi A wtit rg� 15 B. �Y'inF i J y l ItlRg�pY Y tl d. "i i-- ...,.. auY �r a a" 6Pw d p ma 19 h��,MY N tlrwN ••m 9_ ' wC hAY11 t Gw 1611 d i 4vYY Yq IAX FBIN N&!,w rti�fY Y IY di � 4 4M�IY PAS h11( _.. V'n 1 C,9J dV 0:- X 4 q 1 91 I'. r..tl_I tli h I I •#Y �� I N10.Yt dr`. bf IN lY � R � F11^4A' FA, R N, lNRLV1111I)tUIE 11111 i1u66,w�Y 6 6 06,f.. 6,y6A U 11 A 4JI 466,<,T� u V pa Alb Page: 32 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 REINFORCEMENT AT OPENINGS .................... .. - la 1.1 E�11111'!,--- 171,17, t .... ...... . . .......... -- -------------------- - - - - ----- - ------ 4LA, CONNECTIONS ......... --77-1-5- PF II . . . . . . . ..... . . . . . . . ... . ............................................................. ........... .................. . . ....... .......... .. . . ........ . ........ AUC3 2 6 Zillti '11, per C.P.mly OK RIGIDITY �,Elll E" ZA� L11." , A. .......... —35 . . . . . . . ..... . . . . . . . ... . ............................................................. ........... .................. . . ....... .......... .. . . ........ . ........ AUC3 2 6 Zillti Page: 33 of 41 CXT, Inc. (Precast Div.) Santiago S-182 MA) Date: 07/01/2016 . . . . . .............. . . . . . . . . ............. . ..... . . . . . . . ................ ........ .e,e,.-- --------------- - — - ---------- . T1. ...... II — ----- . ........ ...... — --------- GM Ma ..... ......... ----- -- , �,WS ............ . ..... . ........... ..................... . . ..........- — - ,,A�11-41� M.......... [n! i tu� 4 M.2 OL"EAid as W 91 - vd plwlGl , ()N UP I OF I ARQR,AF D R)E)US'RIN �AS PUN REV0V SECMIN 16PPROVED SM,"3JC7 R) CC)L)@: AND HEm 0 �NSPFCINOP4 Page: 34 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 REINFORCEMENT AT OPENINGS n q, ins "'T sl aw a P r r m w ............. VMA k fl„,, N 4 Mel 1 ,�...... mmmn Opening IHur¢nnlel 1- 1-1-1-1.-unI Lknplh.1 .p g c Nw;.'aNeA .m, (LBS 4a CONNECTIONS .................. . ...'�wy. 11 9✓aAa^gr bPMq P (�' q'A. wa �Md �M�iry N"'h,. , iMgap+ w, tl db�.""tw1 b d'�,�. ��X"...... �P�£+ dT^i.'9,& .w��I_ ....➢Sd��._____`v?rtL p r�ww ��_ 1Mgnn"�7 �+yiL Mraq iF b< D IT 7, tl AJp d bM dPwll X mJ par, qy' --- i;r" aw I, IM rA w f am IAN Xrd v w u « r bR a LUK au ] ” e�"MJry Wl�brG I IrM ,M)"L 4.. fW 4. Itl trod 'Y9 b 12 a ` w o s — , er, eytlubq Iw ..�Y �r. wAlm_'r Snp ptr Ff,Mnv ryC ry N Mtl U... MP b fab ryr I.�qp llV Requ d Sh CapaGly (Ib) p tm 4mp a P p h JIy' R e Q7 nllyrr R ,Aa. Reserve ,q9 B Connect Pn� iK4N IMhI. 6pTu .......... INi gT1Y d hew ., Capacity •�P-0A "•, NFAdu7V.",y.�dNl ey.J� Sw.21Mfl..».., eAm.. R+J32 OK yy RIGIDITY pp pp — =n only Hw.Av .hmol,vIP" 9;; ',rrr ..... — Em l�waVY..._ .SY'N?gJ.u, _ " .. ..,,, D.. 2 • 'M,... .....�a 9 ivillia w �. }iaa'ti�i D—] .�....E Xm- � A J.A�AI"1,'�I Rol- ---Tl .� �7tl p1J'yn4�' .R.4-.,,., _"* y �rn�F __ aRa�aa ., 1 -ml J - F fs 4.xssn� troa ta +Pa h�".. �a ~� `� 3 Jh/ 1, 111 G'r0�1)FI 1 0 ill lrlJa1"fall `. s n, l;r, V D fbnr2 as r� s��.nar �. �4k7 4! �ampw .,.tM?I y c 5M. rtaaB NF1 D�.3 -- Hb N anal a�u �5nra._._...AA :.;,;m ......� 9.:. AIJO 2 (3, ANE) FIELD 4Y'P1`11'fa�;�CION Page: 35 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 . ......... ... - - -- — — - - - - - - - ----------------------- - - - ------- -- - - �anfiawoS-IK M�q. ,J0.A,, W.eh . ......... ............ . - ------------------- . . .................. . . . . . ..................... . . .. .............. . II NOvx AM ------------ . . ........... . . . . ............................... . ............... .................... . . ........ . — --- — ------ FUN: MINZ,.= W4 M. -- - --- --- -- —"" '.'fir; yk-�l 'n Vlk----� !N �ATF OF V,IASIO��MU,� m Im Ol: � �,GoR Aj,�I) 114[djS I 'AS I'l Al't HE VHOl SI I , I JU41TkOVl:: I) AUG 2 6 2016 St jUll III - ( l M(101)11 AN 1) FIF: I D I ll,".� I IFC I W,)Jj�j Page: 36 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 REINFORCEMENT AT OPENINGS ly. 10 70, op.6,,, ...... �,t 1 ".1- Hh�ihl�bml I (-) W, i 9,hLl B I I - —1 At. N. 9 opv--g ( S) P-t - fuvlur¢eJ Wd I (--L2YI 2 i�'T . . .... . ------ CONNECTIONS U -I.— hm% 'on Womlmn--, 22M —:: �--U'Lg � uuq t ........... . ........ . ........... . . .... It 1211 xw IaI ...lu ............ ..... . ...... 11 . ........................................ .... . .... . . . . . ..................... ilplcw rMrc ON, co.my R -17-W, :,A204 X14 WN T C.p.,ily (lb) par C. .......... Reaerva capacity OK RIGIDITY ................................................. . . .. . - -- . . ..... . lam,,w,Ll U ........... . . a- 'N -l.". ..,....J 2070339177 wdff w - - -------- - oi-mt; I mw ra . . ........... JR - ---------- JXJI 0,.inj, I SVM:: 0F',AASHllK,10N 1)1:�Vl OF: I AVIR A1190 I 1,10115mirs FAS FlUiN REM&V1) SECTION APFIROVE0 AlJ[,i 2 Ci ZU16 li� HBJEcr TOCM11)F ANK) 4KA D BSI &4'GIHONI Page: 37 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 DESIGN OF WALL LL ........... I I — --� Li. ........ . ........ . .. . .. . ............. . ....... . .. . - ............ .............. -- I - --- - --------- - --------- --- ACI. . ..................... . ....... .... . . . . . ........ . .................. . ..... . .... . W.0 Aw 4, ........ TOM;., — zzzFj, ....— — ----- ZkEf, . — — 10.0". Vl --I Itl LhaLK,—u,—q1jN —M WI �j .. . ... .. . . rrz . rz�P f fl In qw- . . . ......... 2N NO Lww�7tl di. .......... . . ............. ------------- 01 IT fi119W b . ....................... -- ................... ............. . . . ......... . .0 Mk?kt9j 01 1,AB0RAND 11q0US'HflrS :A8 N All), RLVILI'�N SI:C110IN Ml1R0VH SUBJEC 11 110 C011DE AM) oEII�[), -------------- I . . . .................... 0- . ... . ........... ... . . ....... F== 'I'll .... ...... .. . .............. ..... . . ............. - ----------------- ..... . .............• .............. — ----- Itl LhaLK,—u,—q1jN —M WI �j .. . ... .. . . rrz . rz�P f fl In qw- . . . ......... 2N NO Lww�7tl di. .......... . . ............. ------------- 01 IT fi119W b . ....................... -- ................... ............. . . . ......... . .0 Mk?kt9j 01 1,AB0RAND 11q0US'HflrS :A8 N All), RLVILI'�N SI:C110IN Ml1R0VH SUBJEC 11 110 C011DE AM) oEII�[), Page: 38 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 Openin% Hur'vonlel Localpn b'mnel Luce ion N L knglh of oprnmg H heighl obu�puc 1I (-) WOgh ul I flirt' tYl�l k I ti•.'�uwril aA t M. R op—g Onmg(LBS) pw q'rrd (� xxl &��e��p w, 1'B fly �.�..,.�YIrem� REINFORCEMENT AT OPENINGS grv��L9— A1.: tl II II qYI la AF 1` Y1216II fit S..mae II d M �r ,,,, qiM .� M,� Openin% Hur'vonlel Localpn b'mnel Luce ion N L knglh of oprnmg H heighl obu�puc 1I (-) WOgh ul I flirt' tYl�l k I ti•.'�uwril aA t M. R op—g Onmg(LBS) pw q'rrd (� xxl &��e��p w, 1'B fly 'C Requ d Sh C p ly (lb) per R-- (h ear R awg— I B C I Reeerva R Sn1anW»nIW .. $pPN 14rp F7. +:*yg,& Capacity M95 q.m 26Ntlk Y OW .9�Y..... .3295. OK �.�..,.�YIrem� grv��L9— A1.: L _. ,tlP Y,gl,...Ea fit S..mae II d M �r ,,,, .� M,� CONNECTIONS A mY�'faya TV.I k� SriBWa�h lAiaA_gralwy „� ............... .E O RvmmAma MDhrg ........................... =7777--- Rgi�4 R IY �uI�IT Ad4CmwSJ( NmM'AtlYI b 65W1;k(}nh .2.Fp_ M L, o ,.. I"IM ..,.. ..............a_„ YN eI B vd 1fAix>. - __" i ). �...,........� , � I m M Rf I � y4 N 9MP1'�� iYl N,Pp µ..barn _ dIA jfl .•.1 W0 hY+sWV 'C Requ d Sh C p ly (lb) per R-- (h ear R awg— I B C I Reeerva R Sn1anW»nIW .. $pPN 14rp F7. +:*yg,& Capacity M95 q.m 26Ntlk Y OW .9�Y..... .3295. OK r�� . . ......1 iw lSrrl P+m�w l s9g_.q R5' MM . aP 0 p rM 1N' 9dDPl fl 7 Prl9Y' kRtM SPI " ..ffi ,. ' ope glAWnIM M ____ fdT ll� d� a��i[(I ��101 6:r I )11 111°S+7 �IEy14ir7J1a,r�� j��(.' 2 6 ?t)Iii A,4°D FIF1..1rU RIGIDITY fit S..mae II d M �r ,,,, 20616g03I3 , bl*gha A mY�'faya TV.I k� SriBWa�h lAiaA_gralwy „� Rgi�4 ,. r�� . . ......1 iw lSrrl P+m�w l s9g_.q R5' MM . aP 0 p rM 1N' 9dDPl fl 7 Prl9Y' kRtM SPI " ..ffi ,. ' ope glAWnIM M ____ fdT ll� d� a��i[(I ��101 6:r I )11 111°S+7 �IEy14ir7J1a,r�� j��(.' 2 6 ?t)Iii A,4°D FIF1..1rU Page: 39 of 41 CXT, Inc. (Precast Div.) Santiago S-182 MA) Date: 07/01/2016 z Im® r IFIM r�. !)1111) I 1I 1 0 1I"l PLL II011hI JII N = C OI , ')C ll I1NI !)1111) I 1I 1 0 1I"l PLL II011hI Page: 40 of 41 CXT, Inc. (Precast Div.) Santiago S-182 (WA) Date: 07/01/2016 I :um H4'1 ±m r,"Ol W N a 2 yP I I ",I ? » < 11 ( % CXT, Inc. (Precast Div.) Santiago S-182 (WA) ... �;w o—s-ii ................... x'��fatiti<r (q S-182 Page: 41 of 41 Date: 07/01/2016 U,4U FSp"nr,ulrrofuuaa°h rah u[uwdp 10.'16a CHECK SLIDING RESISTANCE SlrrEtnRtspafzuncw wtmh °elan° N"sNu9c ==ar.l d.°V4'e+.7a"i;SFr AW_... 1 shds. � .....m.m..�t5rrrl 9:� 1)� flver[u ming Resistance with p• 9'FM�Y 41 Snow V' N un FSw and 44 ? 10 [y ,. Factor of Safety e,e / 19sn.,usnnt pull 'N7 ,^ au de "pc rcmm -- 2 U,� > I 0 O.K. -- slichrig Relistanck nrdh'ZVosnow Nb4c , u- 61We Pwl &-,14%IV 4'-41fr V usun� ktuaauM 2.G3 > J1mcr3�) OK�,'i.. Factor of Safety - "_."" 1�.vwr 11-1,221On L Ver,nsd Fsnmd 2,4 > I U O F: nq NkkJV4cim.w Fais.ic 12 > l0 OX CHECK OVERTURNING RESISTANCE CHECK BEARING PRESSURE CONDITION Net Pressure I I oleo � Ms + FuFR M r 1ISSFI (Zi) Tile *0 7;d I! Al4wrws'Matlr frrr,rx Fetut ______m 14twtrgf.. 8fd71,,.lvxtl _._. ILK. 13aV ruY.r;.c"flon 4 fl w buildlntr is placed on a properly prepared well drained granular sub -base, the design s . fl ;Dunt fila, lateral and vertical loads CHECK BUOYANCY FORCE CONDITION f ....... BuavantFace hYa �"w�a"B lw,r�gkv ufi�-'�--L 66=,'4V N4Y^41.R 1h. Fnetue of fwisftt F4Vw - Wu: 9I"h FS`4't = C b i __ ---7.. L00 A] K'.. Tlhc weight of the building exceeds the buoyant force duo to hydrostatic pressure acting on die horizontal surface of Ore vault, therefore, the design is sufficient against buoyancy Floor Design Information: 1)The referenced building is made of flood damage resistant 5000 psi reinforced concrete. 2) The vault system, i£existing, is designed to minimize infiltration into system and can be considered water tight to a height of 17" 3) Flood Ventilation is available at threshold level and flood ventilation exceeding V per sq ft offloorama is provided S fATre "' I �n� WR'Af 0, .':'SEC 1 OF �' no mothan 1 T' A F F / 'y °NTROVED 1 2 Loaa aajusuncn[ per inr rano a loan com omauons flver[u ming Resistance with Snow Ohsnow=(.6tWe+ 75e PSFr'Ar)`(Wb/2) Or now= . RRI 4—Q"InZL Isl Factor of Safety �cfV"mu11smic .Fselsmc _. ..... V usun� ktuaauM 2.G3 > Od OK�,'i.. tancewith No nq �"� O[r 6 W1Wb/2 Otr R7114Rfi kin -4t "Overlurnm NaowruA F'S,a uel "Or f W+n nd Fswmd 2 84 ? I U 0.'K., Factor of Safely rs wwo1c (to N Vltahnnnc Fgmsmie 295 _ CHECK BEARING PRESSURE CONDITION Net Pressure I I oleo � Ms + FuFR M r 1ISSFI (Zi) Tile *0 7;d I! Al4wrws'Matlr frrr,rx Fetut ______m 14twtrgf.. 8fd71,,.lvxtl _._. ILK. 13aV ruY.r;.c"flon 4 fl w buildlntr is placed on a properly prepared well drained granular sub -base, the design s . fl ;Dunt fila, lateral and vertical loads CHECK BUOYANCY FORCE CONDITION f ....... BuavantFace hYa �"w�a"B lw,r�gkv ufi�-'�--L 66=,'4V N4Y^41.R 1h. Fnetue of fwisftt F4Vw - Wu: 9I"h FS`4't = C b i __ ---7.. L00 A] K'.. Tlhc weight of the building exceeds the buoyant force duo to hydrostatic pressure acting on die horizontal surface of Ore vault, therefore, the design is sufficient against buoyancy Floor Design Information: 1)The referenced building is made of flood damage resistant 5000 psi reinforced concrete. 2) The vault system, i£existing, is designed to minimize infiltration into system and can be considered water tight to a height of 17" 3) Flood Ventilation is available at threshold level and flood ventilation exceeding V per sq ft offloorama is provided S fATre "' I �n� WR'Af 0, .':'SEC 1 OF �' no mothan 1 T' A F F / 'y °NTROVED 1 2