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S�( 4 L5 ' CLARK PACIFIC PROJECT PGS JOB Geo 4_ m 1980 South River Road CONTRACTOR H 5 wzi41.T SHEET West Sacramento, CA CNEA it-'t I-0"-oep) DATE I" CLARK TEL: (916) 371-0305 2-17-04-- PACIFIC o¢PACIEFC FAX: (916) 372-0323 t C23u x Z4n Cot1.LP1►JS BY w" CHECK C 4,R,A4 ITN L-D NOS 0)4e-f I E)" s HT- 0 1 fl' .. C L.Z / \t i ) 2 / a .0S4t� ____4 64 r ---- , stz, 1 it_.- 241L._=....._ 1 \ � To- }._ d... ..... _.. 0 _ 6 r _ 0 . _:_ zsfg/ . Af GY8 j, as g1 sur 3,x,1 \I-...... ____ _ ___ --, , (916) 3(1,1:06 17x0n1 -To P ay'coesEL. '---- (� •Tnr,Yneta, t5 r,tor PST' OF LTL 015r6vii P'Atiii 21.71.. 11-t 0 .fi 1 If►r1A7 1144 r IfifZE I. e r ,c-uvtet 50 REG)PYt.1i 6F ici 21.7,.3 riT is 1°121-7. .( ; mks C.01a 1b,,eam ro II---11\ 0121.2.4. 1931.2;5 ' -- - 1 1°121.Z.(o - _4 1E spc'ci 5 - 3,29 24f • f G_ 5,000 r (m IL) > 'coo pp, a • (204F ela IrliOnto ilE:4,5 CvuFoemi,uh , ,. Fedi = S.D Ks( TO 1e,121 2-s.Z • h10 SPLuGFJ3 tic. (tct7I.2-b Pufb tor AI) 1 1921-71.2 - 29E.S WO" fre f ty......(:RA >.....Y jf If-/tv 121,E- r3 - n czr►I, c, TO 021. +.4 ( '-Ir 3. ) 1921 ,41-,5. .:; ( Lir 306' ) ( 1121.52 Da.Era...Nor . 'P-y.-.....N(t role 3-culla) 1 I CLARK PACIFIC PROJECT VSA liuriTIN fikAIM JOB (9004, ra Y 1980 South River Road CONTRACTOR 1401A) SHEET .5.y 1 West Sacramento, CAst DATE CLARK TEL: (916) 371-0305 16 2` ,I g )4, tOMPFP CbGUtt'►µ 2.„,41.,:,d�} • PACIFIC FAX: (916) 372-0323 BY 644CHECK CUL.Tyre 1 .! t 1,1.,1 pv .0, 11..w. el l_Z K � 2A- ' I�YS1� .C,, pL a S"P -2 pt. s 2(02 PLF ,„, : iWb r Cif)-9. vi. _ 3,t90 Lf .Y , '' 13049 6£ LL= 400 PLf �.: LL = 30 P �� J ‘ - \ n,Ss° . .„ \ , . ,„\, 4111110 1,, , . . \ \ s ,„, ,.. ,s. N Z / „.,..\ ,..„, . l Y \ 1„,:•.„,....V , \„ N4 , • \\, \ 's, P� ,. ``: N ..<7.- N,,,,, 5\e, ' it ,. , ,,,, ,,,,, 'N, \ \.8 \ \ r +SN, i \ a \\ \\ i 4 i !4t•gi 144'� 1'0i 74..................... / rA, • Z �" `` CLARK PACIFIC PROJECT I f741r<I titv1i pf,W► JOB 6t�d4 Ain ` 1 1Ne 0 South River Sacramento,Road CONTRACTOR ,,,, ,, SHEET 3.3 0 CLARK" TEL:t(916) 371 0305A 14 {IL,.y wimpmatey. DATE v�_ , PAC I FIC FAX: (916) 372-0323 BY evi.I CHECK c$ -- 2 'rWrcc+ 140,I y UD• ; A 1-10-04. LIpey2 to PP v43>< = S • "' CLARK PACIFIC PROJECT WAiAlum.rog .561k4JOB wog,. 416 il s ri 1980 South River Road CONTRACTOR kw SHEET % L.... i West Sacramento, CA / CLARK TEL: (916) 371-0305 16%1%- 164V'!4y C0rhD C8t•11 '►t! DATE2-4-0# • PAC I FIC FAX: (916) 372-0323 BY A/tA CHECK =13- 2 rioah 1,0. I :. 1 ) / I -_,. ...._ f. RI p_ 34k t (2 p_4-SIC lw- A L w b•s►c 1 ( i.z 11•bK i' 34-06' 1 I GO --III,---- A- PL 91 ioic ( 1$11 Tptyptofit 5 fhe mpg) 9,9' , s of tA, U. = 3O Ppftr- . 31110 _ 10! 1Jk1bm_ ; : P' = _0,2bi IG I,F V\A p = C14 x 8 7`) ar 05 le-h4c W 7o: q CI P79(93-5) _ 2, j 1c.i/,,F W : Xi f)P.7) _ 0,5(9 K/1, VJ1L * elFg 3.5')= 0:71 %eke 410 4 CLARK PACIFIC PROJECT WIA''Jiti'IJhuhj foAytteJOB ej ,y. M«x .` 1980 South River Road CONTRACTOR kw; SHEETy�, S i West Sacramento, CA DATE CLARK TEL: (916) 371-0305 .Wr hleg r ) �% 1 at PAC F I C FAX: (916) 372-0323 t BY s - CHECK CoLt�v+riN TYPE • C, ez___' 0....__ r----'-Th A p p= 21, y P►L. :. 18'o k 0 P9,9 = 4P - t P I - pts Pi irl _ P31v _ 37- K r- .-i- ..--': ' P2 •0` r ppm . so sit. ? I - t 1 ...i. re ---NeT-----s,,,,,„. is. N ,., . 1 t 'i 4 P , r►. U i+61 i ' --- : 2big. g , P, 4 N al; ( C- Ut ipto y 224- S L' S ka _ ,,7, ; U�4'0 CLARK PACIFIC PROJECT I11jtITOI'1 �0GJOB 6604 g 1980 South River Road CONTRACTOR N%1 SHEET sa co 1■I West Sacramento, CA CLARK TEL: (916) 371-0305 123,x 10t614�I1V►/ U?+"rorD cot, DATE 2'5...-pk 111 PACIFIC FAX: (916) 372-0323 By pL CHECK Cot,+AvrN VIP€ C 1 e X0.1 k ci. I ,/ 2-to-Qt LS ,0=-Y K, , p,r. AV" i Du III w' Pc 7bst 0 ik 0c 10 r/ LZ�1Jx' L= 4.5i t"" L 04, c 741 L 1'' 0 o allk . L=a15K p= i1.5. AR ittkveFr P 18.4140c22_itit` K I d Lir 10.s4f D- L= 8.bb**Pf'. L,s 4.81`x. _ La 5.84 1 r17 N fr. U= 34 t uks not K' 'LA 41.3:01 1111A =17 k Dat 15b 1' Dv b.11` r`r th ;1.34' D, I q.S+ ur KL+ ) r .tia$1g-� L= : :00'R $,b La '� La 5.1 K' . ,1 vte 'g7.p1`''f Via 417.4•.1G-fit' {/�_ -�°' (Ac SCA t` P(ic) - 013 (it-FT) M 4 (v.-Fr) I c . I ! Paz 11 AC Moh+wt s ;IA(0347 t 0.0,0 iM. 1 = 8 X ( fl4fi` 5,01"-rr � .r • till it Niyeuita Put, Oki. ovSh) Yhua z 51:1 1`1441.. Mint ,Z6.7 w:-Pr. i +mu e 4 `"`fe' m>M�is �4.b F Fr 'ql�� S 4, CLARK PACIFIC PROJECT WA4,14tUh 1170 'OWE JOB 0001. ("rli 'n - .:. li 1980 South River Road CONTRACTOR 1..t4 SHEET s..7 i ill West Sacramento, CA DATE 0 CLARK TEL: (916) 371-0305 It ii24 BY 24 PAC I F I C FAX: (916) 372-0323 Cru CHECK �- K. 01) Imi Lo 2-70- of • . (2) t 77 \:: r _O i • , 0 III TO- 1 I 5W a 21:2tkF el @2 ..,� 0-'5 : ave * 400 kf ll T�'ii' -_ K e T, ii PL PL. = OA- P i- s PIC) = a9 3 LL - TA, = (c2-o ) ( IAo'+tU'js 5 $2 ?i Pr 0-0i)000ft,f) : 5,10 K ,A I- ifol PIjo �� s4O0 Pio C )C O Pl o s ( 'i 119 Pvc)t ( o')(262 Pte) = bro.° K p3L. (SGtt`c ('3o ?if) = 1$`O k= 7 CLARK PACIFIC PROJECT i�' NIUnTD,I fruo fr JOB dP�4 ° ,,�. 1980 South River Road CONTRACTOR pyVJ SHEET . S ill 1 d is West Sacramento, CA y DATE 2'J d� 4111 CLARK PACIFIC TEL: (916) 371-0305 FAX: (916) 372-0323 *Sail-, Wv1 “vipw 05t440114BY 6,444 CHECK C,Owsviih4 'Ty PIE • e aft4Pi P2 P, _C/17, :_ . .01 P itr. ii II 1 1 2 II - P3 � E_ P Pj 1, • ',-----'—"--1.77.-7-77; CLARK PACIFIC PROJECTTMl9'aNlhtiBF ��1A2E JOB GDv4'' n 1980 South River Road CONTRACTOR } SHEET '3.4 i West Sacramento, CA DATE 0 CLARK TEL: (916) 371372 03050323 l!?a c'24 NFA4114 WOW Cei-Unt Z ` P �4 C F C FAX: (916) gY C CHECK rife ® C 1A 2-7,o- o4 . AL- 0.0 VII 0%0 L. 11010 t... 7=b ic,' 2= .8.;.:17-t) __„..,„„,____ ......„......-- 41 •, L. t8-oK p At pi, coo k,, 0�0.,61 wQr pa 37:5 lo' 'pg 4cS1G1 .- L* p►q L= CAO L. + f • p` fi�-k ; tot� - - - �- l2 41� L t0 b • 't • i 1 " ,kit' Vte. 847 K' 7.--: ' ,4,4 !•,.... ...,.... 46\ - /, D=;_44Bb 1� ' p./ 0.p94 p- 432 w 4 Q= lib K' (.65mrs-Niix. I. w 0,0 . ' , .!..w• 0 tt 0-7 0' 1,= to.b to .- 1k WI .7040_ as i Zle .1A= eagle' Litz 737 ? C w) MO ( :- !x C .Cri4A 1 t Ftt = 4 0 K :1111AE= G 'fr A _. : :1`�_. 'A .. „ -2rt _ 460*- - ` s _ . el :4 'rte er; .. } 7 _ Trait '-'014;;4.:11 t.381`-Pr 'U6 •me , ;041 ro,ii°r 466. ' - rtVattila = NA 4-.-fr . Iiixtviii•ix ZI.l.re-Fr . CAW. 3 : ,Ck w 441 _K - ' 7 1-19(i_.1r-,fr .14 . _ 10216 Er 0 Q Menta % Ib2 K-fr Y1') olo= 4,.0 lc--F' thArtZe 1mw►til _ 014)(0 -T o030 R CLARK PACIFIC PROJECT wJA31,4114hrm mgm JOB 6064 it 1980 South River Road CONTRACTOR V1) SHEET g lO j West Sacramento, CA CLARK TEL: (916) 371-0305 f11 DATE e2.5.0, • k PACIFIC FAX (916) 372-0323 l' X .$EIt"T �O z C"rru BY 611,1ACHECK T?rg V4 t 'A/7 i- 49-4 Y2 c 27.5' P r _ (('')(77-5') _ e63 9 PI I 9z = (32)(21.5) = 513o P�-1 ow= ( 1)(y6. 14,0 _ 5t2 144 _ DL= 7`0,11 t.t w oftxt 5fkif AZ 119 Pelf Lt P aEl2tACAftE _ 30fVF v= (�0(0.512 r�I) (i53 OfXi9 Pf) _ 1'0043 k u leh.cl _ 0853 Sf}00-P) e 25th QED _ (97)(O '2 rI') P ( ii P1) c 1,03.51c PA x$5.8: c - VO _ es te F 14.51 ‘- "lot: + L= ,A_ 6.1glc' it,c a 1 a s.Vo w' eA pr 74pitv az 2401) - ?a= \t4'1 w-Fr L= .o. a a54w) ps grit. tA= +81z 3951e Mat 4t:1 L= 1:01t 14, IA a 11:161C Y l (o o e)a '` 0.-2.,0 Q�2:5�Qt~rr = ato.2 _� --t Li 9,51= L=4. 3K 111 't.57 K' - I • L = t5bK kik 1.141 11 3, t1 P (kip) 1600 — r o 0 0 Y — ±x o6 0 0 0 — 1 24 x 18 in Code: ACI 318-95 Units: English — Run axis: Biaxial Run option: Investigation — 0 derness: Not considered ti mn type: Structural I I I I I I 350 Bars:ASTM A615 M (0°) (k-ft) Date: 02/24/04 — Time: 10:47:10 -400 — PCACOL V3.0b- Licensed to: Clark Pacific File: untitled.col Project: Washington Square Column: Cl - 18x24 Engineer: GAU f'c = 5 ksi fy =60 ksi Ag =432 in^2 10#6 bars Ec = 4031 ksi Es =29000 ksi As =4.40 in^2 Rho = 1.02% Or 4.25 ksi e_rup= Infinity Xo =0.00 in Ix = 11664 inA4 e_u =0.003 in/in Yo = 0.00 in ly= 20736 inA4 Beta1 =0.8 Clear spacing = 5.50 in Clear cover=2.25 in Confinement: Tied phi(a) =0.8, phi(b) =0.9, phi(c) = 0.7 500 — My(k-ft) O 0 0 0 y o --x o — O 0 0 0 24 x 18 in Mx (k-ft) I I I I 116 I I I Code:ACI 318-95 -500 500 Units: English Run axis: Biaxial Run option: Investigation Slenderness: Not considered • Coiumn type: Structural Bars: ASTM A615 Date: 02/24/04 Time: 11:06:31 -500 — P = 1147 kip PCACOL V3.0b-Licensed to: Clark Pacific File: C:\DOCUME-1\BMANCINI\DESKTOP\CLARKP-2\WASHIN-1\C1 18X24.COL Project: Washington Square Column: Cl - 18x24 Engineer: GAU fc= 5 ksi fy =60 ksi Ag =432 inA2 10#6 bars Ec = 4031 ksi Es =29000 ksi As =4.40 inA2 Rho = 1.02% =4.25 ksi e_rup = Infinity Xo =0.00 in lx = 11664 inA4 1111 e u = 0.003 in/in Yo =0.00 in ly=20736 inA4 Beta1 =0.8 Clear spacing = 5.50 in Clear cover= 2.25 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) =0.7 02/24/04 PCACOL V3 .0b - PORTLAND CEMENT ASSOCIATION - Page 4V 3.43 10:46:20 Licensed to: Clark Pacific untitled General Information: File Name: untitled.col 4111 Project: Washington Square Column: Cl - 18x24 Engineer: GAU Code: ACI 318-95 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: Biaxial Column Type: Structural Material Properties: f'c = 5 ksi fy = 60 ksi Ec = 4030.51 ksi Es = 29000 ksi fc = 4 .25 ksi Rupture strain = Infinity Ultimate strain = 0.003 in/in Betal = 0.8 Section: Rectangular: Width = 24 in Depth = 18 in Gross section area, Ag = 432 in"2 Ix = 11664 inA4 Iy = 20736 inA4 Xo = 0 in Yo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (inA2) Size Diam (in) Area (in'2) Size Diam (in) Area (inA2) • # 3 0.38 0.11 # 4 0.50 0.20 # 5 0 .63 0.31 # 6 0.75 0.44 # 7 0.88 0.60 # 8 1.00 0.79 # 9 1.13 1.00 # 10 1.27 1.27 # 11 1.41 1.56 # 14 1.69 2.25 # 18 2 .26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi (a) = 0 .8, phi (b) = 0.9, phi (c) = 0.7 Layout: Rectangular Pattern: Equal Bar Spacing (Cover to longitudinal reinforcement) Total steel area, As = 4.40 in'2 at 1.02% 10 #6 Cover = 2.25 in Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Pu Mux Muy fMnx fMny No. kip k-ft k-ft k-ft k-ft fMn/Mu 1 773 .0 73.4 40.4 250.4 138.0 3 .413 2 259.0 49.7 51.1 181.4 186.2 3 .647 3 436 .0 80.4 48.0 244.7 145.9 3 .042 4 292 .0 84.7 32.1 239.0 90.6 2 .821 5 147.0 102.0 16.2 208.3 33.2 2 .042 6 1147.0 126.2 0.0 178.1 0.0 1.411 *** as Program completed requested! *** g P 11/1 CLARK PACIFIC PROJECT: Washington Sq Job: 6004 L1'1016411 '7 l 1 1 1 Tr 1 1980 South River Road CONTRACTOR: Sheet: .10(4 PACIFIC w Sacramento CA 95691 18" x 24" (Heavily Loaded) Columns Date: Feb-04 • (916)371-0305 - COLtA,n p TIES- By: WBM Analysis of Reinf d Rectangular Concrete Columns Not Part of Lateral-Force-Resisting System(UBC 1921.7) �p�� (RED mist be heart..by user,BLUE Is computed by pr.pem,BLACK I'Need 4y the wither +.✓ 1 3T • b= 18.0 Input: Output: (top) b(in): 18.0 Ec= 4,031 ksi h(in): 24.0 (Smallest)I9 11,664 in" fy(ksi): 60 Ba= 0.600 fc= 5.0 h= 24.0 fc(ksi): 5.Q El= 11,752,963 ksi (ACI 10.12.1)K: 1.0 Pc= 8,055 kips A9= 432 in2 L„(ft): 10.00 em;nx=0.6+0.03b= 1.14 in / Ach= 315 in2 PDL(k): 0.0 eminy=0.6+0.03h= 1.32 in pg= As/Ag 1.0% PLL(k): 0.0 P.O= 1,164 kips K1„/r= 24 >22,.'.Slenderness MUST e,: 2.0 8x 1.24 be considered M„X(in-k): 0 S,, 1.24 PDL(k): 0.0 PLL(k): 0.0 4Pn(max)=.804[0.85fc(Ae-AS()+fyA5(J= 1,166 kips (Usable Axial Load,e=0,4)=.70) ey: 2.0 Pp 0,55fc(Ag-Ast)+fyAst= 2,081 kips (Squash Load,e=0) M,(in-k): 0.0 Px= 'Pu= 0 kips *(Sum of Loads from input above,using • 1.4D+1.7L) OR Pu= 1,164 kips(USER Input,using 1.4D+1.7L) OK Reinforcing: TIES LONGITUDINAL Reinforcing Clr Dimension: I 1.5 I inches #Rows Rebar: 4 Reinforcing/Row Dist Bar from Tie Size: 4 (Select: #4 or#5) Row# Top Size Qty Tie Spec,: 4.0 inches o/c 1 2.6 6 3 1.32 #of Holz Ties: 4.0 2 8.9 6 2 0.88 #of Vertical Ties: 3.0 3 15.1 6 2 0.88 Ash(PROVIDED)= (HORZ) 0.80 OK > 0.76 4 21.4 6 * 3 1.32 •(VERT) 0.60 OK > 0.54 0 0 4 0 . Totals: 10 4.40 in2 Tie Steel Reced Per UBC 1921.4.4 (HORZ) Asn=0.3(shcfr/fy)[(A9/Ach)-1] = 0.76 hc= 20.5 As/Ag= 1.0 (%As) Ash=0.09(shcfc/fy) = 0.62 (VERT) Ash=0.3(shcfc/fy)[(Ag/Ach)-1] = 0.54 hc= 14.5 SUMMARY: Ash=0.09(shcfc/fy) = 0.44 Column Dim: 18 x 24 (where ASI,=Min Rey'd Total A5(Ties)measured thru f s: 5.0 ksi(Hardrock) • a plane 1 to face of column) Longit. Rebar: 10 # 6 Rebar Ties: # 4 @ 4 in 0/C Rebar-Wt/LF: Straight Bars: 15 #/lf $3.60 Ties: 26 #/lf $7.79 Last Update:1/12/04 $11.40 Printed:2/18/2004 Gravity Columns 4:44 PM IN rACI16 .1 D AVM Fol 3_t� P(kip) fRiTEZYnii-VrITON of iter 1600— 4rnPa e Pa = 1141k ril0 0 0 - = 195A-it—Fr o �--x 0 - o o 0 0 — 44 fa = 3LD K-Pr 24 x 18 in Code: ACI 318-95 Units: English Run axis: Biaxial Run option: Investigation Slenderness: Not considered I I I I I I I Column type: Structural 350 M(0°)(k-ft) 0,,ASTM A615 Date: 02/24/04 -400— Time: 13:23:49 PCACOL V3.0b- Licensed to: Clark Pacific File: C:\DOCUME-1\BMANCINI\DESKTOP\CLARKP-2\WASHIN-1\C1_MPR.COL Project: Washington Square 12670 Fj Column: Cl - 18x24 Engineer: GAU fc = 5 ksiI fy = 75 ksi j • Ag =432 inA2 10#6 bars Ec = 4031 ksi Es =29000 ksi As =4.40 inA2 Rho = 1.02% fc=4.25 ksi e_rup = Infinity Xo = 0.00 in Ix = 11664 in^4 e_u = 0.003 in/in Yo = 0.00 in ly= 20736 in^4 Beta1 = 0.8 Clear spacing = 5.50 in Clear cover=2.25 in 1111 ifinement: Tied phi(a)=0.8, phi(b) =0.9, phi(c) = 0.7 _. ._......_,, ;..a CLARK PACIFIC PROJECT w�+11461. N 5(1U 'E JOB wog. 1, I r 1980 South River Road CONTRACTOR 1,„�6� SHEET West Sacramento, CA DATE gip TEL: (916) 371-0305 t� �� NF19V11�y LOVE0 ) Z- 4•O4 PACIFIC FAX: (916) 372-0323 BY CAA CHECK W WM bfAVt %G Tt E ' ( k°121.45 Jale Mtrc . Mrot = '310 K- Pr 443 -Pr ?� ('tr- . Ver. 01 = 31•kt K+\1114 = if (vh svt►� ,�-,' Vc= 2 iew� C7x C iett)(2ivt) VA-,51c V✓_ k4i.? 3 *-4- 10 z :XX,*V4/4)(71 1 __ _ u= (0.&C)(5k-Skt-+ t.a740 4A4,1 OLD V. > Yt. ‘C. C7C. 3_ 414 c4wax dye o f I2 Dt(Z,r i1t4 Dt 4 y CON4IR4404 S 0 . Clark Pacific SHEET 3.17 OF Washington Square, 18 " x 24" Col, Heavy DATE: 2/18/2004 Compmem, 3 .00, (C) 1997 BY JACQUES & ASWAD, INC. PAGE: 1 BY: WBM DESIGN DATA Bbot = 0.00 in Tbot = 0.00 in Bweb = 18 .00 in Btop = 0.00 in Ttop = 0.00 in H = 24.00 in Section Type: Rectangular Area = 432.00 in-2 Ybot = 12.00 in Sbot = 1728.0 in-3 I = 20736 in-4 Ytop = 12.00 in Stop = 1728.0 in-3 f'c = 5.000 ksi Ec = 4287 ksi ecu = 0.0030 fpu = 270.00 ksi Es = 29000 ksi ese = 0.0055 fy = 60.00 ksi fp,eff = 154.00 ksi betal= 0.80 r = 6. 93 in Reinforcing Data: Depth Area Prestressed Strand (in) (in-2) or Mild Steel 2.60 1.320 Mild Steel-(3)#6 8.90 0.880 Mild Steel (%')4K. 15.10 0.880 Mild Steel ( ,)it-4 21.40 1.320 Mild Steel (5) 44, *********************************** OUTPUT ********************************* FACTORED LOADS App. App. Mom. Allow. 4" kLu Cm Bd Mlb/M2b Pu Mu Magn. Mc Mu (ft) (k) (k-in) (k-in) (k-in) 11.00 1.00 0.00 0.00 1164.0 1330 1.00 1330 2727 11.00 1.00 0.00 0.00 194.0 2720 1.00 2720 3568 I In determining the moment magnifier, the flexural stiffness of the member was determined using ACI Eq. 10-11. Capacity Reduction Factor, phi: Balanced condition: Pu = 541.7 kips Mu = 4841 k-in (+Mu) Pu = 541.7 kips Mu = -4841 k-in (-Mu) 0.1*f'c*Area= 216.0 kips phi = 0.90 - 0.20* (Applied Pu)/ ( 216.0) ,for (+Mu) phi = 0.90 - 0.20* (Applied Pu)/ ( 216.0) ,for (-Mu) j but phi not less than 0.70 Max design axial load strength: phi*Pn(max) = 1165.5 kips, Eq. 10-2 ULTIMATE LOAD INTERACTION DIAGRAM Allow. Allow. Ecc. Allow. Ecc. Allow. Allow. Ecc. Allow. Ecc. Pu +Mu + -Mu - Pu +Mu + -Mu - (k) (k-in) (in) (k-in) (in) (k) (k-in) (in) (k-in) (in) 0.0 2463 -2463 641.0 4768 7.4 -4768 7.4 III58.3 2862 49.1 -2862 49.1 699.3 4693 6.7 -4693 6.7 116.6 3226 27.7 -3226 27.7 757.6 4587 6.1 -4587 6.1 174.8 3499 20.0 -3499 20.0 815.9 4448 5.5 -4448 5.5 C:\Program Files\Jacques & Aswad\Compmem\Washington Sq\18 " Sq Interior Col @Grid 8 & QQ.cmp Clark Pacific SHEET 3,18 of • Washington Square, 18 " x 24 " Col, Heavy DATE: 2/18/2004 Compmem, 3.00, (C) 1997 BY JACQUES & ASWAD, INC. PAGE: 2 BY: WBM 233.1 3748 16.1 -3748 16.1 874.1 4270 4.9 -4270 4.9 291.4 4088 14.0 -4088 14.0 932.4 4049 4.3 -4049 4.3 349.7 4371 12.5 -4371 12.5 990.7 3785 3.8 -3785 3 .8 407.9 4550 11.2 -4550 11.2 1049.0 3473 3.3 -3473 3 .3 466.2 4699 10.1 -4699 10.1 1107.3 3114 2.8 -3114 2.8 524.5 4814 9.2 -4814 9.2 1165.5 2716 2.3 -2716 2.3 582.8 4818 8.3 -4818 8.3 • 41/1 C: \Program Files\Jacques & Aswad\Compmem\Washington Sq\18 " Sq Interior Col @Grid 8 & QQ.cmp CA Clark Pacific SHEET 3. OF Washington Square, 18" x 24" Interior columns4111 DATE: 2/ 8/2004 Compmem, 3.00, (C) 1997 BY JACQUES & ASWAD, INC. PAGE: 1 BY: WBM DESIGN DATA Bbot = 0.00 in Tbot = 0.00 in Bweb = 18.00 in Btop = 0.00 in Ttop = 0.00 in H = 24.00 in Section Type: Rectangular Area = 432.00 in-2 Ybot = 12.00 in Sbot = 1728.0 in-3 I = 20736 in-4 Ytop = 12.00 in Stop = 1728.0 in-3 f'c = 5.000 ksi Ec = 4287 ksi ecu = 0.0030 fpu = 270.00 ksi Es = 29000 ksi ese = 0.0055 fy = 60.00 ksi fp,eff = 154.00 ksi betal= 0.80 r = 6.93 in Reinforcing Data: Depth Area Prestressed Strand (in) (in-2) or Mild Steel 2.63 1.320 Mild Steel 8.90 0.880 Mild Steel 15.10 0.880 Mild Steel 21.40 1.320 Mild Steel *********************************** OUTPUT ********************************* FACTORED LOADS App. App. Mom. Allow. ID kLu Cm Bd Mlb/M2b Pu Mu Magn. Mc Mu (ft) (k) (k-in) (k-in) (k-in) 11.00 1.00 0.00 0.00 732.0 835 1.00 835 4636 11.00 1.00 0.00 0.00 123 .0 1714 1.00 1714 3262 In determining the moment magnifier, the flexural stiffness of the member was determined using ACI Eq. 10-11. Capacity Reduction Factor, phi: Balanced condition: Pu = 541.7 kips Mu = 4839 k-in (+Mu) Pu = 540.9 kips Mu = -4838 k-in (-Mu) 0.1*f'c*Area= 216.0 kips phi = 0.90 - 0.20* (Applied Pu)/ ( 216.0) ,for (+Mu) phi = 0.90 - 0.20* (Applied Pu)/ ( 216.0) ,for (-Mu) but phi not less than 0.70 Max design axial load strength: phi*Pn(max)= 1165.5 kips, Eq. 10-2 ULTIMATE LOAD INTERACTION DIAGRAM Allow. Allow. Ecc. Allow. Ecc. Allow. Allow. Ecc. Allow. Ecc. Pu +Mu + -Mu - Pu +Mu + -Mu - (k) (k-in) (in) (k-in) (in) (k) (k-in) (in) (k-in) (in) i 0.0 2463 -2461 641.0 4767 7.4 -4766 7.4 • 58 .3 2861 49.1 -2861 49.1 699.3 757.6 4692 6.7 -4691 6.7 116.6 3225 27.7 -3225 27.7 4586 6.1 -4586 6.1 174.8 3497 20.0 -3498 20.0 815.9 4447 5.5 -4447 5.5 C:\Program Files\Jacques & Aswad\Compmem\Washington Sq\18 x 24 Interior Colunms.cmp Clark Pacific SHEET 3,26OF 1111 Washington Square, 18" x 24 " Interior columns DATE: 2/18/2004 Compmem, 3.00, (C) 1997 BY JACQUES & ASWAD, INC. PAGE: 2 BY: WBM 233 .1 3746 16.1 -3747 16.1 874.1 4269 4.9 -4269 4.9 291.4 4086 14.0 -4087 14.0 932.4 4048 4.3 -4048 4.3 - 349.7 4370 12.5 -4369 12.5 990.7 3783 3.8 -3784 3.8 407.9 4548 11.1 -4548 11.1 1049.0 3472 3.3 -3473 3 .3 466.2 4697 10.1 -4697 10.1 1107.3 3113 2.8 -3114 2.8 524.5 4813 9.2 -4813 9.2 1165.5 2715 2.3 -2716 2.3 582.8 4817 8.3 -4816 8.3 r 1111 • C:\Program Files\Jacques & Aswad\Compmem\Washington Sq\18 x 24 Interior Colunms.cmp °. ' CLARK PACIFIC PROJECT WAsu1NG. DN co, JOB 4,n O4 1980 South River Road CONTRACTOR SHEET 'I �1 'I Iii West Sacramento, CA -�� • CLARK TEL: (916) 371-0305 n n DATE (��_04_P A C. 1 F 1 C FAX: (916) 372-0323 24$36 EXf. C-C►I.�d Mr1S BY w1,4CHECK (cz,2 &11-1 LoA-O5 0l4LY) 2411 s►tr 1� iD... .) - _. 7,7, , 1 . ,,5, • , , ( \ O j a -t- . , ...._ 0 . , (1-6.- 9-1- t . , ._ - I, ..._ 0 Jt Stiff .. '3 ' , 3t • 3.31 - - \- , -(oP ot=coeBEL / — ----'r ., ( — �................. 0 40 * I 0 (Loi.i. 6,1 lu,o 1 0 A-t.) 4- TIES @• 4" oi cJ Asa.1-15r ,z- V� 4--,0 lV.s( b . • / 1,.I---IN 4' 1-1E.'5135-Y /:-.1{T- 3.30 "mac, _ S.° 1(51 sG 4 .0 KS( 1 ' . 41, • -. . =7CLARK PACIFIC PROJECT ,� ..ONSGL JOBflWf 1980 South River Road CONTRACTOR 5 we�l k� SHEET sat West Sacramento, CA CLARK TEL (916) 371-0305 2AX34"COWwu1S (Noel —ritorn_ ) DATE 2_Z-04 • PACIFIC FAX: (916) 372-0323 By W''\ CHECK LDCiN1t.I120 l D N � �. D G3 V- ISE Ak � Z-,o,•� : � — 06,0 �sKT e.2.9 t°_ tzt44_0 = t7t P,_ -K P'L eo L. eavg : tar- EA. .31S ,_t_r x(act Z) — l0.3k7 �Ev e = tz4- LC," X 344 ,C-bLu2-41t 3` ( x \ - _ (O.Qr-A-EY EL C A4E_ _ Max Pt.k. ® )-44)L040 + 10t3+1o. + l.��z5.� 3) ,q,4)02) = 6e)o� (J ) r:;KN6)(5) (1,4)41-(2_t-.4-90:10] -+-Lo )(I•4�(-10 + a2)(t.4)(40) C.8 0 e= 13o( / N'1 - (lo b0)(13.1 = agog 4A-� IL M 01-x M,t ) kip.) P 4 E� 4-)0040)+0.1)(25.4 0'7) = M,4=- put= ? 103 1 Pte= ►ctZK • CLARK PACIFIC PROJECT: Washington Sq Parking Job: 6004 tlierct li 1980 South River Road CONTRACTOR: Sheet: 3,23 Aft PACIFIC yy Sacramento CA 95691 24"x 36" Exterior Gravity Columns Date: Feb-04 111. (916)371-0305 Citruk tM.t.S T1 E"s By: VVBM Analysis of Reinfd Rectangular Concrete Columns Not Part of Lateral-Force-Resisting System(UBC 1921.7) (REO must be inserted by user,BLUE is computed by program.BLACK Is placed by the wdmr l In Progress b= 24.0 Input: Output: (top) b(in): 24.0 Ec= 3,605 ksi h(in): 36.0 (Smallest)19= 41,472 inti fy(ksi): 60 Bd= 0.600 f'c= 4.0 h= 36.0 f (ksi): 4.0 El= 37,376,604 ksi (ACI 10.12.1)K: 1.0 Pc= 25,618 kips A9= 864 in2 L„(ft): 10.00 eminx=0.6+0.03b= 1.32 in Ach= 693 in2 PDL(k): 0.0 eminy=0.6+0.03h= 1.68 in pg= As/Ag 1.5% Pu_(k): 0.0 P,(max)- 732 kips M„/r= 18 <22, .'.Slenderness need ex: 2.0 SX 1.04 NOT be considered M,,,,(in-k): 0 6y 1.04 PDL(k): 0.0 PLL(k): 0.0 4Pn(max)=.80l(0.85fc(A9-A0+fyAst)= 2,048 kips (Usable Axial Load,e=0, =.70) ey: 2.0 Po 0.85fc(A9-Ast)+fyA5t= 3,656 kips (Squash Load,e=0) M„y(in-k): 0.0 Px- 'Pu= 0 kips *(Sum of Loads from input above,using (0154, 1.4D+1.7L) ei OR Pu= 41M2 kips(USER Input,using 1.4D+1.7L) OK Reinforcing: TIES LONGITUDINAL Reinforcing Clr Dimension: I 1.5 I inches #Rows Rebar: 4 Reinforcing/Row Dist Bar Y AB Tie Size: 4 (Select: #4 or#5) Row# from Size t Tie Spc q: 4.0 inches o/c 1 3.0 10 3 3.81 , #ofHorzTies: 4.0 2 13.0 10 2 2.54 #of Vertical Ties: 3.0 3 23.0 10 2 2.54 Ash(PROVIDED)= (HORZ) 0.80 OK > 0.78 4 33.0 10 3 3.81 (VERT) 0.60 OK > 0.49 0 a 0 Totals: 10 12.70 in2 Tie Steel Req'd Per UBC 1921.4.4 (HORZ) Asn=0.3(shcfc/fy)[(Ag/Ach)-1] = 0.64 tic= 32.5 As/Ag = 1.5 (%As) Ash=0.09(shcfr/fy) = 0.78 (VERT) Ash=0.3(Shcfr/fy)[(Ag/Ach)-1] = 0.40 hc= 20.5 SUMMARY: Ash=0.09(shcfc/fy) = 0.49 Column Dim: 24 x 36 (where A,I,=Min Rey'd Total A,(Ties)measured thru fc: 4.0 ksi (Hardrock) a plane 1 to face of column) Longit.Rebar: 10 # 10 Rebar Ties: # 4 @ 4 in 0/C Rebar-WULF: Straight Bars: 43 #/lf $10.33 Ties: 36 Of $10.80 $21.12 LAct I hxlate'1/17/04 GravityColumns Printed:2/10/2004 1:20 PM C3 Clark Pacific SHEET3,2T OF Washington Square, 24" x 36" Ext Column DATE: 2/2/2004 410 Compmem, 3 .00, (C) 1997 BY JACQUES & ASWAD, INC. PAGE: 1 BY: WBM DESIGN DATA Bbot = '0.00 in Tbot = 0.00 in Bweb = 36.00 in Btop = 0.00 in Ttop = 0.00 in H = 24.00 in Section Type: Rectangular Area = 864.00 in-2 Ybot = 12 . 00 in Sbot = 3456.0 in-3 I = 41472 in-4 Ytop = 12.00 in Stop = 3456.0 in-3 f'c = 4.000 ksi Ec = 3834 ksi ecu = 0.0030 fpu = 270 .00 ksi Es = 29000 ksi ese = 0.0055 fy = 60.00 ksi fp,eff = 154.00 ksi betal= 0.85 r = 6.93 in Reinforcing Data: Depth Area Prestressed Strand (in) (in-2) or Mild Steel 3 .00 5.080 Mild Steel -- (4)*-1t 12.00 2.540 Mild Steel L2)# l0 21. 00 5.080 Mild Steel 6¢}#10 *********************************** OUTPUT ********************************* FACTORED LOADS App. App. Mom. Allow. kLu Cm Bd Mlb/M2b Pu Mu Magn. Mc Mu p< :' (ft) (k) (k-in) (k-in) (k-in) 1111 11.00 1.00 0.00 0.00 680.0 8901 1.00 8901 9361 11.00 1.00 0.00 0.00 192 .0 3263 1.00 3263 7483 In determining the moment magnifier, the flexural stiffness of the member was determined using ACI Eq. 10-11. Capacity Reduction Factor, phi: Balanced condition: Pu = 898.4 kips Mu = 9812 k-in (+Mu) Pu = 898.4 kips Mu = -9812 k-in (-Mu) 0.1*f'c*Area= 345.6 kips phi = 0.90 - 0.20* (Applied Pu) / ( 345.6) ,for (+Mu) phi = 0.90 - 0.20* (Applied Pu) / ( 345.6) ,for (-Mu) but phi not less than 0.70 Max design axial load strength: phi*Pn(max)= 2047.6 kips, Eq. 10-2 ULTIMATE LOAD INTERACTION DIAGRAM Allow. Allow. Ecc. Allow. Ecc. Allow. Allow. Ecc. Allow. Ecc. Pu +Mu + -Mu - Pu +Mu + -Mu - (k) (k-in) (in) (k-in) (in) (k) (k-in) (in) (k-in) (in) 0 .0 6666 -6666 440.0 8415 19.1 -8415 19.1 40 .0 6849 171.2 -6849 171.2 480.0 8592 17.9 -8592 17.9 • 80.0 7027 87.8 -7027 87.8 520.0 8763 16.9 -8763 16.9 120.0 7197 60.0 -7197 60. 0 560.0 8928 15.9 -8928 15 .9 160. 0 7360 46.0 -7360 46.0 600.0 9085 15.1 -9085 15.1 C: \Program Files\Jacques & Aswad\Compmem\Washington Sq\24 " x 36" Ext Col @Grid 8 & TT.cmp Clark Pacific SHEET3.2(OF Washington Square, 24" x 36" Ext Column1111 DATE: 2/2/2004 Compmem, 3 .00, (C) 1997 BY JACQUES & ASWAD, INC. PAGE: 2 BY: WBM 200.0 7513 37.6 -7513 37.6 640.0 9235 14 .4 -9235 14.4 240.0 7653 31.9 -7653 31.9 680.0 9361 13 .8 -9361 13.8 _ 280.0 7778 27.8 -7778 27.8 720.0 9469 13 .2 -9469 13.2 320.0 7886 24.6 -7886 24.6 760.0 9566 12.6 -9566 12.6 360.0 8040 22 .3 -8040 22.3 800.0 9652 12.1 -9652 12.1 400.0 8233 20.6 -8233 20.6 1110., S C:\Program Files\Jacques & Aswad\Compmem\Washington Sq\24 " x 36 " Ext Col @Grid 8 & TT.cmp y CLARK PACIFIC PROJECT w#rst{tooSoa S0. JOB 60o4 r 1980 South River Road CONTRACTOR SHEET / West Sacramento, CA k5 W�'ci11I� 3• Z(, in c' DATE -F SP -Zo -04 � 2 TEL: (916) 371-0305 M �l CLARK PACIFIC FAX: (916) 372-0323 By w m., CHECK • COL(,MAI .rt-E_ cA4r 4 N Ftt)-2 M-Fcou-kNs (sA-►to1z eon t<2 gt. 24)JE 1() Ask,. 0.3 @ hc.--1-c/),ri, ){41/A-r3,- (A Ec2,1-3) t 21 1 ~ / 311' Asb o. (slIc / 1 ( c 2_I_4) / . � cc. 500o PSI ICA va_ Zai 1( La C4 -ck(1-11 kc,„__R.E.iK� _` �t = (0,000 Ps 1 °`-% G.oR4 EcI.: A = 24x %= 869- ,N ‘.43c, SPGs 31-0 AT Ac- (2-4-2"5)x (36-2)(1:0 a-Q5/3 1aL___ - __ _ , A VAG= 8614,9,s = l.247 vfa _o- s = le (niIN (2 \co r c i „ 0€ ' .) h�(X) = 24-z(1.5)-2(D,$)= 20.&' 'r i hcfcY) = 34 -26.$)-2(o,$) =32.0" it ) 44®41'oic ( P) X-PI eEcRoN A5t,t = b.3(4 x Zip x 500166000 )C•24-7-I] = 0,464- = 060 (4 x 20 x S000/6600) = ©e60 'kEr) = 0•46 wz SIS / Ask.(P 2ov) : 4® 41( , 3c-405514q IX ',togs (x,2.0)(k3 1 = 0.6 o I ut > &it(P.-j�) `Y- O1lZECTI Ot ks k ' 0.S�4X32_x S000,( ) I.24?-] = 0, 90 _ NZ A-51,, = 0.09 (4i 3Z x 5-60°%oocv) = 0.960 • Ak(Pgw) . -+-4< 'e, 5 ceoss ii► `It kfts (.26)(5) -- t.01:> Ast, (m_c2 0) 1 ' CLARK PACIFIC PROJECT: Washington Sq Parking Structure Job: 6004 '� t 1 t1 1980 South River Road CONTRACTOR: Sheet: ?, Z'7 PACIFIC W.Sacramento CA 95691r Typ Column Base for 18" x 24" Date: Apr-04 (916)371-0305 Columns By: WBM Column Base Plate & Anchor Bolt Design de / — x / -- C.I.P. Footing • a' 051 L 07-7 9 Column/Footin2 Properties Anchor Bolt Properties b: 18.0 in Qty: 4 Projection: 6.0 in h: 24.0 in Bolt Dia.: (a) 1 in. (de)x: 12.0 in(min) ft: 36 ksi (de)y: 12.0 in(min) le: 13.0 in(min) • ,: 12.0 in Normal or Special Loads? n s : 12.0 in (fc)ng: 3.0 ksi(min) • DESIGN SUMMARY: Column Base Plate Thickness: 1 —S4t� 3,2.8 Anchor Bolt Size: (4) 1 " x 22 "long Anchor Bolt Type: A-36 Bolts wI J Hook Note: Footing Depth must be at least 18 inches(le+a +4") Minimum Anchor Bolt Requirements: [ACI(95) 16.5.1.3] 4Pmin: 200Ag= 86 kips Bolt Capacity(4Ps): Nb [ACI 10.17,PCI 6.7] 4P5=0.9Abfy= 102 kips > OPrni , OK Concrete Pull-Out Cap(.Pc): For Bolts w/ "J"Hook: Min. Hook Length: =6 x db= 6 Embed't Len(lemin)='eh= 12 in(per ACI 12.5) Horizontal Leg 'L'in Bearing: F,= 1.2fcA [where A=6dba] Fp: 18.0 kips/bolt [PCI 6.7] Shank Bond Resistance: P=2507-:ale P: 10.2 kips/bolt [PCI 6.7] 4)P,=0.9(Fp+P)nAB •Pc: 102 kips(A) +Pc=4t10.71e(le+b)fc0 5= 100 kips(B) J'Hook Pull-Out Capacity(min of A or B): +Pc= 100 kips > d/Pr,t€t, OK, Use'J' Hook For Bolts w/ PL Wsh'r&Nut: (1)13.=Min of:4Pbro OR 410.71e(le+b)fco5= ** kips **No Plate Size Given REF. PCI Handbook 5th Edition;ACI 16.5.1 Column Base PI 8 Anch'r Bolts 4/26/2004 --7----"""-= c ACIFIC PROJECT to ts1.4 10 _rol,4 S&. JOB LARK PGto 4_ • r 1 w19e8s0t SsoauctrhamReivnetor,7Aad CONTRACTOR 14 s tdo iz.i it-r— SHEET 5,2.8 . 1 C L A.R K. TEL: (916) 371-0305 a0-1-113, s4=. ra.")(zet ii DATE 1-2!i_04__ FiA. CFFI C FAX (916) 372-0323 1 . By tot \. CHECK 1 '' '.,;;f•V , • 1 rr p NY446/A 1 A 7/ € 116 ' L.2.1/z HDLE ..,. .. ..., I;/' L 6_x §:),,myd-c." i. / .4- 1 I I EC-r(? 0E4) I I * ill it.,:'.1";<a x61-co'i Ty?) Ic • --i- I i 1 1 (TIP a vow/ TV .._ 1 0 544. 41111,1r j 0 5 / 11 F,---(T-. k -- (4)4-6 •A 2.1- 62 " , 4 5.1 . . 4- ‘t\j. 34 atr-z Crt P) v ol ,;, ( I / Mir •- 61 I II , 4„ ,,.. ,, _ i 2,01_ et . I / 1110211.111111 I-21: - --- - . INIMMIIII If . I t 4t-40:E.T4 AS '0 atfitD1 ' No-re-: Pcu_.. 12E6oke , 7Dc, I . ) "4 j 22."(pArm) w((?) t4u,-rs .4. 1,-15,412-s . k &' c : - ',.......-- 44041 CLARK PACIFIC PROJECT: Washington Sq Parking Structure Job: 6004 11 1980 South River Road CONTRACTOR: Sheet: 3 PACIFIC W.Sacramento CA 95691 Typ Column Base for 24n x 36" Date: Apr-04 • (916)371-0305 Columns By: WBM Column Base Plate & Anchor Bolt Design 1 (d:,). S, (d.j. / /, -- C.LP.Footing -11 a _ a I L 9 b /:- Column/Footing Properties Anchor Bolt Properties b: 24.0 in Qty: 4 Projection: 6.0 in h: 36.0 in Bolt Dia.: (a) 1 1/8 in. (de)X: 12.0 in(min) ft: 50 ksi, (H.S. Bolts Req'd) (de)y: 12.0 in(min) le: 14 in(min) sX: 12.0 in Normal or Special Loads? n sy: 12.0 in (fc)ft9: 3.0 ksi(min) 'J'Hook is NG for Pull-Out; Plate Wsh'r&Nut Req'd; PL Area= 16.0 in2 OK • DESIGN SUMMARY: Column Base Plate Thickness: 1 ' ' 6--SNT 330 Anchor Bolt Size: (4) 1 1/8 "4) x 23 "long Anchor Bolt Type: H.S. Bolts w/ PL Wsh'r&Nut Note: Footing Depth must be at least 20 inches (le+a +4") Minimum Anchor Bolt Requirements: [ACI(95) 16.5.1.3] 4iPmin: 200Ag = 173 kips Bolt Capacity(¢Ps): j [ACI 10.17,PCI 6.7] 4PS=0.9Abfy= 179 kips > 4P, ;n, OK Concrete Pull-Out Cap(4Pc): For Bolts w/ "J"Hook: Min. Hook Length: =6 x db= 6.75 Embed't Len(lemin)=ldh= 13 in(per ACI 12.5) Horizontal Leg'L'in Bearing: Fp=1.2fcA [where A=6dba] FP: 22.8 kips/bolt [PCI 6.7] Shank Bond Resistance: P=250'nale P: 12.4 kips/bolt [PCI 6.7] 4,Pb=0.9(F,+P)nAB OP,: 127 kips(A) . OPS=dt10.71e(le+b)fc°5= 117 kips(B) J' Hook Pull-Out Capacity(min of A or B): 4Pe= 117 kips < (PP,,,;,, NG For Bolts w/ PL Wsh'r&Nut: OP.=Min of:4tPbr9 OR (1,10.71e(le+b)fc°5= 182 kips OK,Use PL Wsh'r&Nut (PL Bearing Governs) REF. PCI Handbook 5th Edition;ACI 16.5.1 Column Base PI&Anch'r Bolts 4/26/2004 CLARK PACIFIC PROJECT WI1/45KINCTON San. JOB 6,00 ¢ � � 1980 South River Road CONTRACTOR SHEET a/ " Ilii West Sacramento, CA 3'3 r • C LA,R K TEL: (916) 371 0305 11A IJ g'� � DATE I Z$-o¢ i�: . PACIF 'I C FAX: (916) 372-0323 FOR ZA"y.364 co L_, BY UJ 1„4,..\. CHECK J 2:113/4 % J gra110 1 (r1P Ai $l ¢7Z / HDLE I Crcr') ii1NLZ &--6" 6' ?{ YQ OE 4-) �� a� T � Ty?)3 �, � �Xb � K2 i Cnpof4y _ . 4: (c....re.0) 5, ›.s i YP T o � o .f.(.., -1. Af \ i� t1 t i4 cre c-e 4- err°>. / r , ('1 f o- (11 4" s-- _0_ ._, q �311-. --- c-�. . yf _ #4-(LE-r1 A-s, Rs.-2�} , p4 t E: TALL � t3 E / I¼7bC, (911tD (Ft S,MT 13J41(444 ,II. • 1 CLARK PACIFIC PROJECT: Washington Sq Parking Job: 6004 PACIFIC [. 1) 1980 South River Road CONTRACTOR: Sheet: 3.3 ( • PA C I F 1 C W.Sacramento CA 95691 Typ Corbel for 18" Wide Date: Feb-04 (916)371-0305 Columns By: WBM Concrete Corbel Design w= 24 w,= 8 1., a 'I' w= 24 , wt= 8k V„= 194.0A,---i Jr N.= 39 ,b .= 18 d h= 20 h�= 12 I. MI h2= 8 i INPUT: V,,: 135.0 kips a: 6.0 in V,: 194.0 kips b: 18.0 in A,:[ 4) -# 7 (AL: 2.40 in2 OK N.: 0.20 V. w: 24.0 in ALL:[ 3) -# 3 V1/41.-: 0.66 in2 OK IIIf'.: 6.0 ksi w,: 8.0 in *( edh: 11.3 in ) fp: 60.0 ksi 4: 0.85 (µ.)„ms: 3.4 h,: 12.0 in ?: 1.0 h2: 8.0 in µ: 1.4 DESIGN: SUMMARY: id Nu: 38.8 kips lZ X $Vo h: 20.0 in ( ROF PA D d: 19.0 in ........................................... / Max V.=0.25X2fcbd: 342 kips OK / 24 4 8 i A=1/(K[VLL(a/d)+N.(h/d)]: 2.00 in <==GOVERNS 12 / / 1/ f 2V/3 +N 1.74 int (min c ACI 11.9.6 A- e[ µ. �' ) (#9 crossbar) where 1.1=1000Xbhµ/V,: 2.6 ( 4) # 7 v r,/.ii A(„ ,)=.04(fjff)bd: 1.37 in` / ., .1fillillillill - ' OR T� As(min) =2 x As(,,d): 4.00 in2 'MMO" " mr 4, if A.=1\1/44p: 0.76 int 1 'MIIII23 411 . lu A,,=0.5(A,-A): 0.62 in2 /, [3) # 3- • Fp(1)(0.85f,A): 624 kips OK xF I 8 [Bearing Strength: ACI 318-Sect. 10.17.1] _-2) 4x) Brg Pad Pres'r: 1406 psi (using a brg area of 96 in2) USE R.O.F. PAD rInneu uwrcww Last Update:1/1/03 Cast-On Corbel-18"Columns 1136AM CLARK PACIFIC PROJECT WlksiwJC;aD►J S� JOB Goo 4. l 1980 South River Road CONTRACTOR SHEET ii � j West Sacramento, CA 3 -32_ CLARK TEL: (916) 371-0305 DATE 2_,24_o4 BY CHECK • ( PAC I FIC FAX: (916) 372 0323 W 0t1 CO E.L W t 1-6t0 (V) Vu= Lir I'` sRT 4°I I // /M Ix ' ski o / ® SII -t I't 71n4t_s . epT,,t A 4,4:::)(z-K.71)-- TS. k- 44'4_ Q ln (3)®34) t ( II (0 BOT kills; G- / ® -1O'! 6/2 UH:: 36. ( -€ lbw) _____/� - n ......./___ l . I' 4�4r ;n 4 V -��= ) 'b)-X22-�`>Vk I.-- ---x- I,! X-1 Al N I t( 0(8 34�x8" • N s it �n o „,Z„ y4 V M tt)iVe(MCA) x 5" 1L STD Hoof 1/2 1 r. _ __I } t n r f _ ,, 1 11 - - i 114"----M"4 [6) .lex 7 X II-21:(-nkl mm 4 Q) O,, 'i 0 Il ' W42'(a'cp vto� S w� l+ -4 ''3" ., Inman_I - (2)a1lf-a �t C (I) #4x 1.--14'" E � � � it) 12�� db(in): 0.75 b(in): 10.50 4): 0.85 r r TY? front-de(in): 24.00 h(in): 24.00 X: 1.0 4. side-do(in): 4.00 fc(ksi): 6.0 ns(back row): 2 n1(total): 4 b0.5 ' (back row) Concrete 0 - - - - - o - - - - - - - - - •V'c=$12.5de1.5Xfc0.5 96.77 de= 24.0 0 1 O Cw=(1+b/3.5*da)<=n5,back row) 1.13 Ct=h/1.3*da<=1.0 0.77 Cc=[0.4+0.7(dc/da)]<=1.0 0.52 do— 4.0 vu 3{lEAv_ CAP4uT`r OF L k 4.0STIACS (1)Vc=4V'c C„,CtCc 36.8 • r Steel 4V = 36.8 kips • (Concrete Capacity Controls) (WS=4(31.8db)nt 64.4 (4)=0.9) h CLARK PACIFIC PROJECTS,N�N�� SC: JOB 6000 1n,, r. 1980 South River Road CONTRACTOR SHEET .33 a II �. �lii West Sacramento, CA CLARK TEL: (916) 371-0305 W _p-. Co12$-� DATE 220-04- P A C I F I C FAX: (916) 372-0323 BYW M CHECK V all 6r — TE_,.(5 i o 44 e 7= Velj 1--- yT T>ti = MI)(5)/13 -- 4-6,2K `fO P @4.) S7utis o et 1 = 51 > i kk < c. v Pullout Capacity of Headed Studs (-rop 4 snxDs) INPUT: (RED mum be inserted by user.BLUE B BLACK Is computed by program) db= 0.75 (Stud Dia,in) dx1= 4.0 x= 10.0 dx2= 4.0 n5= 4 (no. of Studs) h= 24 (hmin= 8 in2) ........... ..... 1e= 8 4: 0.85 dy1= 12.0 X.: 1.0 O O ,' 0 ill ft(ksi): 6.0 Y 0.0 O O ♦moi dye= 12.0 III 4P = 51 (1)Pn= 51 kips EDGE of Concrete— (1)Ps= 79 CHECK- < P wrwfl use_ y4" Fier )( 161`) IO„l 0Qn; - (5a57)%M, (u.,) = slot ' > 1—,-, Dr- C-1-1,E.-0‘._ KCtis.-cam st-teke wE.D 2-17A-der“ fc (,(Se___ V U F(LL ET, 2" ®4"/ L,J (-/a) l2 l -14) 4 c K (i4-)(5.5'7) (2-" t ( V u ole i. m CLARK PACIFIC PROJECTwA5N11.1C�,1DN SGL Rs., JOB (Oo4_ ' ' r 1980 South River Road CONTRACTOR HS WRK Kr- SHEET z ..54._ West Sacramento, CA DATE ,s.8 _0 • CLARK TEL: (916) 371-0305 �oSTA-QQI.iE� Cotat m N CoiRR�, PACIFIC FAX: (916) 372-0323 BY w M, CHECK K i'u =(o 4 ( -t-i- 3.3s) 1 31_0n 1- .-' _ VERT EDyF. N,N - SIIFF'R $ 0 1 w �. kr / %¢ 2,4 L EASED 412 0 �Z\e IO I 1 n 2-0 to, �� Q•I ' p Z 1Plan ■ r. 0 0 0 © - t3),,:. p - ,,. 4 / SAB t„n 1 4\ 1 q II e2 )r2 Xac A-5 SHouJN t1 Co 6:' �4 S p�90 �k \ • \ Q, - \ , 1 Yi:1STtt i R /4A \ \ 7..41 ,1 CIPb ►tet ' I 1 ,1 1 LSys0/4XI'-(,1I 'l/Z I L' 1 q `''I C6)3/4114 X Co" NA s ,1 '�_= I I-� 7%Z_ _ j 1/Z \ ..4&IA!D F-44D OF S-t'tAD - 34 FLU SK * WELD(gyp of a, slops) ( e -\1L , 11% • 1,111' ��H , CLARK PACIFIC PROJECT vjA.vttoco-D-13 s0. JOB G004- P777.17-77P 1I11iiirl 1980South River Road CONTRACTOR KS UJIZ-l60-17� -SHEET 3. 35 West Sacramento, CA DATE 0 ARC0QLk-® IO:$/LL%� 3_6 -04- FAL ALC I F IK C FAX:TEL: (916)(916) 372371 03203053 By(A)AiCHECK DR QCOLLPt&i► SUP-PO- IKICA CAP V> 4PD LL.6/10.$ , e II: REAc o T.t ; = Z.�. ( 5 w'r 3.3 P = 3.4� ® 1 1 L8 xt3 x3/4- e (A)4) = 5" le______ y- Eff d = l2 V � 1 1 ../._ 11/7_f__ IFF! = 103.45 K 0 r , WELD (E): P Rz‘hW F ,Y4" F ILL-ET;(5 -no.v2' s k, 46Z10 = (s-s1(e {-8)= Jell.K>> -2.4.4 0le- ‘,0 eU) ©: (A-ss tut E 2 5-t-t F--r-.►.► S TWE-LOOS c1� LOA-A ) ill , Peov Los_ Y4" Ft t.-1--E-r, (.22 ® 4" dc_ ) sli s cc- EA, ST reR, CREEK- %z" t sTis i I�-Cn u/r = K-l .�,�z (.2,", Y= :=1 °°04- 2 r 4 !r _ 0)021 = - 0,14-4- =c4-)9 .14-4' g3 0.042 - FA. = l5.o2 ,a = 4-_, ' (1;.) = 10.E < F� o�- .,S(4) • z . CLARK PACIFIC -PROJECT wks},, 50. JOB co004- 11 liR 11 , .,. 1980 South River Road CONTRACTOR H s we.�c114� SHEET 3. 5(p t West Sacramento, CA DATE CLARK TEL: (916) 371-0305 3_8-04- • PAC I F I C FAX: (916) 372-0323 By w m t CHECK A 4-i(0-o4' 0-e- 0, U-k,x 8 x '4)( I'-6K q(04,44 6,tt 1-1A-- IA o-re a To? (.z) 5Tu-D s EKE_ t)&U atT F3oT (4) II " SHEA-2 db= 0.75 (Stud Dia,in) dx1= 12.0 x= 9.0 dx2= 2.0 n5= 2 (no.of Studs) h= 24 (hmm= 6 in2) le 6 4): 0.85 dy1= 12.0 x: 1.0 ° 0 ' fc(ksi): 6.0 y= 0.0 o 0 �_' I] 0 dy2= 12.0 I AR= 0 in2 EDGE of Concrete 'Q Fig.6.5.6) 4Pc= 4)2.67X\[X1+21e1 X[yi+21e] =44 4 Pa= 39 kips PQ Eqn.6.5.6) SPS= .9 X fy x ns x Ab= 39 • INPUT: db(in): 0.75 b(in): 9.00 4): 0.85 front-de(in): 24.00 h(in): 24.00 X: 1.0 side-dc(in): 6.00 fc(ksi): 6.0 ns(back row): 2 nt(total): 4 b=9.o Concrete (back row) 4V'c=412.5de'5j'co.5 96.77 de= 24.0 0 1 0 Cw=(1+b/3.5*de)<=ns(back row) 1.11 Ct=h/1.3*de<=1.0 0.77 Cc=[0.4+0.7(dc/de)]<=1.0 0.58 dc- 6.0 Vu I�I I4Vc=4V'c CwCtCc 47.4 (NOM% *E2`( CD)Js, SINGE Cou1=tNE„+E.NT ht�T'G.ONStO£-(ZF_..p Steel V = . 474 n kips p II 4VS=4(31.8db2)nt 64.4 (Concrete Capacity Controls) III ), (¢=0.9) �, `� _,_. A Ls /4c " E?= 07.(As)((o.b)(s415)= 4--z5s w: 7561,4 I/a 0r--- CLARK PACIFIC PROJECT Wet_s1.4INCATD>J st9. JOB 6 004- I� I� 1IlI�I 1980 South River Road CONTRACTOR WS w r2IC0KT SHEET 3,37 West Sacramento, CA DATE CLARK TEL (916) 371-0305 ��yg A-D5 4 18 -04' • P A C I FIC FAX: (916) 372-0323 BY(,J M CHECK C.0--6.bL_ Lo-A-O 5 to. PP,b/ _ Fp P P `,/-' -X SPA-N t 411-6 " -MI6 w IOT '_ I to A4 : Pis iSsvv. ® 0.31 1.. 'N ctPT0i4® 94-P5FxZ3= ZIS4, KVF z>ss Mist- Di._ ® S PSC- x 225 - o, Its r LL- ® 38 « X 2-3 = 0.814- u SNoi,J ® 3c, If 2-3 = o, 83o 'I Lo4-O Cor►^B '• 1,4D +I.-7 L_ = L4(E,,58) + L7 (o.874) - S.Io Y-LF I,z_b + I,6L + .S S - 1.2.(2.�S0+ 1.6(0.814) -I- 0.'S(83) = 4.9 1 1,21 + (1,011_ + 1165 = 1.7..t2,* t 1.0 (.$74) +- I_G (gA30) = SSD 14LF- . 6w s 0 f EM,‘ RE.Ae--Tiol.k / CEL LoAl) Val-- S.30(4-LS/2) = 1 (o k r4 O-: l' 511-T- 4-,I) MAX 9 E__516k 1.o D No) = 120.11` • , USE \) =12o.1 (s Sx-r 3,3Z) 0 __ 4.,....._ •,,,,, 'i . ... 00 e 8 0 ' ID ® e 0 0 ,,,Eaa Dr- Il-7 2q'S 26'-o 20-0 20'0 _ __ _._ 2o-o I n�_. es I O 1 . c63 ® II X; ,,,,._ cS3 v C53 ..f X .. o Oho IT, O • G co co 3 u e (i N 1 S < n o O O — — - -- — — 4 4 " SDN 0 a .1 7 N o 1 cB4 33 o 33 m 9 H' 304z p NO I X 4. 3d-6, et► Z to 28'-0 te:-a Pl.4 O 0 0 _ mol-X' `1-1z1B w o w b L ID60.5(4) wt crypt SD L LL 8 n, QEgc--ncP.l -< -Di m coo CB-( t s )c Sd(Z u (up- cz►.►E.Do ?LF 36,..%. 15.0' I9. F5F 35 PSF (KAT)78.5` .1N -1 c6 Z 24 K 3 ►>vwrt 9.OO 34.2.' 1S.o�� ) q4). 11 40 " • ,' -P C • 0 CPS 3 IGx 24- it 4od 26.b' 00 1,oc�, 7.3k r b — ii cg 4 IS x 5oYz it RSo Pt.. GZ.o, ILO' q4) 'IC-- 30 i, 105.114 x * PER- Si,-- 3.3J Rt.=48.4-1 VL=30,2) ) RT1:7c1,21(,.I-(24,= 120.11( ,== CLARK PACIFIC PROJECT wovsH'NC,Ta*( SO— JOB t4— rt ! "*" 1980 South River Road CONTRACTOR SHEET q„2 li II West Sacramento, CA CLARK TEL: (916) 371-0305 Fr-tiBfD ®'r°P of 1'Ic (5-E 1-45 DATE 3—S,0¢ • PAC I F I C FAX: (916) 372-0323 "TV CoLut41444 t BY IA)1`� CHECK (Pr` 17014- (sE. . g tzvw) _ 1 ., A (2) %z )C Wks 4 0)34"�co1 _Kt uT f2(0 f4----=—• .4; 14-,l Wood fledge Dick SW. -. O 0 0 0 Q', IroBoEtroctod- ebm OM') • rV 0 ffMEd H $T +t R- tr _ .. 14 Q 0 Q Q ,, t 1.t 7. IN O Q ERECTION STABILITY COMFCTION o SEGTIoN Q 0 0 0 0, MOMENT COLUMN (-1 ; ..._. 1, III Pullout Capacity of Headed Studs INPUT: RED rnun:be u.nerRed b:wer.BLUE 4 BLACK is computed bygoo,.m: db. 0.50 (Stud Dia,in) dx.i= 12.0 x= 4.0 dx2= 12.0 i ns= 2 (no. of Studs) ............. h= 24 (h,,,,,,= 4 in) le 4 O. 0.85 ` dy1= 12.0 x: 1.0 O 0 o fc(ksi): 6.0 y= 0.04---,...10 0 0 dye= 12.0 I (i)Pc= 17 + Pn= 17 kips EDGE of Concrete-7 (1)Ps= 17 AR= 0 in2(Reduction in Surface area of Pull out cone when h<hmin) c • gi- stit Ppp)).36, w( 8 c T)L-F-JE,2 dd Clark Pacific SHEET T03 OF COMPACTED ' I ' SECTION w 5" Deck slab -design for Cant ship DATE: 3/16/2004 Beam, 3 .03, (C)2001 BY JACQUES & ASWAD, INC. PAGE: 1 BY: WBM DESIGN DATA 'E', SHT 2.2 Left Cant. = 8.00 ft Simple Span = 47.00 ft Right Cant. = 8.00 ft Beam Length = 63 . 00 ft Loop @ Left = 2 .00 ft Loop @ Right= 2.00 t Design Bearing Lengths: @ Left = 0.500 ft @ Right= 0.500 ft Bot. width = 17.000 in Bot. thick = 8.000 in Web width = 4.500 in Top width = 90. 000 in Flange thick= 4.500 in Tpg. thick = 5.000 in Stem Height = 18.500 in Haunch thick= 0.000 in Section Type=GENERAL Note: Section is SOLID Non-Composite : (Assigned by the user) Height = 31.000 in Area = 270.000 in-2 Sb = 2124 .00 in-3 St = 1482.00 in-3 I = 27055.00 in-4 Yb = 12 .7378 in Yt = 18 .2622 in Composite : (Assigned by the user) Height = 36.000 in Ac = 680.000 in-2 Sbc = 3883 .00 in-3 Stc (P/C) = 9131.00 in-3 Ic = 98068.00 in-4 Ybc = 25.2557 in Stc (Tpg) = 9015.63 in-3 Miscellaneous : Beam type =NORMAL WT. Topping type=NORMAL WT. Beam weight = 140.00 pcf Topping wt. = 150.00 pcf Cu = 2.350 eds = 300 E-06 eshu = 650 E-06 Vol/Surf = 2.800 in Rel. humid = 60.00% Strain Curve=PCI Handbook Beam f'ci = 3 .500 ksi Beam f'c = 6.000 ksi Topping f'c = 5.000 ksi Eci modifier= 1.000 Ec modifier = 1.000 Camber Mult.= 1.000 phi Factors Flexure = 0.900 Shear = 0.850 410Load Factors : Dead Load = 1.400 Live Load = 1.700 Shear Options Depth used =COMP f'c used =BEAM Allow. Concrete Stress: At Release =0.700f'ci At Final =12 .000sgrt f'c Stress Block=PARABOLIC >>>WARNING: Tpg. concrete final strength outside normal range of 3 to 4.5 ksi Prestressing Strands (Strand Type = LOW RELAXATION) Eff. Pull = 0.640Xfpu Strand diam.= 0.6000 in Estrand =28322 .44 ksi Strand fpu =270.00 ksi Area ea.str.= 0.2170 in-2 LtMult = 1.000 # Str. lev. = 3 # of Strand = 12.80 LdMult = 1.000 Losses: PCI Comm. Report (RATIONAL) Strand Transformed -> NO Strand Level 1 2 3 Left end pati. : 2.13 2 .00 24 .00 /1,Zt-l>r2�fp)( 4____O r: fc.0k E Right end patt. : 2 .13 2 .00 24.00 ?s l \ Z No. of Strand 7.00 5.00 0.80- Harping Profile: X(ft) From Hstr Eccent. Area of Description Left End (in) (in) P/S (in-2) Left End of Beam 0.00 4.54 8.20 2 .7776 Right End of Beam 63 .00 4.54 8 .20 2 .7776 Strand Debonding : Strand Debonding Dist. from Left End Length of # of Strands Level Location Start (ft) Stop (ft) Debonding (ft) Debonded 1 LEFT END 0.00 12 .00 12.000 4. 00 RIGHT END 51.00 63 .00 12 .000 4 .00 NOTE: A factor of 2 .000 will be applied to Lt and Ld for debonded strand. 4111 C:\Program Files\Jacques & Aswad\Beam\Washington Sq Parking\Compacted IB-1 w 5 " Deck slab.bem Clark Pacific SHEET/4¢ OF f COMPACTED ' I ' SECTION w 5" Deck slab -design for Cant ship DATE: 3/16/2004 4111 1 Beam, 3.03, (C)2001 BY JACQUES & ASWAD, INC. PAGE: 2 BY: WBM Mild Steel Shear : fyv = 60.00 ksi fyh = 60.00 ksi fyl = 60.00 ksi Flexure : fy = 60.00 ksi fs = 30.00 ksi. Emild = 29000 ksi LdMult = 1.000 Distance From Left End No. of Bars Bar Area of Dist. from Bottom Beginning Ending Layer in Layer Size Steel (in-2) of Section (in) (ft) (ft) 1 2 6 0.880 29.00 0.00 10.00 2 2 6 0.880 29.00 50. 00 60.00 NOTE: Mild steel transformed for section props and used in design moment. Distributed Loads (non-factored) Magnitude of Load Distance From Left Beginning Ending Beginning Ending Eccent . Load Type (k/ft) (k/ft) (ft) (ft) (in) P/C Self Weight 0.262 0.262 0.00 63.00 0.000 Non-comp. Dead Load 0.050 0.050 0.00 63.00 0. 000---1 r'`n A.`-T- l.o" Composite Dead Load 0.000 0.000 0.00 63.00 0.000 ►� Live Load 0.000 0.000 0.00 63 .00 0.000 S t_ohpi coil.S1,tt,RP-4311 At Release Only: Suction = 0.000 k/ft Core Material = 0.000 k/ft NOTE: 10.00% of all distributed and concentrated live loads are sustained. 4111 Bearing Plates Nu = 0.20*Pu Height= 31. 00 in Bearing Pad Thickness = 0.500 in Eff. Brg. Surface: Width = 15.00 in Length = 7.000 in Plate Rebar: Angle = 10.00 deg fy = 60.00 ksi Confinement for non-debonded prestressing strand assumed -> YES ********************************** OUTPUT *********************************** INITIAL STRESSES (psi, at release) A)DL beam + core material (if any) + suction (if any) Beam is supported at 2 .00 ft from LEFT end and 2.00 ft from RIGHT end X(ft) From Initial P/S Init.P/S + BM Aux. steel area Left End Top Bot . Top Bot. (ACI 18 .4 .1) 2 .50 -242 2074 -217 2056 0.96 TOP<--- 7.90 -248 2088 56 1866 0. 00 13 .80 -482 2463 105 2053 0.00 19.70 -778 3211 -5 2672 0.00 25.60 -780 3219 104 2602 0.00 31.50 -780 3222 141 2579 0.00 NOTE: Required f'ci = 3817 psi at X = 43.30 ft, based on fconc/0 .700 . FINAL STRESSES (psi) X(ft) From FP + BM FP + DL + Sustained LL FP + DL + All LL 4111 Left End Top Bot Tpg, Top Bot Tpg Top Bot 0.00 0 0 0 0 0 0 0 0 C: \Program Files\Jacques & Aswad\Beam\Washington Sq Parking\Compacted IB-1 w 5" Deck slab.bem Clark Pacific SHEET lis OF • COMPACTED ' I ' SECTION w 5" Deck slab -design for Cant ship DATE: 3/16/2004 Beam, 3 .03, (C)2001 BY JACQUES & ASWAD, INC. PAGE: 3 BY: WBM 2.00 -182 1394 0 -183 1395 0 -183 1395 4.00 -232 1746 0 -236 1748 0 -236 1748 6.00 -252 1759 0 -259 1764 0 -259 1764 8 .00 -286 1781 0 -298 1789 0 -298 1789 10.35 -230 1732 0 -222 1726 0 -222 1726 12.70 -183 1786 0 -155 1767 0 -155 1767 15.05 -252 2068 0 -208 2038 0 -208 2038 17.40 -303 2305 0 -244 2265 0 -244 2265 19.75 -232 2234 0 -161 2185 0 -161 2185 22.10 -181 2206 0 -100 2150 0 -100 2150 24.45 -141 2184 0 -53 2122 0 -53 2122 1 26.80 -113 2168 0 -19 2102 0 -19 2102 29.15 -96 2158 0 1 2090 0 1 2090 31.50 -91 2156 0 8 2087 0 8 2087 NOTE: Allowable bottom tension stress = 12.00*sqrt (f'c) = -930 psi ULTIMATE MOMENT (k-in) Required Mu Provided phi*Mn by by by Dev.Length if Over- X(ft) From Fact'd 1.2*Mcr Strain- Limits Reinforced Left End Loads (ACI 18.8.3) compat. (ACI Ch.12) (ACI 18.8.1) 0.00 0 0 0 2.00 -10 Ultimate moment does not converge ill 4.00 -42 -2392 (1) 6.00 -94 -2588 (1) 8. 00 -168 -2620* -2580 (3) 10.35 107 13776 12.70 354 14232 (1) 15. 05 571 15678 (1) 17.40 760 16992 (1) 19.75 919 17977 (1) 22. 10 1050 18852 (1) 24.45 1151 19566 (1) 26.80 1224 20107 (1) 29.15 1267 20456 (1) 31.50 1282 13529* 20566 (1) : Development length controlled by strand. (3) : Development length controlled by both strand and rebar. *NOTE: Provided Mu > 2*Reqd. Mu, ACI 18 .8.3 requirements can be ignored. VERTICAL SHEAR REINFORCING -- Required Reinforcing -- for for for X(ft) From D Vu Tu Vci Vcw Avci Avcw Avmin Left End in. kips k-in kips kips in-2/ft in-2/ft in-2/ft 6.50 28 .80 -2 .84 0.0 40 38 0.000 0.000 0.000 7.75 28 .80 -2.84 0.0 18 37 0.000 0.000 0.000 8 .25 28 .80 9.62 0.0 82 37 0.000 0.000 0.000 9.50 30.37 9.62 0.0 127 41 0.000 0.000 0.000 10.35 30.37 9.25 0.0 127 43 0.000 0.000 0.000 40 12 .70 30.58 8.22 0.0 128 46 0.000 0.000 0.000 15.05 31.13 7.20 0.0 130 47 0.000 0.000 0.000 17.40 31.46 6.17 0.0 97 48 0.000 0.000 0.000 C:\Program Files\Jacques & Aswad\Beam\Washington Sq Parking\Compacted IB-1 w 5" Deck slab.bem I Clark Pacific SHEET 4o OF COMPACTED 'I' SECTION w 5" Deck slab -design for Cant ship DATE: 3/16/2004 4111 Beam, 3 . 03, (C)2001 BY JACQUES & ASWAD, INC. PAGE: 4 BY: WBM 19.75 31.46 5.14 0.0 68 50 0.000 0.000 0.000 22.10 31.46 4.11 0.0 49 52 0.000 0.000 0.000 24 .45 31.46 3 .08 0.0 36 53 0.000 0.000 0.000 26.80 31.46 2.06 0.0 25 54 0.000 0.000 0.000 29.15 31.46 1.03 0.0 19 55 0.000 0.000 0.000 31.50 31.46 0.00 0.0 19 55 0.000 0.000 0.000 (1) : Minimum based on ACI Eq. 11-13. NOTE: Regd. reinf. does not include suspension steel for ledges & pockets. NOTE: Reqd. reinf. is based on a total web width = 4.500 in. NOTE: No significant torsion was found (ACI 11.6.1) . NOTE: Design assumes web reinforcing is carried as close to compression and tension surfaces as possible per ACI 12.13 .1. HORIZONTAL SHEAR Reqd. Prov. Reqd. X(ft) From Vu Vnc D Width Q Vh Vnh Avh Left End kips kips in in in-3 kips kips in-2/ft 6.50 -2 .84 -2.03 30.37 90.000 3380 1.00* 218.66 0.000 9.50 9.62 6.87 30.37 90.000 3380 3 .39* 218.66 0.000 12.70 8.22 5.88 30.58 90.000 3380 2.91* 220.17 0.000 17.40 6.17 4.41 31.46 90.000 3380 2.25* 226.54 0.000 22.10 4.11 2.94 31.46 90.000 3380 1.50* 226.54 0.000 26.80 2.06 1.47 31.46 90. 000 3380 0.75* 226.54 0.000 31.50 0.00 0.00 31.46 90.000 3380 0.00* 226.54 0.000 Vnc = Shear due to factored loads on non-composite section. III ,, *NOTE: Uncracked section, under factored loads, Vh= (Vu-Vnc) *Q*D/ (phi*Ic) . NOTE: See ACI 17.5 and 17.6 for calculation of Avh. PREDICTED DEFLECTIONS Based on : Rational approach and PCI Committee Recommendations for losses. f'ci = 3.817 ksi, f'c = 6.000 ksi and ACI-209 Eci = 3377 ksi, Ec = 4234 ksi, Camber Mult.= 1.000 Modified : Cu = 1.699 eshu = 446 E-06 NOTE: Negative values indicate camber. Left End Midspan Right End Position Position Position (in) (in) (in) Release : PS+BM DL 0.87 -1.18 0.87 Creep Before Erection 0.54 -0.72 0.54 Erection: PS+BM DL 1.41 -1.90 1.41 (@ 4 weeks) Change Due to Non-Comp.DL -0. 02 0.04 -0.02 : PS+BM DL+Non-Comp.DL 1.39 -1.86 1.39 Change Due to Comp.DL+SustLL 0.00 0.00 0.00 : PS+All DL+Sust.LL 1.39 -1.86 1.39 Long Term Creep 0.12 -0.16 0.12 Final : PS+All DL+Sust .LL 1.52 -2.02 1.51 : PS+All DL+LL 1.52 -2 .02 1.51 Final cantilever deflection with live load on cantilever only : At Left end = 1.52 (in) At Right end= 1.51 (in) 4111 MISC. PRODUCTION INFORMATION C:\Program Files\Jacques & Aswad\Beam\Washington Sq Parking\Compacted IB-1 w 5" Deck slab.bem 1 Re)-1 Clark Pacific (SHIPPING) SHEET4a7 OF Rect Beam Section w 7.5" Deck slab w/ 8ft Cant @ ea end DATE: 3/23/2004 Beam, 3 .03, (C)2001 BY JACQUES & ASWAD, INC. PAGE: 1 BY: WBM k DESIGN DATA PE; 31-r 2.23 Left Cant. = 8.00 ft Simple Span = 45.60 ft Right Cant. = 8 .00 ft 1 g Beam Length = 61.60 ft Loop @ Left = 2.00 ft Loop @ Right= 2.00 ft Design Bearing Lengths: @ Left = 0.500 ft @ Right= 0.500 ft Bot. width = 0.000 in Bot. thick = 0.000 in Web width = 17.000 in Top width =137.000 in Flange thick= 0.000 in Tpg. thick = 7.500 in Stem Height = 31.000 in Haunch thick= 0.000 in Section Type=RECT BEAM Non-Composite : (Based on above section dimensions) Height = 31.000 in Area = 527.000 in-2 Sb = 2722.83 in-3 St = 2722.83 in-3 I = 42203 .92 in-4 Yb = 15.5000 in Yt = 15.5000 in Composite : (Based on above section dimensions) Height = 38.500 in Ac = 1464.975 in-2 Sbc = 6168.38 in-3 Stc(P/C) = 54060.94 in-3 Ic = 171636.11 in-4 Ybc = 27.8251 in Stc(Tpg)= 17613 .15 in-3 Miscellaneous : Beam type =NORMAL WT. Topping type=NORMAL WT. Beam weight = 150.00 pcf Topping wt. = 150.00 pcf Cu = 2.350 eds = 300 E-06 eshu = 650 E-06 Vol/Surf = 5.490 in Rel. humid = 60.00% Strain Curve=PCI Handbook Beam f'ci = 4.000 ksi Beam f'c = 6.000 ksi Topping f'c = 5.000 ksi Eci modifier= 1.000 Ec modifier = 1.000 Camber Mult.= 1.000 phi FactorsFlexure = 0.900 Shear = 0.850 Load Factors : Dead Load = 1.400 Live Load = 1.700 1111 Shear Options Depth used =COMP f'c used =BEAM Allow. Concrete Stress: At Release =0.700f'ci At Final =12 .000sgrt f'c Stress Block=PARABOLIC >>>WARNING: Tpg. concrete final strength outside normal range of 3 to 4.5 ksi Prestressing Strands (Strand Type = LOW RELAXATION) Eff. Pull = 0.670Xfpu Strand diam.= 0.6000 in Estrand =28322.44 ksi Strand fpu =270.00 ksi Area ea.str.= 0.2170 in-2 LtMult = 1. 000 # Str. lev. = 5 # of Strand = 20.66 LdMult = 1.000 Losses: PCI Comm. Report (RATIONAL) Strand Transformed -> NO Strand Level 1 2 3 4 5 Left end patt. : 3 .00 2.00 2.00 2.00 20.00 Right end patt. : 3 .00 2.00 2.00 2.00 20.00 No. of Strand 6.00 6.00 6.00 2.00 0.66 Harping Profile: X(ft) From Hstr Eccent . Area of Description Left End (in) (in) P/S (in-2) Left End of Beam 0.00 6.15 9.35 4.4832 Right End of Beam 61.60 6.15 9.35 4 .4832 Strand Debonding : Strand Debonding. Dist. from Left End Length of # of Strands Level Location Start (ft) Stop (ft) Debonding (ft) Debonded 1 LEFT END 0.00 5.00 5.000 4. 00 RIGHT END 56.60 61.60 5.000 4.00 2 LEFT END 0.00 10.00 10.000 2.00 1111 RIGHT END 51.60 61.60 10.000 2.00 3 LEFT END 0.00 15.00 15.000 2.00 RIGHT END 46.60 61.60 15.000 2.00 C: \Program Files\Jacques & Aswad\Beam\Washington Sq Parking\17RB31 w 7-5 " Deck slab & Ship w 8 ' Cant .bem I Clark Pacific SHEET 4,e OF Rect Beam Section w 7.5" Deck slab w/ 8ft Cant @ ea end DATE: 3/23/2004 1111 Beam, 3 . 03, (C)2001 BY JACQUES & ASWAD, INC. PAGE: 2 BY: WBM NOTE: A factor of 2.000 will be applied to Lt and Ld for debonded strand. Mild Steel Shear : fyv = 60.00 ksi fyh = 60.00 ksi fyl = 60.00 ksi Flexure : fy = 60.00 ksi fs = 30.00 ksi Emild = 29000 ksi LdMult = 1.000 Distance From Left End No. of Bars Bar Area of Dist. from Bottom Beginning Ending Layer in Layer Size Steel (in-2) of Section (in) (ft) (ft) 1 2 6 0.880 29.00 0.00 61.60 2 2 5 0.620 7.00 20.00 41.60 NOTE: Mild steel transformed for section props and used in design moment. Distributed Loads (non-factored) Magnitude of Load Distance From Left Beginning Ending Beginning Ending Eccent. Load Type (k/ft) (k/ft) (ft) (ft) (in) P/C Self Weight 0.549 0.549 0.00 61.60 0.000 Non-comp. Dead Load 0.100 0.100 0.00 61.60 0.000 Composite Dead Load 0.000 0.000 0.00 61.60 0.000 Live Load 0.000 0.000 0.00 61.60 0.000 At Release Only: Suction = 0.000 k/ft Core Material = 0.000 k/ft 1111 NOTE: 10.00% of all distributed and concentrated live loads are sustained. Bearing Plates Nu = 0.20*Pu Height= 31.00 in Bearing Pad Thickness = 0.500 in Eff. Brg. Surface: Width = 15.00 in Length = 7.000 in Plate Rebar: Angle = 10.00 deg fy = 60.00 ksi Confinement for non-debonded prestressing strand assumed -> YES ********************************** OUTPUT *********************************** INITIAL STRESSES (psi, at release) A)DL beam + core material (if any) + suction (if any) Beam is supported at 2.00 ft from LEFT end and 2.00 ft from RIGHT end X(ft) From Initial P/S Init.P/S + BM Aux. steel area Left End Top Bot. Top Bot. (ACI 18.4.1) 2 .50 -496 2259 -468 2230 0.71 TOP<--- 7.76 -688 2715 -343 2364 0.38 TOP<--- 13 .52 -940 3391 -323 2763 0.30 TOP<--- 19.28 -1043 3792 -232 2966 0.15 TOP<--- 25.04 -1062 3819 -137 2885 0.00 30.80 -1063 3823 -99 2849 0.00 NOTE: Required f'ci = 4237 psi at X = 42.32 ft, based on fconc/0.700. FINAL STRESSES (psi) X(ft) From FP + BM FP + DL + Sustained LL FP + DL + All LL • Left End Top Bot Tpg Top Bot Tpg Top Bot C:\Program Files\Jacques & Aswad\Beam\Washington Sq Parking\17RB31 w 7-5 " Deck slab & Ship w 8 ' Cant .bem Clark Pacific SHEET 414\ OF Rect Beam Section w 7.5" Deck slab w/ 8ft Cant @ ea end DATE: 3/23/2004 Seam, 3 .03, (C)2001 BY JACQUES & ASWAD, INC. PAGE: 3 BY: WBM 0.00 0 0 0 0 0 0 0 0 2.00 -360 1604 0 -361 1604 0 -361 1604 4.00 -460 2007 0 -464 2011 0 -464 2011 6.00 -545 2174 0 -553 2182 0 -553 2182 8.00 -695 2478 0 -709 2492 0 -709 2492 10.28 -699 2645 0 -692 2638 0 -692 2638 12.56 -640 2670 0 -613 2644 0 -613 2644 14.84 -594 2715 0 -551 2671 0 -551 2671 ' 17.12 -543 2754 0 -485 2695 0 -485 2695 19.40 -504 2809 0 -434 2738 0 -434 2738 21.68 -460 2767 0 -380 2686 0 -380 2686 23.96 -420 2731 0 -332 2643 0 -332 2643 26.24 -391 2706 0 -297 2613 0 -297 2613 28.52 -373 2692 0 -277 2594 0 -277 2594 30.80 -368 2687 0 -270 2589 0 -270 2589 NOTE: Allowable bottom tension stress = 12 .00*sgrt (f'c) = -930 psi >>>WARNING: At X= 19.40 comp. stress requires f'c changed to 6.085 ksi (P/C) ULTIMATE MOMENT (k-in) Required Mu Provided phi*Mn by by by Dev.Length if Over- X(ft) From Fact'd 1.2*Mcr Strain- Limits Reinforced Left End Loads (ACI 18.8.3) compat. (ACI Ch.12) (ACI 18.8.1) 0.00 0 41/10 0 2.00 -22 -2743 (3) 4.00 -87 -3146 (1) 6.00 -196 -3154 (1) 8.00 -349 0* -3129 (1) 10.28 190 24813 (1) 12.56 671 26560 (1) 14.84 1096 28153 (1) 17.12 1465 29978 (1) 19.40 1776 31591 (1) 21.68 2031 33727 (1) 23.96 2230 34430 (1) 26.24 2372 34915 (1) 28.52 2457 35206 (1) 30.80 2485 25939* 35371 (1) (1) : Development length controlled by strand. (3) : Development length controlled by both strand and rebar. *NOTE: Provided Mu > 2*Reqd. Mu, ACI 18.8 .3 requirements can be ignored. VERTICAL SHEAR REINFORCING -- Required Reinforcing -- for for for X(ft) From D Vu Tu Vci Vcw Avci Avcw Avmin Left End in. kips k-in kips kips in-2/ft in-2/ft in-2/ft 6.40 30.80 -5.81 0.0 232 92 0.000 0.000 0.000 7.75 30.80 -5.81 0.0 136 80 0.000 0.000 0.000 8 .25 30.80 19.26 0.0 487 78 0. 000 0.000 0.000 9.60 32.25 19.26 0. 0 510 84 0. 000 0.000 0.000 111/ 10.28 32.32 18.64 0.0 511 86 0.000 0.000 0.000 12 .56 32.38 16.57 0.0 512 98 0.000 0.000 0.000 C:\Program Files\Jacques & Aswad\Beam\Washington Sq Parking\17RB31 w 7-5" Deck slab & Ship w 8 ' Cant .bem Clark Pacific SHEET 4JO OF Rect Beam Section w 7.5" Deck slab w/ 8ft Cant @ ea end DATE: 3/23/2004 • Beam, 3 .03, (C)2001 BY JACQUES & ASWAD, INC. PAGE: 4 BY: WBM 14.84 32.43 14 .50 0.0 294 108 0.000 0.000 0.000 17.12 32.40 12.43 0.0 201 119 0.000 0.000 0.000 19.40 32.36 10.36 0.0 149 127 0.000 0.000 0.000 21.68 32.35 8.29 0.0 112 135 0.000 0.000 0.000 23.96 32.35 6.21 0.0 84 141 0.000 0.000 0.000 26.24 32.35 4.14 0.0 72 146 0.000 0.000 0.000 28.52 32.35 2.07 0.0 72 149 0.000 0. 000 0.000 30.80 32.35 0.00 0.0 72 150 0.000 0.000 0.000 (2) : Minimum based on ACI Eq. 11-14. NOTE: Reqd. reinf. does not include suspension steel for ledges & pockets. NOTE: Reqd. reinf. is based on a total web width =17.000 in. NOTE: No significant torsion was found (ACI 11.6.1) . NOTE: Design assumes web reinforcing is carried as close to compression and tension surfaces as possible per ACI 12.13 .1. PREDICTED DEFLECTIONS Based on : Rational approach and PCI Committee Recommendations for losses. f'ci = 4 .237 ksi, f'c = 6.000 ksi and ACI-209 Eci = 3946 ksi, Ec = 4696 ksi, Camber Mult.= 1.000 Modified : Cu = 1.439 eshu = 323 E-06 NOTE: Negative values indicate camber. Left End Midspan Right End Position Position Position (in) (in) (in) 4111 : - Release PS+BM DL 0.95 -1.19 0.95 Creep Before Erection 0.51 -0.64 0.51 Erection: PS+BM DL 1.46 -1.83 1.46 (@ 4 weeks) Change Due to Non-Comp.DL -0.02 0.04 -0.02 PS+BM DL+Non-Comp_DL 1.44 -1.79 1.44 Change Due to Comp.DL+SustLL 0. 00 0.00 0.00 : PS+All DL+Sust.LL 1.44 -1.79 1.44 Long Term Creep 0.12 -0.15 0.12 Final : PS+All DL+Sust.LL 1.56 -1.93 1.56 : PS+All DL+LL 1.56 -1.93 1.56 NOTE: Beam has cracked under negative moment, deflections are based on a bilinear moment-deflection relationship (ACI 18 .4.2) . Final cantilever deflection with live load on cantilever only : At Left end = 1.56 (in) At Right end= 1.56 (in) MISC. PRODUCTION INFORMATION Initial prestress force = 811 kips Final prestress force = 617 kips Concrete strengths used in design: Release strength f'ci= 4237 psi Final strength f'c= 6000 psi Concrete strength required due to concrete stress, (but not used in design) : Final strength f'c= 6085 psi Beam is NORMAL WEIGHT concrete. Piece weight = 33.82 kips. Estimated shortening between supports at erection time : Curvature III at C.G. Effect Total ( Top 0.33 -0.43 -0. 09 «<Length correction not to exceed this value C.G 0.33 0.00 0.33 C:\Program Files\Jacques & Aswad\Beam\Washington Sq Parking\17RB31 w 7-5 " Deck slab & Ship w 8 ' Cant.bem CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 111 x1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: A2 CLARK A ` ' ` ' ` West Sacramento,CA Date: Apr-04 (916)371-0305 By: GAU&BC 114 REV.A 4/26/04 TABLE OF CONTENTS SUBJECT SHEET SECTION A-GENERAL Title Sheet Al Table of Contents A2 Design Criteria A3 Design Loads A4 Design Load Nomenclature A5 SECTION B -PANEL DIMENSIONS &CONNECTION LOADS Panel/Connection Load Index BO Panel Analysis B1 - B11 SECTION C -CONNECTION DESIGN Connection Index CO Typical Connection Components CT1 -CT4 Connection Designs Cl -C19 SECTION D -PANEL DESIGN Panel Index DO Typical Reinforcing Details D1 Panel Reinforcing Designs D2- D3 • =CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 iilm!Hai ii 1980 South River Road CONTRACTOR: HOWARD S.WRIGHT Sheet: A3 CLARK West Sacramento,CA DESIGN CRITERIA Date: Feb-04 (916)371-0305 By: GAU&BC • DESIGN CRITERIA: CODE: 1997 UNIFORM BUILDING CODE (w/OREGON STATE AMENDMENTS) REFERENCES: . PCI - "PRECAST&PRESTRESSED CONCRETE DESIGN HANDBOOK",5th Edition ACI - "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-95 AISC - "MANUAL OF STEEL CONSTRUCTION-LRFD",2nd Edition MATERIALS: CONCRETE: Compressive Strength @ 28 Days: fc= 4,000 psi REINFORCING STEEL: NON-WELDED:ASTM A-615, Grade 60 WELDED:ASTM A-706, Fy= 60 ksi STRUCTURAL STEEL: HSS SHAPES: ASTM A-500-Grade B (Fy=46 ksi) OTHER SHAPES:ASTM A-36(Fy=36 ksi) PLATES &BARS 3/16"OR THICKER:ASTM A-36 (Fy=36 ksi) SHEETS &STRIPS LESS THAN 3/16"THICK:ASTM A570 Grade 36 MACHINE BOLTS: ASTM A307 U.N.O. COIL RODS&BOLTS: ASTM A108-SAE 1016 to 1026 (Fy=55 ksi) WELDING: STRUCTURAL STEEL :AWS D-1.1 LIGHT GAGE STEEL: AWS D-1.3 REINFORCING STEEL:AWS D-1.4 NOTE: For complete material and fabrication specifications see: CLARK PACIFIC PRECAST MATERIAL& FABRICATION SPECIFICATIONS f.`_ • tF CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 11141 ' ifti 1980 South River Road CONTRACTOR: HOWARD S.WRIGHT Sheet: A4 LA CRK ' ` ' ` West Sacramento,CA DESIGN LOADS Date: Mar-04 (916)371-0305 By: GAU&BC • GRAVITY LOADS: PANEL THICKNESS 5.50 in CONCRETE UNIT WEIGHT 150 pcf OTHER: UNIT WEIGHT psf TOTAL PANEL WEIGHT 68.750 psf SUPERIMPOSED LOADS: WINDOWS: Glazing System Unit Dead Load N/A psf OTHER SUPERIMPOSED: WIND LOADS: Ph=Ce•Cq•gs•I Wind Speed = 80 mph Cq P (psf) Proj.Spec. Exposure= C Typical Panel&Connection(IN) 1.2 25.84 -- Building Type= ENCLOSED Typical Panel&Connection(OUT) 1.2 25.84 - Building Height= 41 ft Corner Panel&Connection(OUT) 1.5 32.30 - qs= 16.40 psf Corner Panel&Connection(IN) 1.2 25.84 -- Ce= 1.31 Parapet Panel&Conn.(IN/OUT) 1.3 27.99 -- I = 1.00 SEISMIC LOADS: ZONE: 3 Z= 0.300 Ca=0.360 TYPICAL PANEL: ap/Rp=0.333 I=1.00 For hx/hr=0.0: Fp=0.7•Ca•I•Wp= Fp=0.252 •Wp (Panel) For hx/hr=1.0: Fp=ap•Ca•I/Rp•(1+3•hx/hr)•Wp= Fp=0.480 •Wp (Panel) PARAPET PANEL: ap/Rp=0.833 I= OTHER SUPERIMPOSED: 1.00 Shx/hr=1.0: Fp=ap•Ca•I/Rp•(1+3•hx/hr)•Wp= Fp= 1.200 •Wp (Parapet) CONNECTIONS: Connection Body: ap/Rp=0.333 I= OTHER SUPERIMPOSED: 1.00 For hx/hr=0.0: Fp=0.7•Ca•I•Wp= Fp=0.252 •Wp (Body) For hx/hr=1.0: Fp=ap•Ca•I/Rp•(1+3•hx/hr)•Wp= Fp=0.480 •Wp (Body) Connection Fastener: ap/Rp=1.000 I= OTHER SUPERIMPOSED: 1.00 For hx/hr=0.0: Fp=ap•Ca•I/Rp•(1+3•hx/hr)•Wp= Fp=0.360 •Wp (Fastener) For hx/hr=1.0: Fp=ap•Ca•I/Rp•(1+3•hx/hr)•Wp= Fp=1.440 •Wp (Fastener) STORY DRIFT: (Per Precast Note 6 on Contract Drawing S0.1) Story Height, H = 11.25 ft . Am=0.020 x H = 2.70 in (Typical all floors) OTHER LOADS: VEHICLE IMPACT LOAD: 6.00 k (Outward Point Load applied to a 12 in x 12 in Area 18"Above drive surface) • -- fr__If CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 iiI11I11 _11980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: A5 FM RK F West Sacramento,CA CONNECTION NOMENCLATURE Date. Mar-04 (916)371-0305 By: GAU&B. DESIGN LOAD NOMENCLATURE: 1. FORCES 3. SUBSCRIBTS EXAMPLES Wp = Panel Weight D = DEAD LOAD (Rvp=Vertical Reaction due to Dead Load) Fp1= Transverse (1) Panel Force W=WIND (RTw = Transverse Reaction due to Wind) FP11= In-Plane (II) Panel Force ET= SEISMIC 1 (RTET =Transverse Reaction due to Seis 1) 2. REACTIONS EL = SEISMIC II (RLEL= Longitudinal Reaction due to Seis II) Rv= Vertical Reaction U = FACTORED (RLu = Ultimate Longitudinal Reaction) RT= Transverse (1) Reaction RL= Longitudinal (II) Reaction SIGN CONVENTION: VERTICAL REACTIONS: (+) = Downward force on structure (-) = Uplift force on structure TRANSVERSE REACTIONS: (+) = Outward force on structure. (-) = Inward force on structure LONGITUDINAL REACTIONS: Sign independent. Loads are reversible in same magnitude. CONNECTION TYPES, SYMBOLS,AND LOAD RESISTANCE RTU RTU RTU RvU _ ) LU>r. > Ill RLu Bearing Lateral Push/Pull RTU RTU Rvu + ZLu (+) RLu Rocker Bearing Panel/ PanelRv (+) (No Uplift) RL RT (+) A 1WPFPI' /\:,,, _,,,- - RT (+) ill RL RT (+) Fp RT (+) , ? 0, RT (+) RL PANEL CONFIGURATION SHOWN: Rv (+) RT (+) 'V • ■ V 410 RT (+) • • • • .��CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 VIII 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: BO CLARK P A ` ' F ' ` West Sacramento,CA Date: Apr-04 ill (916)371-0305 By: GAU&BC [REV.©4/26/04 PANEL CONNECTION LOAD INDEX PANEL NAME & LOCATION ' CONNECTIONS USED ON PANEL ELEV. DRAWING BETWEEN LEVEL SHEET PANEL NAME NUMBER SHEET GRID & GRID N/A SPANDREL CROSS-SECTIONS & PROPERTIES B1 Cl MULTIPLE E201-E203 MULTIPLE B2 IT 4 3F18D C E202 1 1.4 3RD B3 WO 3F32A F E202 PP.8 QQ.3 3RD B4 0 Cli 2F26B E E202 8 10.1 2ND B5 0 O 3F26B E E202 8 10.1 3RD B6 Q O 2F40B H E203 QQ.4 SS 2ND B7 O © © v a 3F40B H E203 QQ.4 SS 3RD B8 O V O O W 3F12 G E203 JJ.0 KK.4 3RD B9 0 0- v <>/..N 4,,4FF334` J E203 8 10.2 4TH B10�= 1 ® ® 0 16 r-� 1 v 3F40A A E201 6 7 3RD B11 © 0 �5 j v .' a CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 t Lill 11980 South River Road CONTRACTOR: HOWARD S.WRIGHT Sheet: 51 CLARK P A F West Sacramento,CA Date: Feb-04 \ (916)371-0305 SPANDREL PROPERTIES By: cau a BC • 1 7.00" I t- 7.00" T 0 p c 2.818"-- 3.00"-- --- 2.818"-- o p N '7 O O 1 YYY -0- O i 1 YYco " N O R O 6 p rn 1 C) C7 cO N O i 1 ai jO 1 (., -, l --4.00" —6.00" —4.00" • TYPE 2F TYPE 3F TYPE 4F A= 330.0 in2 A= 360.0 in2 A=330.0 in2 WT= 343.8 plf WT= 375.0 plf WT= 343.8 plf 0 MErCLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: CLARK 8Z C• P A C I P I G West Sacramento,CA Date: Feb-04 III (916)371-0305 PANEL: COLUMN COVER PROPERTIES By: GAU&BC Q7.1I \,b �� y Dr 1?I3II iiii9/0 y 9 i 1 .......„_______,:,...tE Ill K -----'.../....-- l' 1 y • PANEL PROPERTIES Volume: 163137.8489 cu in Bounding box: X: -20.0000 -- 20 .0000 in Y: 0 .0000 -- 318.0000 in Z: -54 .0000 -- 0 .0000 in Centroid: X: 0.0000 in Y: 185.0800 in = 15'421 Z: -22 .1890 in = — 1.551 Weight = (163138/1728) (150 pcf) = 14 .2 kips ; CLARK PACIFIC PROJECT IA)69NIUC,;oo (jtAireil JOB 6004, mi rail 1980 SouthRiver Road CONTRACTOR SHEET 81 West Sacramento, CA H 1 DATE 1,0i, •CLARKTEL: (916) 371 0305 COLUVJ COVER FAX: (916) 372-0323 BY rim CHECK I , -{ZIP/1r 9 t ' : ?‘a. % _(14.2 t 6.85) Loa,: K - 021r f41 _ - cz'1 2 0.5slc I, r� 2 2, 0.)t .lp Pil 'h= 3Z-3 > / f wuup I.° _ (3z-3 P170(3.33)(476.5 tj t2,a6k 1 ql is (1.85-0( 132514) : t,37 k ply eziFs' (l .= 1211 = o4.4 - 0 (45'ti,o>(2b.,‘)(37..,3ftrjz 7. k ..,.._ mu, coorpe 2 RI II, (2-35Ky Q �) ''�' MI = (o.e' )(1st) = 1.3b1c pzN = p.3w► _ (7.35-kx153t2/255) se o•-71 k R21= -u. = 1.4.2 k I.P01)\` _ 1•33K 147' 3. 5Ekbrinc, „L. fZIL= (toicoy2 5')04�t) yr. .5.E71 K (16) , 2,69 k (r3) , 8.08 k (F) (224.= 9,61 a OaAO 1/2S91 x0+21 Jr 429 k. (16) ?"pb le (t3i.) 6.18 k Cr) 2 4, 5E,t!2 i[c, t 1 ( RI II 5,b1 k l 2 61 Co),kK R24. 1A. 1t i (At ,i c poo c 4 e, k cvi) , '7.0€' k CO 19.18 4_ CP) t.471 Th @ (Ri >(I5 nt381G CI(i) 498 '(s) 1 145 le'(F)1 4-.515tfaili()AK \ West Sacramento, CA _ CLARK PACIFIC PROJECT wA9N`146� � � w � JOB 6004 k x 1980 South River Road CONTRACTOR 1H .•a ili`�" H`'W SHEET 3.�III CLARK TEL: (916) 371-0305 P t�L 3��$� DATE 3-Qtr PAC 1 F 1 C FAX: (916) 372-0323 By J4p34 rHECK � yb 0S' z,-- kto] ' _ l / in � ' Ctl Dow E�Ep lb -, rbi,7,: - a , ItStd, (R7 TDTQ. as oL).1 f,...,. )... .. , f. ler . • . . . Ct ,I/' 0251 -. - T/G III1 16 S." t- G - TF-P51aJ ONLY . ',.,-".t - comfaritlithi 004 ELEMENT WEIGHT / AREA X Y Z • (Kips) / (ftl ) (ft) (ft) (ft) 7, EI. / 4 VI_ (5'0)(105.5") : 97-5 bf °I.Z 5 2 av >( -1vi, WT ''W (92.56F)05 Po)v. 74 K a-25 2-5p 0-7G 110 53- VisualAnalysis(version 5.10)- • Panel 3F18D,Sat Mar 06 10:48:13 2004 Clark Pacific,Glen Underwood,6004 D ----__ 0 :---,,....... --................ .03Z.__,.___ ______ ---____ �— R4 O pap ------- • `I jC.Ol1. �15 V J -o %( " 01 w� VisualAnalysis(version 5.10)- Panel 3F18D,Sat Mar 06 10:48:27 2004 Clark Pacific,Glen Underwood,6004 W III ____ p--- a " ____ A,1‘. "----_______! D'Tgr. ,,,,,,-,—4,...e.:_t_ .V.i.tr*-_—":„ `--_____ 2 0 VisualAnalysis(version 5.10)- Panel 3F18D,Sat Mar 06 10:48:40 2004 Clark Pacific,Glen Underwood,6004 ET - -_`,=-`�:---- - S Y 0 53-Z • VisualAnalysis(version 5.10)- Panel 3F18D,Sat Mar 06 10:49:02 2004 Clark Pacific,Glen Underwood,6004 EL ..- ~-, v--______ ''--'--_ __ ""`-_-tel '_,_Tl 0 4 --- e ___,_, ,,,_... .„, .„ .--,--_,_„ ..eiet. :z____....4. ,_ tt, c,--1. .... .. ,c.neti• ,A,,-p---- r el 0 VisualAnalysis(version 5.10)- Panel 3F18D,Sat Mar 06 10:49:16 2004 Clark Pacific,Glen Underwood,6004 III1 s n,I' �--_ ~`'-pi _ = (v k ON 1�" i1 I� 1 79 Q 664 ' 1 r 0 0 0 i LCLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 1 -1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: r34-.( CLA P A C R PCC C West Sacramento,CA Date: REV 4-2604- (916) 2604(916)371-0305 PANEL: 3 F23 A By: GAU& 270' / PI e ow --ie iid ir O Cif ;'t61 I ! tI 1275I /2-33‘/ 3. 3/4.1( e= l II cos, o49.9 a 740 Aja 5 l D t2/5,03 I 0531, r 13.51 3-831 1-b?I t 3/41 �,mi. R-�s�ay (� = COWWaE v1� putt' powf o 64m oto p 1." 70 ® = 7/G ELEMENT WEIGHT / AREA X Y Z (Kips) / (ft2 ) (ft) (ft) (ft) i2A-1-1EL. AVA n _ (510')x.7.,0)= 135 F 13s 250 Pf1l,lrt- W \A)-- 659-F)(76FilF)t PO, 112 135 250 0.75 `PI (move\ 3FIW) Pic (5O -i X15 NOR'3D5A= 3.0K 0 ,>< 0- s vu►turn. : ( ri.33 P •83)(lo-I )/'4' '`� 17-�I = 5�ok Pyq c (os3 i t(l'Ge O'1.I w /17cf 1'= 8.0/4e Wtyp! F= (745 re-if X 5,0)0-7`)c. •,60 vc 13.0 z-S >< PI-= (3` 2.3315- 5 _ ©55412 1 .2 = ( $09(12-7511500)r 3-2-•I 4 F%t 11G 1 (2L.._ (0.4-000-1k)(2-305-05)= 0.15k (5) ( r (o' 1jo-i 1.2-15/5c) 'No IC (0 yeti M1G '4 V= 6.Agt0-a.)= 61-.85 (S) em 1ut-p III -1CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 TLAlR K 11980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: 65,0 P A` ' F ' ` West Sacramento,CA Date: Feb-04 III (916)371-0305 PANEL: ZF2(o S By: GAU&BC 29.0 ' (+) 1- 1 NU;tiEcx NorcKfh ---\11 ' IN ?Iva /I� �(OrO' tom/ / (---->-- _ 7 � , I I A 050 • Z ,0 r.., cr5d C r.1.0+ t 1 O 10—'IA ' 4 Col% lkoy e 1,7-n8L. 4'w'0 O ELEMENT WEIGHT / AREA X Y Z 0 (Kips) / (ft` ) (ft) (ft) (ft) PN EL x_ (79,0')(5.0') Z l 5r 14.5 2517 >< St. W W' (2°I-o')( ct3.? ? c) _ 10,0 K t$5 25ct 0231- , 6S.I VisualAnalysis(version 5.10)- • Panel 2F268,Fri Feb 27 08:27:58 2004 Clark Pacific,Glen Underwood,6004 D v 0 — —-. - -_ z.................7________.......s......:3/t,- 4-17,4,--_______ - N 1- Cott, (r5 p- G)wEt �&p to to 5t rp, 0 VisualAnalysis(version 5.10)- Panel 2F26B,Fri Feb 27 08:28:29 2004 Clark Pacific,Glen Underwood,6004 W ., ,,4-__l.i,''U ---.`�=.;-^ "`� 1, • ... III ---____ ______ 4 -- `- kitt—^R6 VisualAnalysis(version 5.10)- Panel 2F268,Fri Feb 27 08:28:42 2004 Clark Pacific,Glen Underwood,6004 ET ,\i) 0 __.:-----2_7—----_1_,------Z_--------+•—:. ---- ',..--: r A App^,.,4-3 ^p �4-, ; 1 -- ---------2_--------,m 45 ^ : 41) S5-2 • Visual F260,is(version 5.10)- (7L�,/� /�j\ Li—'�t_-fy Panel 2F26B,Fri Feb 27 08:29:02 2004 1w`� `' GCT v T 0 Clark Pacific,Glen Underwood,6004 EL b A7 We " aft ri 40140111111104 4- -40111111a0a10ralloali .104,11044 44 .4101. P. "1141119.111,11001111111 r:� 1119.111,1 �I:� 01� 11"1 110■01``111" 00 "" """x10.400 1 rP 01§10"1101 0 I p p t - �.g44. .�r�jN�1 a�•80112 .40x40 s- .004� `''�4� i % ��"•"`M"ilii . o maws...� IM ft age, VisualAnalysis(version 5.10)- Panel 2F2613,Fri Feb 27 0829:18 2004 /,(_ • Clark Pacific,Glen Unde ood,6004 0 I b " bo k 42 064ft�aftik."a""""" 01141. .".1"0,0, 10,10 0 " 6Q � ii"x"020 0r1�4040%"1""0 01. , �'PI410M10"0504 ""l1 "0l� �""n" "" • ..,, ,111014„1g1 l"i ,�, R 't ilK4 �gfi�n�i 0" 114 •la!i, ►"�►� �'ri0WetitteRmImpRm00 kell 4211 444! \\ .. 0 040.4.4. 14,001141140 441 Alali- Itzol C4 F) GL ' r\-€ O %V E Panel 2F26B 135-3 VisualAnalysis 5.10 Report Company: Clark Pacific Engineer: Glen Underwood Billing: 6004 11/1 Project File: 2F26B.VAP Folder: C:\DOCUME-1\GUNDER-1\LOCALS-1\Temp\ Nodes Node X Y Z Fix DX Fix DY Fix DZ ft ft ft R1 1.500 2.500 0.150 No Yes No R2 27.500 2.500 0.150 No Yes No R3 0.500 2.500 0.000 No No Yes R4 28.500 2.500 0.000 No No Yes R5 0.500 0.750 0.000 No No Yes R6 28.500 0.750 0.000 No No Yes R7 10.000 1.167 0.000 No No Yes R8 11.000 1.167 0.000 No No Yes R9 12.000 1.167 0.000 No No Yes R10 13.000 1.167 0.000 No No Yes R11 14.000 1.167 0.000 No No Yes R12 15.000 1.167 0.000 No No Yes R13 16.000 1.167 0.000 No No Yes R14 17.000 1.167 0.000 No No Yes R15 18.000 1.167 0.000 No No Yes R16 19.000 1.167 0.000 No No Yes Service Load Cases / _ Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive 1111 lir` D Dead loads Standard 0.0000 -1.0000 0.0000 0 No EL Dead loads Factored 0.4800 0.0000 0.0000 0 No ET Dead loads Factored 0.0000 0.0000 0.4800 0 No I Impact load None NA NA NA 4 No W Wind loads None NA NA NA 580 No Nodal Loads This item is empty. Check the selection state, or report properties. Plate Uniform Pressures Load Case Plate Material Pressure 1 Ksf I P296 -NA- -6.0000 I P297 -NA- -6.0000 I P306 -NA- -6.0000 I P307 -NA- -6.0000 W P571 -NA- 0.0280 • -1-Fri Feb 27 08:44:29 2004 Nodal Reactions 654 Node Result Case Name FX FY FZ • K K K R1 D First Order -NA- 4.99 -NA- R1 EL First Order -NA- -0.25 -NA- R1 ET First Order -NA- 0.00 -NA- LEFT 13emel/4(7 R1 I First Order -NA- -0.00 -NA- R1 W First Order -NA- 0.00 -NA- R2 D First Order -NA- 4.98 -NA- R2 EL First Order -NA- 0.25 -NA- R2 ET First Order -NA- -0.00 -NA- v phi-1r OFAI211.i6 R2 I First Order -NA- 0.00 -NA- R2 W First Order -NA- -0.00 -NA- R3 D First Order -NA- -NA- 0.26 R3 EL First Order -NA- -NA- -0.01 ,M D R3 ET First Order -NA- -NA- -1.75 ® LEFT- goi3/ . wi C .-or R3 I First Order -NA- -NA- 2.50 C� I'� v R3 W First Order -NA- -NA- -1.49 R4 D First Order -NA- -NA- 0.27 R4 EL First Order -NA- -NA- 0.01 R4 ET First Order -NA- -NA- -1.79 ® R`h kir f�v,n17/ N � , Q i e R4 I First Order -NA- -NA- 2.80 (' R4 W First Order -NA- -NA- -1.52 R5 D First Order -NA- -NA- -0.26 R5 EL First Order -NA- -NA- 0.01 RS ET First Order -NA- -NA- 0.92 0 L EF r t714" C► dor R5 I First Order -NA- -NA- -2.41 R5 W First Order -NA- -NA- 0.78 R6 D First Order -NA- -NA- -0.27 R6 EL First Order -NA- -NA- -0.01 _ R6 ET First Order -NA- -NA- 0.96 O (l(,4 �}-,1Yl1 y Dor R6 I First Order -NA- -NA- -2.71 Y! k6 W First Order -NA- -NA- 0.81 R7 D First Order -NA- -NA- -0.02 R7 EL First Order -NA- -NA- 0.00 R7 ET First Order -NA- -NA- -1.81 R7 I First Order -NA- -NA- -0.07 R7 W First Order -NA- -NA- -1.54 R8 D First Order -NA- -NA- 0.01 R8 EL First Order -NA- -NA- -0.00 1 R8 ET First Order -NA- -NA- 0.56 R8 I First Order -NA- -NA- 0.15 R8 W First Order -NA- -NA- 0.47 R9 D First Order -NA- -NA- 0.00 R9 EL First Order -NA- -NA- -0.00 R9 ET First Order -NA- -NA- -0.02 R9 I First Order -NA- -NA- 0.21 R9 W First Order -NA- -NA- -0.02 2 _^ R10 D First Order -NA- -NA- 0.00 17d�IC• 72 R10 EL First Order -NA- -NA- -0.00 �/C 00 R10 ET First Order -NA- -NA- -0.14 R10 I First Order -NA- -NA- 0.51 R10 W First Order -NA- -NA- -0.11 R11 D First Order -NA- -NA- 0.00 R11 EL First Order -NA- -NA- -0.00 R11 ET First Order -NA- -NA- -0.15 R11 I First Order -NA- -NA- 1.23 R11 W First Order -NA- -NA- -0.13 R12 D First Order -NA- -NA- 0.00 R12 EL First Order -NA- -NA- 0.00 R12 ET First Order -NA- -NA- -0.15 '12 I First OrderNA -NA- 1.78 ..12 W First Order -NA- -NA- -0.13 R13 D First Order -NA- -NA- 0.00 R13 EL First Order -NA- -NA- 0.00 I -2-Fri Feb 27 08:44:29 2004 Node Result Case Name FX FY FZ 6s-5 K K K R13 ET First Order -NA- -NA- -0.14 11/1 ( . R13 I First Order -NA- -NA- 1.23 R13 W First Order -NA- -NA- -0.11 R14 D First Order -NA- -NA- 0.00 R14 EL First Order -NA- -NA- 0.00 R14 ET First Order -NA- -NA- -0.03 R14 I First Order -NA- -NA- 0.51 y�Xn�� r-�, moi, /�/L R14 W First Order -NA- -NA- -0.02 1 "" �V v V l R15 D First Order -NA- -NA- 0.01 R15 EL First Order -NA- -NA- 0.00 R15 ET First Order -NA- -NA- 0.55 R15 I First Order -NA- -NA- 0.24 R15 W First Order -NA- -NA- 0.47 R16 D First Order -NA- -NA- -0.01 R16 EL First Order -NA- -NA- -0.00 R16 ET First Order -NA- -NA- -1.81 R16 I First Order -NA- -NA- 0.04 R16 W First Order -NA- -NA- -1.53 Spring Results Spring Result Case Name Force R12 D First Order 0.0000 K _ �, "A R12 EL First Order -4.7858 K "Ppt 1/I L Li-1- PL, GS R12 ET First Order 0.0000 K M �'p R12 I First Order 0.0000 K MOM 1`'CJ`�G R12 W First Order 0.0001 K III III .: -3-Fri Feb 27 08:44:29 2004 • VisualAnalysis(version 5.10)- Panel 3F26B,Mon Mar 01 11:30:39 2004 Clark Pacific,Glen Underwood,6004 D rT 21 t`64 0 Ny " . ! Ss rrP m �1 IT o �rq is r t ,3, ‘ ,.,,,o.. 10 4 14 0 _________,,...„. o'l• ill *N4,1440141110411- 1 / °' " - i vtr, ., I 1 Ill , , Cr U co 604 (2z rt./9vwqo -2g-„rte 1 • VisualAnalysis(version 5.10)- Panel 3F26B,Mon Mar 01 11:30:53 2004 Clark Pacific,Glen Underwood,6004 W o Al 1'•fi oso, ,� i Ili. " tr r '141Orli TO. NI MI14 14111111110040041�� 4 R1"114 .`" r% I11 114 I+"�'`ir 11 11 i M N`II irr "- liil :r V000111A r . ,P4" 1" •4 0 , 01'42-ha 040.`1 " � _I N or roffi o,7. .gr4r�rt t, �I oil ,I l+� c. • VisualAnalysis(version 5.10)- Panel 3F26B,Mon Mar 01 11:31:10 2004 Clark Pacific,Glen Underwood,6004 ET c 101 .04 .. __ . .��I r ki. 1 . .. it. rr 1 r Nil" ��' wM`I �1 • os 1-tm_s . 1 -, 1 . M .. oli °' A 1111 6 is, .(11, II A. NNIN 1 LI 0 VisualAnalysis(version 5.10).- P 4VrOft Panel 3F26B,Mon Mar 01 11:x120 2004 Clark Pacific,Glen Underwogc,6004 EL '-^ ,� f�+ ��� �. lrrr t •t. rr r ops 1h4111x1111111 r rr 111°411114'41414014 1;O'11Ili;"i1r11 r r 1/1111111 1 1144 4411„1k 4x1 114 41%1114 rrC►r 611111; 140101114410114,1N10401111144'�'M��I16 4 r10M111111 11e1, 4p ,o,� 44 1 �� 1111r1A 4101, ,1N 4rw1111 o 4:►i:' 11" s' 0 ; wsr i 4rrr411(;4 0 o F,1x46 ,t"iihl'IM10111100.0 � 1 r 1s;44�'; �,�; N111'Il,r�,.,�, A• .r•Ziij,"6lAtiia .:� N 0 E®., VisualAnalysis(version 5.10)- E a, Panel 3F26B,Mon Mar 01 11:31:40 2004 Clark Pacific,Glen Undervvood,6004 `IM. 1p . 11124t11.110,r■ 4444x4111 �1 ..114 r 141144 x14 1111 si rr ,�60'. i1NjNN��4"�''���M�� �1���1� Nr111r "IMO Ilr~11� 1111 rr 411 114 c4Al i .. 4x4 • a41►i�M�,�1111 rn�ya�,,,,iyr�11 1�. �1rr44 © opt o rr 114 $���' r 1y. �a i� 141 �`..r 3• rrryl� `�:�y�,�,�"�* � i'�'��.�����''�rrii111M1i14 oy r�)rr'+��1 / r �111r 44rr11lk 40x61 r �; ` MI�111011 1P-4w e 14 -4 414 A'F r10.44gA wimm . 5\c;1 ''()‘<' icif,araEp G e Ow ) 0 Panel 3F26B Db,Z VisualAnalysis 5.10 Report Company: Clark Pacific Engineer: Glen Underwood Billing: 6004 11/1 Project File: 3F26B.Vap Folder: S:\PROJECTS\6004\ Nodes Node X Y Z Fix DX Fix DY Fix DZ ft ft ft R1 0.500 2.500 0.150 No Yes Yes R2 25.000 2.500 0.150 No Yes Yes R3 0.500 4.250 0.000 No No Yes R4 25.000 4.250 0.000 No No Yes R5 8.500 1.167 0.000 No No Yes R6 9.500 1.167 0.000 No No Yes R7 10.500 1.167 0.000 No No Yes R8 11.500 1.167 0.000 No No Yes R9 12.500 1.167 0.000 No No Yes R10 13.500 1.167 0.000 No No Yes R11 14.500 1.167 - 0.000 No No Yes R12 15.500 1.167 0.000 No No Yes R13 16.500 1.167 0.000 No No Yes R14 17.500 1.167 0.000 No No Yes Service Load Cases Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive D Dead loads Standard 0.0000 -1.0000 0.0000 0 No ET Dead loads Factored 0.4800 0.0000 0.0000 0 No Dead loads Factored 0.0000 0.0000 0.4800 0 No I Impact load None NA NA NA 4 No W Wind loads None NA NA NA 510 No Factored Load Combinations This item is empty. Check the selection state, or report 1 properties. P P P Nodal Loads This item is empty. Check the selection state, or report properties. Plate Uniform Pressures Load Case Plate Material Pressure 1 Ksf I I P275 -NA- -6.0000 I P276 -NA- -6.0000 I P324 -NA- -6.0000 I P325. -NA- -6.0000 o W P51 -NA- 0.0280 III Reactions Node Result Case Name FX FY FZ K K K -1-Mon Mar 01 08:03:20 2004 Node Result Case Name FX FY FZ 5(p'j K K K R1 Dead loads Firs -NA- 4.78 -0.26 11/1 R1 EL First Order -NA- -0.25 0.01 FTR1Ri ET First Order -NA- -0.00 0.29 - L.- FT-- R1 I First Order -NA- 0.00 -2.60 R1 W First Order -NA- -0.00 0.23 R2 Dead loads Firs -NA- 4.78 -0.27 R2 EL First Order -NA- 0.25 -0.01 R2 ET First Order -NA- 0.00 0.44 © - tr R2 I First Order -NA- -0.00 -2.89 R2 W First Order -NA- 0.00 0.34 R3 Dead loads Firs -NA- -NA- 0.27 R3 EL First Order -NA- -NA- -0.01 \ /J R3 ET First Order -NA- -NA- -1.07 \2 - fathkr R3 I First Order -NA- -NA- 2.70 R3 W First Order -NA- -NA- -0.84 R4 Dead loads Firs -NA- -NA- 0.28 R4 EL First Order -NA- -NA- 0.01 R4 ET First Order -NA- -NA- -1.17 © - r1n i hu r R4 I First Order -NA- -NA- 3.00 R4 W First Order -NA- -NA- -0.91 R5 Dead loads Firs -NA- -NA- -0.02 R5 EL First Order -NA- -NA- 0.00 R5 ET First Order -NA- -NA- -1.44 R5 I First Order -NA- -NA- -0.21 R5 W First Order -NA- -NA- -1.12 R6 Dead loads Firs -NA- -NA- 0.02 R6 EL First Order -NA- -NA- -0.00 R6 ET First Order -NA- -NA- 0.29 R6 I First Order -NA- -NA- 0.31 R6 W First Order -NA- -NA- 0.22 11/0 Z7 Dead loads Firs -NA- -NA- 0.00 6- X27 EL First Order -NA- -NA- -0.00 R7 ET First Order -NA- -NA- -0.07 R7 I First Order -NA- -NA- 0.36 R7 W First Order -NA- -NA- -0.06 i R8 Dead loads Firs -NA- -NA- 0.00 1 R8 EL First Order -NA- -NA- -0.00 R8 ET First Order -NA- -NA- -0.16 R8 I First Order -NA- -NA- 0.83 R8 W First Order -NA- -NA- -0.12 SL i R9 Dead loads. Firs -NA- -NA- 0.00 R9 EL First Order -NA- -NA- -0.00 ir/Q.�,,re R9 ET First Order -NA- -NA- -0.17 R9 I First Order -NA- -NA- 1.61 R9 W First Order -NA- -NA- -0.13 R10 Dead loads Firs -NA- -NA- 0.00 R10 EL First Order -NA- -NA- 0.00 R10 ET First Order -NA- -NA- -0.17 R10 I First Order -NA- -NA- 1.61 R10 W First Order -NA- -NA- -0.13 R11 Dead loads Firs -NA- -NA- 0.00 R11 EL First Order -NA- -NA- 0.00 R11 ET First Order -NA- -NA- -0.16 R11 I First Order -NA- -NA- 0.83 R11 W First Order -NA- -NA- -0.12 R12 Dead loads Firs -NA- -NA- 0.00 R12 EL First Order -NA- -NA- 0.00 R12 ET First Order -NA- -NA- -0.09 R12 I First Order -NA- -NA- 0.38 R12 W First Order -NA- -NA- -0.07 1110 13 Dead loads Firs -NA- -NA- 0.02 Ai3 EL First Order -NA- -NA- 0.00 R13 ET First Order -NA- -NA- 0.23 R13 I First Order -NA- -NA- 0.34 -2-Mon Mar 01 08:03:20 2004 Node Result Case Name FX FY FZ K K K 0: 1W First Order -NA- -NA- 0.18 :3 14 Dead loads Firs -NA- -NA- -0.03 R14 EL First Order -NA- -NA- -0.00 W3,142 R14 ET First Order -NA -NA- -1.33 R14 I First Order -NA- -NA- -0.28 R14 W First Order -NA- -NA- -1.03 Spring Results Spring Result Case Name Force R15 Dead loads First Order 0.0000 K �� R15 EL First Order -4.5908 K -DTA, I ►I . 1 -+,po € R15 ET First Order 0.0000 K p, R15 I First Order 0.0000 K JGrty TO filiqf 005 R15 W First Order 0.0001 K S -3-Mon Mar 01 08:03:20 2004 0-1-0 VisualAnalysis(version 5.10)- III (i,• Panel 21400,Mon Mar 01 08:30:47 2004 Clark Pacific,Glen Underwood,6004 D 1 "�- -- —'^--- O -,-„1 ----- .-„�^"^'�-M1-_"`- i *( os Q• •' cV ` '�_T_---___ �. ` ~—_- - 0 N. __ _----7-r-'---7:7---------7---__ _--__3 N ��""�� '--__„`:-_--- ---- —_`_--� ' r IO 1111,1. 0' -�_ ' ,00h''�^� �'y!_ �11���M1���1"��1r1r��i�'J11 i1�4 11N 1111 11111111_too 4 1�In \741) th ti, , 11-1- NE A���" VisualAnalysis(version 5.10)- WE`/01 Panel 21408,Mon Mar 01 08:31:02 2004 aark Pacific,Glen Underwood,6004 W 1-1•PFc as- ----- 7.- . • _1`-----7:-..---:::---Q.:..:---___-----_-__ - - -_`_l __ ___ r/`kms: Q.Q O ��t.�-ti=y`-,-- - 1�`l �y �-�_ ..`^--._ III ,,,.._______ ____---:-___________ 1_-_ s -.11 1.�ti '--tet'�� p �----_ -='. .:-. In - --- R6 42.01 o0 VisualAnalysis(version 5.10)- Panel 21408,Mon Mar 01 08:31:16 2004 Clark Pacific,Glen Underwood,6004 ET v- " — --__._ - �''L•�- -�T--�---.�-,'i----�`---:-- t �°� =�` —_ JR4 ( ; 1� .4R6 S t31I VisualAnalysis(version 5.10)- 0 . Panel 2F400,Mon Mar 01 00:31:33 2004 Clark Parc,Glen Underwood,6004 EL ul: _a-- ------=,-- ;-_-___ r S ---------::=T- 7::_.._„:117.;_____:-1:- AP -. ' pe'' ' ---":": --:'-7 -T :---- r_,------k....A----------:-.-T--1 fl''' ::d s P `-- ?2,,;1t�III 1.21-T' -' '4 _1::*.:'--:::::::--- A. r. 0 Pnel VisualAnalysis(version 5.10)- ( c _A^ _ e Panel 2F400,Mon Mar 01 flood, 6 2004 041 P r Wilt/ 1` i' Clark Pacific,Glen Underwood,6004 vt ,n' ��tit if 2 am (2Il4�n l) 6 tQ y W i D =- ONE PAVE �0 ----Ir-,Fu-------.:...---:-- - -— -• _ / I P'251 ------Z------------P-------... - I 1 1•107g ; IFI 1.5 M 0'CL 0iv h10 T ILI c I,A,Q€ 14- 3/4" 47 Coit, (zo03 Pa4R 19 1 Liz NE tiVb G T1 W1l3 fy ,, ill 15 0ml'vs19u 10 IT QVF� t� C4i 2\f 1�E f P"aVtPG LAfPriz Woo 'RE5--utiy FJ2 6u-1- of-pa , (2&c►iO 9 H. Panel 2F40B 131.Z VisualAnalysis 5.10 Report Company: Clark Pacific Engineer: Glen Underwood Billing: 6004 Project File: 2F40B.Vap 4111 Folder: S:\PROJECTS\6004\ Nodes Node X Y Z Fix DX Fix DY Fix DZ ft ft ft R1 1.500 2.500 0.150 No Yes No I R2 40.500 2.500 0.150 No Yes No R3 0.500 2.500 0.000 No No Yes R4 41.500 4.250 0.000 No No Yes I R5 0.500 0.750 0.000 No No Yes R6 41.500 0.750 0.000 No No Yes • R7 21.000 0.750 0.000 No No Yes R8 21.000 4.250 0.000 No No Yes Service Load Cases Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive 1 D Dead loads Standard 0.0000 -1.0000 0.0000 0 No EL Dead loads Factored 0.4800 0.0000 0.0000 0 No 1 ET Dead loads Factored 0.0000 0.0000 0.4800 0 No IImpact load None NA NA NA 4 No W Wind loads None NA NA NA 840 No •' Factored Load Combinations This item is empty. Check the selection state, or report properties. Nodal Loads This item is empty. Check the selection state, or report properties. J Plate Uniform Pressures I Load Case Plate Material Pressure 1 Ksf ,� I P206 -NA- 6.0000 i.itf�yr`;n Ir."Q�-cr. Or° 091A 1.14 r I P207 -NA- -6.0000 ai& l Pte, 2Fi+p1/ c ; I P216 -NA- -6.0000 P Vt'�T1Nt14Er) Y►loy►'1 fl"A r. I P217 -NA- -6.0000 �j� ��"m'Y� W P571 -NA- 0.0280 1`m, 1'� V 5iIM(,L1-42 PfI4R5 tyr.€ 2F,1,8 FA,Pti) Tv I Nodal Reactions poYottitie V 'CE 1M P&+Gr 5 o I ir 1f 1 CL.u9EP 1-A,C12 64y tel. 1 Node Result Case Name FX FY FZ K K K R1 D First Order -NA- 7.22 -NA- III '21 EL First Order -NA- -0.24 -NA- .1 ET First Order -NA- 0.00 -NA- R1 R1 I First Order -NA- 0.00 -NA- R1 W First Order -NA- 0.00 -NA- R2 D First Order -NA- 7.22 -NA- -1-Mon Mar 01 08:03:20 2004 a1-3 Node Result Case Name FX FY FZ K K K 0 R2 EL First Order -NA- 0.24 -NA- Z _ n, Hr Br /1 tots R2 ET First Order -NA- -0.00 -NA- t[• FJ�l�'G R2 I First Order -NA- -0.00 -NA- R2 W First Order -NA- -0.00 -NA- R3 D First Order -NA- -NA- 0.35 R3 EL First Order -NA- -NA- -0.01 -. R3 ET First Order -NA- -NA- -1.47® (� - LEFT- 12017/S1-tIm C1i roe R3 I First Order -NA- -NA- 3.73 R3 W First Order -NA- -NA- -1.24 R4 D First Order -NA- -NA- 0.20 R4 EL First Order -NA- -NA- 0.01 ,` n( R4 ET First Order -NA- -NA- -0.76® _ 94(1,H1- 51,1,111 Toe R4 I First Order -NA- -NA- -0.30 R4 W First Order -NA- -NA- -0.65 ,,,,,j,�cam� R5 D First Order -NA- -NA- -0.35 rY1PD 1 VC-IfTwt+[ R5 EL First Order -NA- -NA- 0.01 c R5 ET First Order -NA- -NA- -0.070 - L rr bµ101 Ci (3O1TOVYj 1? (-Fir (149 R5 I First Order -NA- -NA- -0.67 I-FF_,1 1,U11 R5 W First Order -NA- -NA- -0.06 1 �'� R6 D First Order -NA- -NA- -0.20 Itl2 0 R6 EL First Order -NA- -NA- -0.01 R6 ET First Order -NA- -NA- -0.77© - ?A-04r svirrn E; s01 it i R6 I First Order -NA- -NA- -0.29 R6 W First Order -NA- -NA- -0.65 R7 D First Order -NA- -NA- -0.03 1 R7 EL First Order -NA- -NA- 0.00 R7 ET First Order -NA- -NA- -1.92 II _ mtp9LA LA41m c ?i11) R7 I First Order -NA- -NA- 1.31 R7 W First Order -NA- -NA- -1.63 0 TOtIETVP R8 D First Order -NA- -NA- 0.03 ".> •R8 EL First Order -NA- -NA- -0.00 (1 E, r 28 ET First Order -NA- -NA- -1.94m'.QoL t"l6P R8 I First Order -NA- -NA- 2.21 O t�� 12,79 VyLU4 R8 W First Order -NA- -NA- -1.65 trita 0 Spring Results Spring Result Case Name Force R9 D First Order 0.0000 KR9 EL First Order -6.9308 K e' p t'ECT�� R9 ET First Order 0.0000 K l _ L ZOOM l � r7,, �Jt�G G, R9 I First Order 0.0000 K To R9 W First Order 0.0001 K taw) 4(-011(011 f i (0 -2-Mon Mar 01 08:03:20 2004 g..o VisualAnalysis(version 5.10)- Panel 3F40B,Mon Mar 01 09:27:24 2004 III i Clark Pacific,Glen Underwood,6004 `a0 GO v irk __------:_-_--- --_ , -_______,,:.-____-_z_....___ .--.______-_______---fti __ ---__,--.4.______--„________ Wsc 1.__ .....-------_17.._....,,.----:.-^ - V 06 RE' ,.D:Z7'� rZ r;:, P. 2O J f th wnv u°re? Tc� VisualAnalysis(version 5.10)- L "�G FAL Panel 3F400,Mon Mar 01 09:27:54 2004 Clark Pacific,Glen Underwood,6004 W . !r r 00 * 1III1IIIIdIIIIIIIIIIIIIIIibp !i ; IhipI;;h Allamik4 N. • III"11" terr o �� t%al me 4141111111141111141110111111-,.ALA 4clir.' ■ rp .11,4 h. or �lrr1p • , P4. ark • If111 r `�■11"r ■Oki '4 4z. i '4 ill IIIIIIIIIiiiIION %' fir "� in 0• VisualAnalysis(version 5.10)- Panel 3F400,Mon Mar 01 09:28:08 2004 Clark Pacific,Glen Underwood,6004 ET F{3`` z/dTc. - y--�` . 0 VisualAnalysis(version 5.10)-0 Panel 3F400,Mon Mar 01 09:28:55 2004 Clark Pacific,Glen Underwood,6004 EL b U, --- ---....i ~ -~-•tip y=�--' = _: Panel 3F40B ,P,5-2 VisualAnalysis 5.10 Report Company: Clark Pacific Engineer: Glen Underwood Billing: 6004 1111 /' Project File: 3F40B.Vap (: Folder: S:\PROJECTS\6004\ Nodes Node X Y Z Fix DX Fix DY Fix DZ ft ft ft R1 0.500 2.500 0.150 No Yes Yes R2 38.750 2.500 0.150 No Yes No R3 0.500 4.250 0.000 No No Yes R4 39.750 4.250 0.000 No No Yes R6 39.750 0.750 0.000 No No Yes R7 19.250 0.750 0.000 No No Yes R8 19.250 4.250 0.000 No No Yes Service Load Cases Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive D Dead loads Standard 0.0000 -1.0000 0.0000 0 No EL Dead loads Factored 0.4800 0.0000 0.0000 0 No ET Dead loads Factored - 0.0000 0.0000 0.4800 0 No I Impact load None NA NA NA 4 No W Wind loads None NA NA NA 810 No factored Load Combinations 1110 This item is empty. Check the selection state, or report properties. Nodal Loads This item is empty. Check the selection state, or report properties. Plate Uniform Pressures Load Case Plate Material Pressure 1 Ksf 4�jY S; \ rw - r C,01)-142C,01)-142 - I P206 -NA- -6.0000 � �r (�� ,p I P207 -NA- -6.0000 '/ U1 I P216 -NA -6.0000 ,ti- /',),,(.(-12 Drkt I P217 -NA- -6.0000 c, Yt) 1 �1=/� l/`� W P571 -NA- 0.0280 014 1141t(A2 r fft Nodal Reactions Node Result Case Name FX FY FZ K K K Ri D First Order -NA- 7.35 -0.40 R1 EL First Order -NA- -0.25 0.01 \L / ''.1 ET First Order -NA- 0.00 -1.40 V - LE,fr Dr-02101-7 ,: .1 I First Order -NA- -0.00 2.52 R1 W First Order -NA- 0.00 -1.09 R2 D First Order -NA- 7.74 -NA- Z R2 EL First Order -NA- 0.25 NA U - (24(114r eir:AA )h -1-Mon Mar 01 08:03:20 2004 Node Result Case Name FX FY FZ 138-3 K K K 4110R2 ET First Order -NA- -0.00 -NA- A2 I First Order -NA- 0.00 -NA- \-RAJ-014T 56/41 Un R2 W First Order -NA- -0.00 -NA- R3 D First Order -NA- -NA- 0.40 R3 EL First Order -NA- -NA- -0.01 R3 ET First Order -NA- -NA- -0.06 © - V 1 f/f1- pt,( 1� _NIL R3 I First Order -NA- -NA- 0.78 •l R3 W First Order -NA- -NA- -0.04 R4 D First Order -NA- -NA- 0.22 R4 EL First Order -NA- -NA- 0.01 /r(� n �j �,� R4 ET First Order -NA- -NA- -0.84 - (Lk[-�µr 1 D . C.. -1 tarpp TOhk'r`2 R4 I First Order -NA- -NA- -0.25 Tr « veto R4 W First Order -NA- -NA- -0.65 rEµ% R6 D First Order -NA- -NA- -0.22 R6 EL First Order -NA- -NA- -0.01 - car P R6 ET First Order -NA- -NA- -0.85 /P . e �1m R6 I First Order -NA- -NA- -0.24 R6 W First Order -NA- -NA- -0.66 R7 D First Order -NA- -NA- -0.02 R7 EL First Order -NA- -NA- 0.00 v,/� R7 ET First Order -NA- -NA- -2.06 v - 1``toPt/E PIP e TO �D ��'�'`'�� R7 I First Order -NA- -NA- 1.17 _ \� Tvr R7 W First Order -NA- -NA- -1.60 / ( .I) ¶yIV R8 D First Order -NA- -NA- 0.02 R8 EL First Order -NA- -NA- -0.00 R8 ET First Order -NA- -NA- -2.04 O _ VII LOQUE FY(' e 00) Civr R8 I First Order -NA- -NA- 2.03 R8 W First Order -NA- -NA- -1.58 *Spring Results Spring Result Case Name Force R9 D First Order 0.0000 K R9 EL First Order -7.2458 K R9 ET First Order 0.0000 K R9 I First Order 0.0000 K R9 W First Order 0.0001 K 1 ("0 -2-Mon Mar 01 08:03:20 2004 CLARK PACIFIC PROJECT wA6HIucrow 5r,�,c,yt JOB 6064 hinn - ,, 1980 South River Road CONTRACTOR H. SHEET g�.o West Sacramento, CA DATE r�� III CLARK TEL: (916) 371-0305 Q EL 3 F I Z 7rT PACIFIC FAX: (916) 372-0323 By 62"A CHECK ry dy 1.2.0' f!5 istli / o.ti�3,,, 7 sal o let d - --;,--40_ . .--- , p1 tin 6 12 q - A r iV V 1 r IA 1 I- I' o e= o.�sI •:, = GOwterkeeM44 cA4Wilo 8 = ISOttAta INJ tiy ELEMENT WEIGHT / AREA X Y Z (Kips) / (ft`) (ft) (ft) (ft) P f11-1EL / E/) r4= (5'01x17.0') = bi, vtr 6,0 2.5 ->.< 1 PrD-ta wT W% 05 P >090 9f)c 4.eak (os0 2.5 o-z5 P1 717'9 95't'u P=(15 f (8.5')(G )/4= meow p.o 4-25 . 0,2.6 x v: = 035t 1 VisualAnalysis(version 5.10) - • Panel 3F12, Sat Mar 06 15:13:04 2004 Clark Pacific, Glen Underwood,6004D 4 3 `' ti 1-� L~� --___ _ r(� tip. _ LL ^� -� co4. 141111 N VisualAnalysis(version 5.10) Panel 3F12, Sat Mar 06 15:13:21 2004 lark Pacific, Glen Underwood,6004 0 ----........._ ------_____ ------Z--____•-- ----------- v-- ~~�..,�_`_�_�^- ~-moi^��, 4. ,1,- --------::----- 4 2 1 ri-I 4--''' ''l----'-' -.-- * N C 1 A,I+a O —may~-- 1 I VisualAnalysis(version 5.10) - i Panel 3F12, Sat Mar 06 15:13:40 2004 Cl rk Pacific, Glen Underwood,6004ET - --,---- ----_ ID -.....---, O �_ 1.2 VisualAnalysis(version 5.10) - Panel 3F12, Sat Mar 06 15:14:04 2004 • Clark Pacific, Glen Underwood,6004 . EL 11%41111 II 11 1w1 kge 1 1 � ■ � 11%1lir% 1110 1 l.; p4. 111` ■ iMpumlim ., ,� it , .imiQtrap , il 11424i %ftli VisualAnalysis(version 5.10) - 0 Panel 3F12, Sat Mar 06 15:14:16 2004 Clark Pacific, Glen Underwood,6004 p IAC ( ,c,FAeo 1 Am,- 01---____ Now r1-9)0\IE, Dawe 5-vacevE) _. 0....._%440„,..11 17_,•,, --------' 401/1 If SI iifi .41474.a..-1111 1,41 N. 4110 gLO-0 • VisualAnalysis(version 5.10)- Panel 4F34,Sun Mar 07 17:08:46 2004 Clark Pacific,Glen Underwood,6004 D — 5%, -- $ `~, �' -It ~ 7.,---...._:::-.-....:_-----___: ,,_s ~___,_ _ 4tr 4.1 ------:=t:_-‘14,11, •4 ,0 0.i6 Y co VisualAnalysis(version 5.10)- Panel 4F34,Sun Mar 07 17:09:00 2004 Clark Pacific,Glen Underwood,6004 trve L '5' II I.4..111a. . 1111:1 1144P 01 1014.11 41111 . 144iiiilliipea0:4 0 • = i i i *, 1. 1 op. -.....00,--.4 dy r-i. t*-- P 4 P Mret4.4m011 00 1*.i NOP 9l� IcM:�ir.r,�Ir�A� A 1,1 NOP 0;� -33.83' or0 '� VisualAnalysis(version 5.10)- Panel 4F34,Sun Mar 07 17:09:17 2004 Clark Pacific,Glen Underwood,6004 ET— lee-- 't-lis._-__, ._.-..__ ___,_ ,,.21---dateti 00010.,a0 t 1 _` 103�0 *-111 .- i 0 ttiO4 , VisualAnalysis(version 5.10)- • t Panel 4F34,Sun Mar 07 17:09:31 2004 Clark Pacific,Glen Underwood,6004 EL -' _---- la -- ---.`�`�----._._ • p0 - Y"�r1i�r -----1---...:----:----2-----=.:----2:- - r t „:— _''� ols `- '_N I �-- : - '--x/00 p'-- p00p1 Y 49 N O VisualAnalysis(version 5.10)- Panel 4F34,Sun Mar 07 17:09:46 2004 Clark Pacific,Glen Underwood,6004 NTER I! III 11:10 111,11t4 I 11411 0 Phi MIPP'1411,1" Imola INN 410.1-A a. 141 Liel 4114441" II ilitr9lklitillINI 0,000"4 QYsOo'; 0 D0 p �a M oitolig 4 4.100°O'' 114 1 yhI;I�'t AR 111 r e r- 1 30,04 r =0 Iiii-ill t414011004:111101100 01.i`- pop 'd _.ai CP VisualAnalysis(version 5.10)- Panel 4F34,Sun Mar 07 17:09:59 2004 Clark Pacific,Glen Underwood,6004 1 ....... GHT c •0 QaO ~+X �L i. a r` • ' •,t t2-------:,*--• '— -, 3't IN X, 1 0 Panel 4F34 9t0-2. VisualAnalysis sis 5.10 Report Y P Company: Clark Pacific Engineer: Glen Underwood Billing: 6004 4111 Project File: 4F34.Vap Folder: S:\PROJECTS\6004\ Nodes Node X Y Z Fix DX Fix DY Fix DZ ft ft ft R1 1.000 0.750 0.150 No Yes Yes R2 33.830 1.167 0.150 No Yes Yes R3 0.500 2.500 0.000 No No Yes R4 33.830 2.000 0.000 No No Yes R5 0.500 4.250 0.000 No No No R6 33.830 3.917 0.000 No No Yes R7 2.500 1.167 0.000 No No Yes R8 4.000 1.167 0.000 No No Yes R9 5.500 1.167 0.000 No No Yes R10 7.000 1.167 0.000 No No Yes R11 8.500 1.167 0.000 No No Yes R12 10.000 1.167 0.000 No No Yes R13 11.500 1.167 0.000 No No Yes R14 13.000 1.167 0.000 No No Yes R15 14.500 1.167 0.000 No No Yes R16 16.000 1.167 0.000 No No Yes R17 17.500 1.167 0.000 No No Yes R18 19.000 1.167 0.000 No No Yes R19 20.500 1.167 0.000 No No Yes R20 22.000 1.167 0.000 No No Yes R21 23.500 1.167 0.000 No No Yes R22 25.000 1.167 0.000 No No Yes :23 26.500 1.167 0.000 No No Yes R24 28.000 1.167 0.000 No No Yes R25 29.500 1.167 0.000 No No Yes R26 31.000 1.167 0.000 No No Yes R27 32.500 1.167 0.000 No No Yes Service Load Cases Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive D Dead loads Standard 0.0000 -1.0000 0.0000 0 No EL Dead loads Factored 0.4800 0.0000 0.0000 0 No ET Dead loads Factored 0.0000 0.0000 -0.4800 0 No I @ CENTER Impact load None NA NA NA 4 No I @ RIGHT Impact load None NA NA NA 4 No W Wind loads None NA NA NA 680 No Factored Load Combinations This item is empty. Check the selection state, or report properties. • Nodal Loads This item is empty. Check the selection state, or report properties. ,'late Uniform Pressures Load Case Plate Material Pressure 1 -1-Wed Mar 10 13:29:24 2004 Ksf 9L03 I @ CENTER P367 -NA- -6.0000 I @ CENTER P368 -NA- -6.0000 4111 I @ CENTER P435 -NA- -6.0000 I @ CENTER P436 -NA- -6.0000 Nodal Reactions Node Result Case Name FX FY FZ K K R R1 D First Order -NA- 6.54 -0.46 R1 EL First Order -NA- -0.25 0.01 Ri ET First Order -NA- 0.00 -2.51 R1 I @ CENTER Firs -NA- 0.00 -3.94 R1 I @ RIGHT First -NA- 0.00 -0.62 R1 W First Order -NA- 0.00 -1.96 R2 D First Order -NA- 6.15 -0.26 R2 EL First Order -NA- 0.25 -0.01 R2 ET First Order -NA- -0.00 -1.07 R2 I @ CENTER Firs -NA- -0.00 -1.61 R2 I @ RIGHT First -NA- -0.00 -2.74 R2 W First Order -NA- -0.00 -0.84 R3 D First Order -NA- -NA- 0.31 R3 EL First Order -NA- -NA- -0.01 R3 ET First Order -NA- -NA- 2.08 R3 I @ CENTER Firs -NA- -NA- 2.71 R3 I @ RIGHT First -NA- -NA- 0.43 R3 W First Order -NA- -NA- 1.62 R4 D First Order -NA- -NA- 0.25 R4 EL First Order -NA- -NA- 0.01 R4 ET First Order -NA- -NA- 0.24 1111(� R4 I @ CENTER Firs -NA- -NA- 0.32 R4 I @ RIGHT First -NA- -NA- 1.21 R4 W First Order -NA- -NA- 0.19 R6 D First Order -NA- -NA- 0.07 R6 EL First Order -NA- -NA- 0.00 R6 ET First Order -NA- -NA- 1.38 R6 I @ CENTER Firs -NA- -NA- 1.82 R6 I @ RIGHT First -NA- -NA- 3.28 R6 W First Order -NA- -NA- 1.07 R7 D First Order -NA- -NA- 0.17 R7 EL First Order -NA- -NA- -0.00 R7 ET First Order -NA- -NA- 1.12 R7 I @ CENTER Firs -NA- -NA- 1.37 R7 I @ RIGHT First -NA- -NA- 0.22 R7 W First Order -NA- -NA- 0.87 R8 D First Order -NA- -NA- -0.03 R8 EL First Order -NA- -NA- 0.00 R8 ET First Order -NA- -NA- 0.21 R8 I @ CENTER Firs -NA- -NA- -0.08 R8 I @ RIGHT First -NA- -NA- -0.01 R8 W First Order -NA- -NA- 0.17 R9 D First Order -NA- -NA- 0.01 R9 EL First Order -NA- -NA- -0.00 R9 ET First Order -NA- -NA- 0.24 R9 I @ CENTER Firs -NA- -NA- -0.03 R9 I @ RIGHT First -NA- -NA- -0.01 R9 W First Order -NA- -NA- 0.19 R10 D First Order -NA- -NA- 0.00 R10EL First Order -NA- -NA- -0.00 • ?10 ET First Order -NA- -NA- 0.26 .10 I @ CENTER Firs -NA- -NA- -0.01 R10 I @ RIGHT First -NA- -NA- -0.00 R10 W First Order -NA- -NA- 0.20 -2-Wed Mar 10 13:29:24 2004 Node Result Case Name FX FY FZ '310. 1 R R R • R11 D First Order -NA- -NA- 0.00 R11 EL First Order -NA- -NA- -0.00 R11 ET First Order -NA- -NA- 0.26 R11 I @ CENTER Firs -NA- -NA- -0.00 R11 I @ RIGHT First -NA- -NA- -0.00 R11 W First Order -NA- -NA- 0.21 R12 D First Order -NA- -NA- 0.00 R12 EL First Order -NA- -NA- -0.00 R12 ET First Order -NA- -NA- 0.27 R12 I @ CENTER Firs -NA- -NA- 0.03 R12 I @ RIGHT First -NA- -NA- 0.00 R12 W First Order -NA- -NA- 0.21 R13 D First Order -NA- -NA- 0.00 R13 EL First Order -NA- -NA- -0.00 R13 ET First Order -NA- -NA- 0.27 R13 I @ CENTER Firs -NA- -NA- 0.06 R13 I @ RIGHT First -NA- -NA- -0.00 R13 W First Order -NA- -NA- 0.21 R14 D First Order -NA- -NA- 0.00 R14 EL First Order -NA- -NA- -0.00 R14 ET First Order -NA- -NA- 0.27 R14 I @ CENTER Firs -NA- -NA- 0.20 R14 I @ RIGHT First -NA- -NA- 0.00 R14 W First Order -NA- -NA- 0.21 R15 D First Order -NA- -NA- -0.00 R15 EL First Order -NA- -NA- -0.00 R15 ET First Order -NA- -NA- 0.27 R15 I @ CENTER Firs -NA- -NA- 0.81 R15 I @ RIGHT First -NA- -NA- -0.00 R15 W First Order -NA- -NA- 0.21 41/R16 D First Order -NA- -NA- 0.00 R16 EL First Order -NA- -NA- -0.00 R16 ET First Order -NA- -NA- 0.27 R16 I @ CENTER Firs -NA- -NA- 2.34 R16 I @ RIGHT First -NA- -NA- 0.00 R16 W First Order -NA- -NA- 0.21 R17 D First Order -NA- -NA- -0.00 R17 EL First Order -NA- -NA- 0.00 R17 ET First Order -NA- -NA- 0.27 R17 I @ CENTER Firs -NA- -NA- 1.86 R17 I @ RIGHT First -NA- -NA- -0.00 R17 W First Order -NA- -NA- 0.21 R18 D First Order -NA- -NA- 0.00 R18 EL First Order -NA- -NA- 0.00 R18 ET First Order -NA- -NA- 0.27 R18 I @ CENTER Firs -NA- -NA- 0.49 R18 I @ RIGHT First -NA- -NA- 0.00 R18 W First Order -NA- -NA- 0.21 R19 D First Order -NA- -NA- 0.00 R19 EL First Order -NA- -NA- 0.00 R19 ET First Order -NA- -NA- 0.27 R19 I @ CENTER Firs -NA- -NA- 0.13 R19 I @ RIGHT First -NA- -NA- 0.00 R19 W First Order -NA- -NA- 0.21 R20 D First Order -NA- -NA- 0.00 R20 EL First Order -NA- -NA- 0.00 R20 ET First Order -NA- -NA- 0.27 R20 I @ CENTER Firs -NA- -NA- 0.05 R20 I @ RIGHT First -NA- -NA- 0.00 R20 W First Order -NA- -NA- 0.21 '21 D First Order -NA- -NA- 0.00 .21 EL First Order -NA- -NA- 0.00 R21 ET First Order -NA- -NA- 0.27 R21 I @ CENTER Firs -NA- -NA- 0.02 -3-Wed Mar 10 13:29:24 2004 Node Result Case Name FX FY FZ 105 K R K R21 I @ RIGHT First -NA- -NA- 0.01 1111 R21 W First Order -NA- -NA- 0.21 R22 D First Order -NA- -NA- 0.00 R22 EL First Order -NA- -NA- 0.00 R22 ET First Order -NA- -NA- 0.27 R22 I @ CENTER Firs -NA- -NA- 0.01 R22 I @ RIGHT First -NA- -NA- 0.03 R22 W First Order -NA- -NA- 0.21 R23 D First Order -NA- -NA- 0.00 R23 EL First Order -NA- -NA- 0.00 R23 ET First Order -NA- -NA- 0.27 R23 I @ CENTER Firs -NA- -NA- 0.01 R23 I @ RIGHT First -NA- -NA- 0.07 R23 W First Order -NA- -NA- 0.21 R24 D First Order -NA- -NA- 0.00 R24 EL First Order -NA- -NA- 0.00 R24 ET First Order -NA- -NA- 0.28 R24 I @ CENTER Firs -NA- -NA- 0.02 R24 I @ RIGHT First -NA- -NA- 0.21 R24 W First Order -NA- -NA- 0.22 R25 D First Order -NA- -NA- 0.01 R25 EL First Order -NA- -NA- 0.00 R25 ET First Order -NA- -NA- 0.31 R25 I @ CENTER Firs -NA- -NA- 0.07 R25 I @ RIGHT First -NA- -NA- 0.89 R25 W First Order -NA- -NA- 0.24 R26 D First Order -NA- -NA- 0.03 R26 EL First Order -NA- -NA- 0.00 R26 ET First Order -NA- -NA- 0.37 R26 I @ CENTER Firs -NA- -NA- 0.17 • R26 I @ RIGHT First -NA- -NA- 2.54 r W First Order -NA- -NA- 0.28 R27 D First Order -NA- -NA- -0.11 R27 EL First Order -NA- -NA- -0.00 R27 ET First Order -NA- -NA- -0.33 R27 I @ CENTER Firs -NA- -NA- -0.80 R27 I @ RIGHT First -NA- -NA- 0.50 R27 W First Order -NA- -NA- -0.26 Spring Results Spring Result Case Name Force R28 D First Order 0.0000 K R28 EL First Order -6.0905 K R28 ET First Order 0.0000 K R28 I @ CENTER First Order 0.0000 K R28 I @ RIGHT First Order 0.0000 K R28 W First Order -0.0027 K • -4-Wed Mar 10 13:29:24 2004 MCLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 i 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: 51 LQ FCA"A " II"(c West Sacramento,CA Date: Apr-04 i: (916)371-0305 PANEL: 3F41-0 t By: GAU&BC Y fr. 2 7,5 y r OF-4 2� 4-ib-o4 vEN tu.l� �, 4,—,,,, E.tneE lyr5 \rtPAci1, uEw FV CE s 10.15' ' 1 b.151 �I r- r CS 2 i 5 �.t. riccewoer r -- 2, rvo -�0 11,01 L 0,w1 rezola2 coapt x e i, Il c SEE Plim 3 , y, rof BS BB INTri % Tri p�� e le 7E41%94 014(4�o� (3.- 1,W c I P ' DEA r e, = COmtQr4 014 Lt/ ELEMENT WEIGHT / AREA X Y Z (Kips) / (ft2 ) (ft) (ft) (ft) • 11= (21.51)(6,0) z 133.5 la.7s 2.50 >< Ph4Fil., wEthur W= (137.51.FX75 P )_ [0,3K 0.75 '2.50 o.Zs I • VisualAnalysis(version 5.10)- Panel 3F40A, Mon Apr 26 10:41:24 2004 SI I,I Clark Pacific, Glen Underwood,6004 D III ... 4 - 1\ 1111101111111111111! I ...• ,.. ,k4,44...:, :0.- . -40,-- -,,,,-;.„:., cp -°• Jo" '1-'416-"P-Ign, I Neo< ,o5° 06 VisualAnalysis(version 5.10)- : _ , Panel 3F40A,Mon Apr 26 10:41:24 2004 ,:. Clark Pacific,Glen Underwood,6004 % W . 444 • %-: -4116-=. -'10( \i• %I., I 1 ,,y4\ "1,11;--- ,..1%.._ ._.- ,T „•i. ' '‘'. A• . Ati: :—.7-ofw..-7-=4•Abi,i,i__ il 0 -4. •mukia --.1a -mil ,,iiit 4_ :, • dil -;' VisualAnalysis(version 5.10)- . -1---' Panel 3F40A, Mon Apr 26 10:41:24 2004 . • Clark Pacific,Glen Underwood,6004 ET I Pailllia MIMI , Ilk Mil IIIIII611 .1 .ulli! I arliklill , 4111111111 .-...ii....,4*.:.:4:-.74410„0„.. . , • A' ..%. %”-qtv4-1";Pt• =44111114b,„ W\ ..4-.. 7 -•• A gg) III VisualAnalysis(version 5.10)- Panel 3F40A,Mon Apr 26 10:41:24 2004 Clark Pacific,Glen Underwood,6004 r61(-Z EL 0 0 -. 0 -000 0 VisualAnalysis (version 5.10)- 1 Panel 3F40A, Mon Apr 26 10:41:24 2004 Clark Pacific, Glen Underwood,6004 I f'D K vE�ict,E IMPACT niece a IV r O I 4, ;!t pawE 2rFAce litialli \ftr_. .\sq' \4, ,.., .4:11110 . ..: • 01,1!ra,411Piftsimitsmoimil 4+ e � tiv i ."6.2- Z1 ,,\R6 Oy 'y • g3 ��`� + 0 2, 9' ,7, r o �01`� I r „,„,,c.; L. K .00 13/4014 3Zf! • • � ° ° ,11... RE Ac,—toa5 GI,ilfi CO 0 Panel 3F40A 5il'3 VisualAnalysis 5.10 Report Company: Clark Pacific Engineer: Glen Underwood Billing: 6004 Project File: 3F40A.Vap 111/ Folder: S:\PROJECTS\6004\ Nodes Node X Y Z Fix DX Fix DY Fix DZ ft ft ft i R1 10.750 2.500 0.150 No Yes No R2 27.000 2.500 0.150 No Yes Yes R3 9.900 4.250 0.000 No No Yes R4 27.000 4.250 0.000 No No Yes R5 9.900 0.750 0.000 No No Yes R6 1.000 1.167 0.000 No No Yes R7 2.000 1.167 0.000 No No Yes R8 3.000 1.167 0.000 No No Yes R9 4.000 1.167 0.000 No No Yes R10 5.000 1.167 0.000 No No Yes R11 6.000 1.167 0.000 No No Yes R12 1.000 0.333 0.000 No No Yes R13 2.000 0.333 0.000 No No Yes R14 3.000 0.333 0.000 No No Yes R15 4.000 0.333 0.000 No No Yes R16 5.000 0.333 0.000 No No Yes R17 6.000 0.333 0.000 No No Yes Service Load Cases Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive III D Dead loads Standard 0.0000 -1.0000 0.0000 0 No EL Dead loads Factored 0.4800 0.0000 0.0000 0 No ET Dead loads Factored 0.0000 0.0000 0.4800 0 No I Impact load None NA NA NA 4 No 1 W Wind loads None NA NA NA 550 No Factored Load Combinations This item is empty. Check the selection state, or report properties. Nodal Loads This item is empty. Check the selection state, or report properties. Plate Uniform Pressures Load Case Plate Material Pressure 1 Ksf I P315 -NA- -6.0000 I P316 -NA- -6.0000 I P325 -NA- -6.0000 I P326 -NA- -6.0000 W P571 -NA- 0.0280 • Nodal Reactions -1-Mon Apr 26 10:05:26 2004 Node Result Case Name FX FY FZ 5ItA K K K R1 D First Order -NA- 8.41 -NA- R1 EL First Order -NA- -0.41 -NA- 410R1 NA- • R1 R1 ET First Order -NA- 0.00 -NA- I First Order -NA- -0.00 -NA- R1 W First Order -NA- 0.00 -NA- R2 D First Order -NA- 1.90 -0.12 R2 EL First Order -NA- 0.41 -0.02 R2 ET First Order -NA- -0.00 -1.26 R2 I First Order -NA- 0.00 0.01 R2 W First Order -NA- -0.00 -0.98 R3 D First Order -NA- -NA- 0.29 R3 EL First Order -NA- -NA- -0.01 R3 ET First Order -NA- -NA- -1.54 R3 I First Order -NA- -NA- 0.18 R3 W First Order -NA- -NA- -1.20 R4 D First Order -NA- -NA- 0.12 R4 EL First Order -NA- -NA- 0.02 R4 ET First Order -NA- -NA- -0.12 R4 I First Order -NA- -NA- -0.01 R4 W First Order -NA- -NA- -0.09 R5 D First Order -NA- -NA- -0.30 R5 EL First Order -NA- -NA- 0.02 R5 ET First Order -NA- -NA- -1.86 R5 I First Order -NA- -NA- -0.24 R5 W First Order -NA- -NA- -1.45 R6 D First Order -NA- -NA- -0.00 R6 EL First Order -NA- -NA- 0.00 R6 ET First Order -NA- -NA- -0.66 R6 I First Order -NA- -NA- 6.55 R6 W First Order -NA- -NA- -0.51 R7 D First Order -NA- -NA- -0.01 R7 EL First Order -NA- -NA- 0.00 R7411ET First Order -NA- -NA- -0.34 R7 I First Order -NA- -NA- 4.01 R7 W First Order -NA- -NA- -0.27 R8 D First Order -NA- -NA- -0.01 RB EL First Order -NA- -NA- 0.00 R8 ET First Order -NA- -NA- -0.31 R8 I First Order -NA- -NA- 2.20 R8 W First Order -NA- -NA- -0.24 R9 D First Order -NA- -NA- -0.01 R9 EL First Order -NA- -NA- 0.00 R9 ET First Order -NA- -NA- -0.24 R9 I First Order -NA- -NA- 1.13 R9 W First Order -NA- -NA- -0.18 R10 D First Order -NA- -NA- -0.03 R10 EL First Order -NA- -NA- 0.00 R10 ET First Order -NA- -NA- -0.40 R10 I First Order -NA- -NA- 0.65 R10 W First Order -NA- -NA- -0.31 R11 D First Order -NA- -NA- -0.01 R11 EL First Order -NA- -NA- -0.00 R11 ET First Order -NA- -NA- 0.98 R11 I First Order -NA- -NA- 0.40 R11 W First Order -NA- -NA- 0.76 R12 D First Order -NA- -NA- 0.01 0 R12 EL First Order -NA- -NA- -0.00 R12 ET First Order -NA- -NA- 0.28 R12 I First Order -NA- -NA- -3.25 R12 W First Order -NA- -NA- 0.22 R13 D First Order -NA- -NA- 0.00 R13 EL First Order -NA- -NA- -0.00 1311, ET First Order -NA- -NA- 0.21 13 I First Order -NA- -NA- -2.16 R13 W First Order -NA- -NA- 0.16 -2-Mon Apr 26 10:05:26 2004 a«.5 Node Result Case Name FX FY FZ K K K R14 D First Order -NA- -NA- 0.01 1110 R14 EL First Order -NA- -NA- -0.00 R14 ET First Order -NA- -NA- 0.14 R14 I First Order -NA- -NA- -1.46 R14 W First Order -NA- -NA- 0.11 R15 D First Order -NA- -NA- 0.01 R15 EL First Order -NA- -NA- -0.00 R15 ET First Order -NA- -NA- 0.10 R15 I First Order -NA- -NA- -0.93 R15 W First Order -NA- -NA- 0.08 R16 D First Order -NA- -NA- -0.00 R16 EL First Order -NA- -NA- 0.00 R16 ET First Order -NA- -NA- -0.34 R16 I First Order -NA- -NA- -0.55 R16 W First Order -NA- -NA- -0.26 R17 D First Order -NA- -NA- 0.05 R17 EL First Order -NA- -NA- -0.00 R17 ET First Order -NA- -NA- 0.41 R17 I First Order -NA- -NA- -0.52 R17 W First Order -NA- -NA- 0.32 Spring Results Spring Result Case Name Force R18 D First Order 0.0000 K R18 EL First Order -4.9510 K R18 ET First Order 0.0000 K R18 I First Order 0.0000 K 1110 R18 W First Order 0.0001 K • -3-Mon Apr 26 10:05:26 2004 CLARK PACIFIC PROJECT omt.% l41C,t JOB Goo+ 1980 South River Road CONTRACTOR HSVJ SHEET ` West Sacramento, CA oil b �• CLARK LARK TEL: (916) 371-0305 ��t �� F4flq DATE ml Q"�.(4 PACIFIC FAX: (916) 372-0323 BY Flu HECK C ECAC 3 - 'M'ter o'7/CD3 Ftpe c vnPA c-r • 6.95 ,r 4-0 ! Fes► i-- al( Z?.fl F E ?41A0 4 LA p-(o5 --= ea. RAg 03X17)(1'ill4� 33 Q k r°r5 t rvr£ (2-N rr,0 4 Q( ; teu* & 01` K 4 = 3 k K ��2 > 3�.0 0x • \.&CI D 2'Z DF ceu c4 ft C41,02) • ; • . ro CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 a IIIII South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: CO _ CLARK P A F West Sacramento,CA Date: Mar-04 • (916)371-0305 By: GAU&BC 1 1 1 CONNECTION INDEX SYMBOL PANELS SHEET SYMBOL PANELS SHEET TYPICAL --- CONNECTION CT1-CT4 V 14 2F22B,4F22B C14 COMPONENTS • ill2F40B, 3F40B Cl ® 0 4F34 C15 © 2F40B, 3F40B C2 616 4F34 C16 © O VCl -COLUMN COVER C3 V 17 4F17 C17 u Cl -COLUMN COVER C4 .0 3F26B C18 ® 3F40B, 3F26B (SIM) C5 3F9, 3F12 C19 0 w 3F26B, 3F40B C6 ©Q 2F26B, 2F40B C7 0 3F39B(SIM TO 3F40B) C8 F14) . 3F18D C9 0 3F18D, 3F23A C10 • 11 3F18D, 3F23A C11 12 3F12 C12 ® COLUMN CAPS C13 III I � -- CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AR Job: 6004 1111 [ '1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: CT1 CLR " "A "K` West Sacramento,cA THIN SLAB COIL INSERT DESIGN Date: Mar-oa (916)371-0305 By: GAU&BC • CONCRETE INSERT TYPE >> 0.75 in. DIAM. X 3.50 in. INSERT Dayton Richmond Type F53 or F63 DESIGN VALUES fc psi fu psi fs psi depth in h in D in Dh in Dc in Dw in le in. 4,000 60,000 60,000 3.500 _ 6.000 _ 0.750 1.625 1.100 0.375 3.125 Ab = n*D2/4 = 0.442 in2 Aw =4*n*Dw2/4,= 0.442 in2 X.= 1.00 (Normal Wt. Concrete) 4(Pullout) ,4:•t= 0.85 <== INSERT ATTACHED OR HOOKED TO REBAR. 4(Punching),4c = 0.65 <_= INSERT NOT ATTACHED OR HOOKED TO REBAR. (Shear),(1)„= 0.65 Pu 1 Pu dex = 9.00 in. dey= 24.00 in. tie*Dh PULL OUT CAPACITY: _ I ph --1 �p� Concrete: 4Pc = Ce*4,*X*4*Ap*fc'/2 f i Ce= (dex/le)*(dey/le)= 1.00 r 1 s's�_ '� { } NOTE: (de/le)= 1.00 If de/le >= 1.00 i Ap =n*(2*Ie+Dh)2/4 = 48.71 in2 Bolt: 4Psb = 0.75*0.75*fu*Ab -2),-,--Dc- Wire: 4Psw = 1.0*0.9*fs*Aw r dex-- PUNCH THROUGH CAPACITY: • Concrete: 4Pc = Ce*Oc*X*4*Ap*fc112 Ap = (n/4)*[(2h - 1 + Dc)2-(Dc)2] = 113.78 in2 SHEAR CAPACITY: Concrete: 4)„Vc =4„*800*Ab*X*fc1/2 <_= If loaded towards an edge> 10 x D away P„Vc= 2*n*dee*4„*X*fc'i2 <== If loaded towards an edge < 10 x D away Bolt: OVs = 0.75*0.4*fu*Ab • ANCHOR TYPE & BOLT SIZE: 0.75 in. DIAM. X 3.50 in. INSERT Dayton Richmond Type F53 or F63 Bolt Dia. : D = 0.75 in Min. X-Edge Dist. =9.00 in Coil Dia. : Dc =1.10 in Min. Y-Edge Dist. =24.00 in Embedment : le =3.50 in CAPACITY: Conc Bolt Wire PULL OUT: 4Pn = 10.47 Kips 14.91 Kips 23.86 Kips PUNCHING: 4Pn = 18.71 Kips N/A Kips N/A Kips SHEAR (X): 4Vnx= 14.53 Kips 7.95 Kips Kips SHEAR (Y): (piny= 14.53 Kips 7.95 Kips Kips Notes: 1. In addition to the load factors in Section 1909.2, the special multipliers of Section 1923.2 shall apply. • 2. Combined tension and shear shall satisy the interaction equations of Section 1923.3.4. - CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 C A I RK '1980 South River Road CONTRACTOR: HOWARD S. WRIGHT . Sheet: CT2 - I P ALA " I c West Sacramento,CA COIL ROD CAPACITY (LRFD) Date: Mar-04 III (916)371-0305 By: GAU&BC SECTION PROPERTIES Nominal Root Tension At rt Anom Dia. in Dia. in Dt (in) in2 in in2 1/2 0.406 0.425 0.1419 0.1063 0.2000 3/4 0.627. 0.652 0.3339 0.1630 0.4420 1 0.847 0.878 0.6055 0.2195 0.7850 11 1 1/4 1.075 1.111 0.9694 0.2778 1.2300 Fy = 55.00 ksi E = 29,000 ksi Fu = 70.00 ksi TENSION CAPACITY Pu ii•W Pu I 4)P,, = 0.563*Fu*A NOMINAL T Dia. in (k) 1/2 7.88 3/4 17.41 1 30.91 - Lb 1 1/4 48.43 0 COMPRESSION CAPACITY: K = 1.2 b/t= 1.00 < 76/Fy11'= 10.248 IF �c <= 1.5 THEN Fcr= (0.658^kc2)*Fy Xc = [(K*L)/ (r*n)]*[Fy/E]1/2 IF �c > 1.5 THEN Fcr= (0.877/?c2)*Fy NOMINAL cPc = 0.85*Fcr*A Diam. L (in) (in) 6 8 10 12 14 16 18 20 22 1/2 4.58 3.44 2.37 1.65 1.21 0.93 * * * 3/4 13.34 11.81 10.09 8.33 6.64 5.13 4.06 3.29 2.72 1 25.96 24.27 22.26 20.02. 17.67 15.30 12.99 10.81 8.93 1-1/4 42.94 41.17 39.00 36.51 33.77 30.86 27.86 24.86 21.91 NOMINAL L (in) Dia. (in) 24 26 28 30 32 34 36 38 40 1/2 " * * * * * * * 3/4 2.28 1.94 * * * * * * " 1 7.50 6.39 5.51 4.80 4.22 3.74 3.34 * * 1-1/4 19.09 16.39 14.13 12.31 10.82 9.59 8.55 7.67 6.93 NOTE: * Indicates [K*L/r] > 200 in West PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 I lll1980 South River Road• CONTRACTOR: HOWARD S. WRIGHT Sheet: CT3 CLARK " ' F ' west sacramento.CA PLATE-WASHER CAPACITY Date: Mar-04& (916)371-0305 By: GAU 3 Bill DESIGN DATA: PLATE MATERIAL: ASTM A36: Fy= 36.00 ksi = 0.90 NOMENCLATURE: BOLT HEAD DIMENSIONS(AISC manual) Calculated W(in) = Plate Width Bolt Dia. F C H t (in) = Plate Thickness 0.750 1.125 1.313 1.219 D (in) = Bolt Diameter + 1/16" 1.000 1.500 1.750 1.625 b (in) =W - D Z (in3) = b *t2/4 B (in) = Oversized Hole Diameter or WidthS H ' H (in) = (F+C)/2 = Assumed Bolt Head Diameter E (in) = (H + D)/4 *--- I PLATE-WASHER CAPACITY: $ 1 l Tn 1 I 1 Plate Span (in) = B Plate Moment Capacity(in-k): .43.Mn = 4*Fy*Z ED Plate-Washer Capacity(k) =4Pn B Moment Caused by Bolt Load (in-k) = Mu = (Pu/2)* [(B/2)-E] Mu = (I)Mn, Therefore: 4Pn = 4*Fy*b*t2/{2*[(B/2) -E]} Kips • OVERSIZED BOLT PLATE PLATE-WASHER CAPACITY fPn (Kips) HOLE DIA. DIA. WIDTH PLATE-WASHER THICKNESS in in in 1/4" 3/8" 1/2" 5/8" 3/4" 7/8" 1" , 2 0.75 3 4.50 10.13 . ".;18.00 128:13 : 40:50 ig <55:13' ," ..";72:00. 4 6.56 14.75 .*=26.23 "40.98, ' ;•`59:012'i.'!,-80:33;.. A04.91-?' 4.5 7.59 rkh-17.07;. . '---30.34 '47A1.7' . 68.274 t 92.93 11 <121.37 1 3 5.98 13.45 23.91 . 37.37 53.81 , I.;73.24. ` :-;:,95.66- 4 :95 664 9.06 20.39 36.26 56:65 81.58. :.111:04 ;145:03 ' . 4.5 10.61 23.87 ,,I42.43 6629 95.46 ,'' '(129:94 =169.71 2.5 0.75 3 2.98 6.71 11.94 . • 18.65 • 26.86 . '3656' 47:75'_' 4 4.35 9.78 eµ17.39 727.18 .YV 39.14 4,4 -i 53.27 .. .;:.69.57 4.5 5.03 11.32 20.12 31.44 '= 45.27 . - '61:62 '"80.49:. 1 3 3.39 7.63 13.57 21.21 30.54 .41.57 54.29 4 5.14 11.58 `.z°20.58° ",32.15 ; 46.30 .63.02 82.31 4.5 6.02 13.55 24.08 37.63 54.18 . r>73.75' 96.32 3 0.75 3 2.23 5.02 8.93 13.95 • 20.09 27.35 35.72 4 3.25 7.32 13.01 20.33 29.27 - 39.85 52.04 4.5 3.76 8.47 15.05 23.52 33.87. 46.10 `` 60.21 1 3 2.37 5.33 9.48 14.81 21.32'-' 29.02 37.90 4 3.59 8.08 14.37 22.45 32.32 44.00 57.46- 4.5 4.20 9.46 16.81 26.27 37.83` 51.48-" 67.25 NOTE: CHECK BOLT (COIL ROD) CAPACITY AGAINST PLATE-WASHER CAPACITY IN SHADED AREA 110 • yy ''��))w�++''� CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 71111111111111 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: CT4 PL P' "A ` 'AF R' ° West Sacramento,CA EMBED WELDING DETAILS Date: Mar-04 • (916)371-0305 By: GAU& BC STANDARD EMBEDMENT WELDING DETAILS PCI HANDBOOK 4TH ED. TABLES 6.20.3, 6.20.4 MATERIALS Item Spec. Fy min Fy max Fu min ---- Rebar ASTM A706 60 78 80 Db= Bar Diameter .iD Plate ASTM A36 36 – 58 D = Pin Bend Diameter o Stud ASTM A108 51 – 65 P.T. = Point of Tangency W.P. Weld AWS A5.1, 58 – 70 W.P. =Work Point of Bar Ben AWS A5.20 58 – 70 2*Db P.T. Notes: 1. Reinforcement welding to conform to AWS D1.4. 2. Stud welding to conform to AWS D1.1. 3. For 90°Bends,see Structural Department 4. For epoxy coated reinforcing,see Structural Department. FLARE BEVEL GROOVE WELD DETAILS SINGLE SIDED BAR Lw --��� BAR Lw tPLmin B A Ld Ld W.P. _�— SIZE (in) (in) (in) (in) (m) (in) .�i —.�— #3 1 1/2 1/4 1 1/4 3 ::'.18,40 24 0 o #4 2 1/4 1 1/2 4 24 0 32 0 s #5 2 1/2 5/16 2 5 30 39 Ld #6 3 3/8 21/4 6 36-'. 48 Lw B #7 3 1/2 7/16 2 3/4 7 52,=,;'cc 68 #8 4 1/2 3 8 58 'z 75 L A FLARE BEVEL GROOVE WELD DETAILS .r W P DOUBLE SIDED BAR Lw BAR Lw tpLmin B A L Ld .1 Ld SIZE (in) (in) (in) (in) (in) `, (in) —_ Igigili #3 3 1/4 1 1/4 6 18 ;Z 24 U o • #4 4 1/4 1 1/2 8 24 0 32 0 s #5 5 5/16 2 10 30 39 B Lw B #6 6 3/8 2 1/4 12 36 , 48 #7 7 7/16 2 3/4 14 52 ` ce 68 z Ld #8 8 1/2 3 •16 58 z 752. A - FILLET WELD I PERP. BAR OR HEADED STUD BAR STUD tpLmin tw Ld','' Ld SIZE DIAM. (in) (in) (in) (in) #3 – 1/4 1/4 15•.0 20 0 #4 1/2 1/4 5/16 20• o 26 6 tw , - I tw , - 1 #5 5/8 5/16 3/8 26 _t• 34 #63/4 3/8 7/16 30 „5 39 0 #7 7/8 7/16 1/2 44 cc 58 -st -J #8 1 1/2 9/16 50 'z 65 z -r17-"'!"‘t-''-!- --'1,'"-" CLARK PACIFIC PROJECT w t�fzi}4 62(.02€' JOB 4- I 1980 South River Road CONTRACTOR `„' am SHEET co� AM l i !Ii West Sacramento, CA DATE CLARK TEL: (916) 371-0305 CO 4 J EG 11 040 �'�� PACIFIC FAX: (916) 372-0323 By(;,4, i CHECK coNAEcrio4 0 tt 1 1 /1 it. 11_0at / I')e ro-----6--i. • , , ,, , — -z-) i 0 t------ 441 i 1 410 r 1. ® T j 00 0 341 cp carr, goo I 7 u , 414,ar- e Ytt I 41) )C. VI cfr v1 t, it;" 1,011. I © ari575f t Fv2ymoh %/174E \ kt-+ uC iC (&EE C7. 1 Foo P ErAl L ) 3/4'CLP fl" Q Ljl-Dcf Ecfio t 4°- 711 1,l.t2T-. #k fo wI P 7✓' 0 (bEE ciA ci-9) , 0 it,ii A. 4" Ili ,P H it-TI -ATTPOIRD frvEc. w fv40 :9 elfti5t4Pie tO1I 1 CO * ,I' ! a� i {CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 iIIn1Iii.1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: GI.i ' Fl C West Sacramento,CA Date: Mar-04 • (916)371-0305 By: GAU&BC CONNECTION NO : O PANEL : 2F40B hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG 1 GRAVITY D 0.00 0.00 0.00 0.00 0.00 0.00 SEIS VERT Ev=0.5*Ca*i*D 0.00 0.00 0.00 0.G0 0.00 0.00 SEISMIC IN Ei 0.00 -3.86 0.00 0.00 -11.58 0.00 SEISMIC OUT Eo 0.00 3.86 0.00 0.00 11.58 0110 SEIS LONG El 0.00 0.00 0.00 " ' 0.00 0.00 0.00 WIND IN WI 0:00 -3.28 0.00 0.00 -3.28 0.00 WIND OUT Wo 0.00 . 3.28 0.00 0.00 3.28 0.00 t VEHICLE IMPACT I 0:00 3:52 0.00 0.00 3.52 0.00 0 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 0.00 0.00 0.00 0.00 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -3.86 0.00 0.00 -11.58 0.00 1.2D+(1.0)(Eo+Ev) 0.00 3.86 0.00 0.00 11.58 0.00 0.9D+(1.0)(Ei) 0.00 -3.86 0.00 0.00 -11.58 0.00 0.9D+(1.0)(Eo) 0.00 3.86 0.00 0.00 11.58 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 0.00 0.00 0.00 0.00 0.00 0.9D-(1.0)(EI) 0.00 0.00 0.00 0.00 0.00 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 -4.26 0.00 0.00 -4.26 0.00 0.9D+1.3W1 0.00 -4.26 0.00 0.00 -4.26 0.00 6. GRAVITY+WIND OUTWARD 1 1.2D+1.3Wo 0.00 4.26 0.00 0.00 , 4.26 0.00 0.9D+1.3Wo 0.00 4.26 0.00 0.00 4.26 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 5.63 0.00 0.00 5.63 0.00 1.4D+1.71 0.00 5.98 0.00 0.00 5.98 0.00 • t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. _=CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 5111111,Ili,1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: CI.Z CLARK ''^C 'F' o West Sacramento,CA Date: Mar (916)371-0305 By: GAU 111/ CONNECTION NO : O PANEL : 3F40B hx/hr= 1.000 1= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 0.00 0.00 0.00 0.00 0.00 SEIS VERT Ev=0.5*Ca*I*D 0.00 0.00 0.00 0.00 0.00 0.00 SEISMIC IN El 0.00 -4.10 0.00 0.00 -12.30 0.00 SEISMIC OUT Eo 0.00 4.10 0.00 0.00 12.30 0.00 SEIS LONG El 0.00 0.00 0.00 0.00 0.00 0.00 WIND IN Wi 0.00 -3.18 0.00 0.00 -3.18 0.00 WIND OUT Wo 0.00 3.18 0.00 0.00 3.18 0.00 VEHICLE IMPACT I 0.00 3.20 0.00 0.00 3.20 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt • (_ VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 0.00 0.00 0.00 0.00 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -4.10 0.00 0.00 -12.30 0.00 1.2D+(1.0)(Eo+Ev) 0.00 4.10 0.00 0.00 12.30 0.00 0.9D+(1.0)(Ei) 0.00 -4.10 0.00 0.00 -12.30 0.00 0.9D+(1.0)(Eo) 0.00 4.10 0.00 0.00 12.30 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 0.00 0.00 0.00 0.00 0.00 0.9D-(1.0)(EI) 0.00 0.00 0.00 0.00 0.00 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3Wi 0.00 -4.13 0.00 0.00 -4.13 0.00 0.9D+1.3Wi 0.00 -4.13 0.00 0.00 -4.13 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo ' 0.00 4.13 0.00 0.00 4.13 0.00 0.9D+1.3Wo 0.00 4.13 0.00 0.00 4.13 0.00 1 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 5.12 0.00 0.00 5.12 0.00 i 1.4D+1.71 0.00 5.44 0.00 0.00 5.44 0.00 III t FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. " ' CLARK PACIFIC PROJECT Wte5N1wiT0 64� JOB 6004 ' 11�1111fi , 1980 South River Road CONTRACTOR Nt,t) ✓ SHEET 01 .3 West Sacramento, CA DATE 03_04r CAKTEL:FAX: (916)(916)371-372-03050323Wu 145010 j 0 C PAC t I C BY � � CHECK COIL ROp f z 12.30`` (mailoo) -F'yr 55k-tt I fav ?DlI F. c eNr _ ( s/5)(0--15)(FLItY ANDO)5 (LPF.2 3-3, CRIT = (O'15)(5�,5y��)(o-'t-h-'2 lig-) z s3.2 tt Ln ail- k ' 12,30 K sy PkiJ L boas Cr cov►n o775 By cooµarta4 *pect p ,n c .,-, 1.3x Iz,30 15,4g.c $ 9R 1D St-61'7E43 IiJsse,r TYre 6n>,Z15 , rvit. c'a=5tis, CPR= . II 0 . 7 I S,q ct 1e 0.4 • i ca vg quo 8fis2 Flc-46Evil>> l HIND CfncUL yroy (ru2 CornR tP ) t I 1 I � = C +4" 1(214,11)1 x {.1.51At(2)(.242v)i 23/4,3• 1_41, 1 „_ ci0.21„2. 1j-� i _I, 2 b3". n 2 63�� y _C tytt0 2)150 0�tow a 1 b,(0 t = 17,0 K (m fa. VriLvtii 1►n -'`- , v! (0,e)P)5/0,,a5)(1 t0`to K)t 2).7 K W hezepile For-AtIriNr,-or) 4 LZ 91--/ K > Is,9e k 0t< RI _ . �4''��z [b c�z yry rt III Pvt,= 12.3o K-/2 c" o5 6151c. Vc. = 5 1W7I 0 0'65 f'o Y) _ (O.10)(O )(S , 4.7. to 4 > 6,15 ‘c- Cl.4 :{ 4. S 1. .L �ti'.�'�',� -f .7 iµ ,! r 47:e;' i�•i ^� .:i �- YiILLIYYG.� 1 f 1�� ! 5t'� ) I:/ 4i %., } ?� •7 f�c ltv, MODEa r. 1ILL-ao1c : `a ,B ' e.,' I RE F` G f °7�"•l:1fiw 't vt 3r y ,' , 3 1:0;•"', ..- i�,1 'V•r ,� .+.. / ; ="+ , ,, T P Er..,.,� 6MD350 ' 20;000 Ib '. - , , y 41"- 3V'i 2v4"+ 4"-Y4„ X~ �4"-:-A r1a s.:-c.;••'.`l^-��'-..p.-4W�^Pj: .,V.I . •f..s '1 - 'I,.=--3.-4t-.eij .av A ' ','prti3",-N'f .- -.4q t3 t.,1N 1.214:1-Li t - ^k�- '� ,xt �,•..--. .'`.r4i`Sr54':'}L4.:•' '7•4317. of "I',3'2.1, !} 11;3 yF,„L. 4: r±-. $7147:4,- .Y•� T + + s �p kit'3'� 35 �i+. .+Q .� ^`�F� �- +.,i tr..%, ^. k�S � �i''+�72-t,1 6MD275 4 X17,000 Ib. ' 7w° ''. 4"' �. "1 " " " ,1,4 ^e n x r, 7 :2..'I,y Phil' a ..2�/a r ..r�. �fz..x 1.1/a.-.�. 'Ultimate pull-out capacity is based on a single insert, ' without rebar, embedded in 5,000 P.S.I.concrete with a 1'-0"minimum distance to concrete edge. 0 0 D -'40 L') ® 3Y4" NC , A. NUT ( ) I 0 V , -Tsrt t r,. H ,..fat's' i tures can be made smaller resulting in crete elements be anchored '`, 4sfsignificant savings. to steel reinforcement. The MD y-^ series inserts are made with rebar i t :44.. EASE OF ERECTION slots to allow such anchorage: ., a • The double slotted design provides `' 3j ' unparalleled erection tolerances. The FINISH �.` ' 'i N ' 1 built-in 3'4" nut can be moved either Hot dip galvanized. - vertically or horizontally to allow for F. ►A- : ti ,; `�'� ,. field tolerances makingthe erector's . "..1.-:,,..' - :-‘4 ' ' �y� job easier and more economical. " r -z,-1 - S1J1TABIUTY FOR USE IN ' 's �, 'L ' SEISMIC AREAS Son to the free movement Rebar Configuration ' f =-'., r e at right works with F ` ,L,,-building code seismic design Mode16MD150. ` �'� j criteria require that inserts in con- , _ • -=_ -. _-,4.-4:1„.., ,„ v+}, y4"'z �F - ' t ".? . ,, I, * .,.it � --->"., C15 ; v�'"vv��^`13Sr,,,r" i-.Pr-k' .�a a�iC^,ii- :'Lyy''' . jt h -), ,}.7- i ` 11t� ' ,-i t``' 'k Y.•-W> s,!")) t�.. is '� s: c .., •ak'1:<•s'+S^!a' C* :.4t s 44 .-1'07,!R.':twti y'_' .-=‘,7,,•4 rt_ !R krb.t-L r4.c-4`` `i h ic, • L 'YIP� Nk'SrF fDP. • "kir r iraDi�.l'r N k.1,Y�L•�M 11pE� 4 N ti lt I. �±;'a p y f.,1..' '27,6 ,, - { j. ". - e ', riHSS 9 1. r` ! eumurc f- 1yA` Z .,4 {1'u=s ��is _ SL �r"a '"' . 4 .-, _ ,. c �, .... yl ,L `.4- �. t r`, t, .i.�: `i ,�_.�+ `r,ik7` f T' �7. '',.u -'r3.1+; ,.H �r� '• - •. � '....2,k 31 •� �.7rrficr ^7 Ly'i '� rr cT' r,t S r.', «� �y y :444`,P3..;,;".17411790*-:, { �.l�p� 4„�e;G. " J� 4,,,,,' , � 'A'18}•�'1gFCi^-� 17,77:;•. -' t-v ryv...,+.9„- ,s.�..,,..r•y^ � r �.. i 'iCti ":tcti� .x v',;.:."✓ "*tai` ;.ic"+- 'iy�a, ,',\ -�2. 1a t ^Ss .: 4. t aKi .r.+nio L i. b -nv- r r.'.rr ,, rPF}"' R r =.ra. re1 tY :FfrYk , ? .. 1 - , N U` ha+. 6MD350 t20,000,Ib 'Jr,� w-311-e-t14... '5 'e �4n1 Y°3!a , Y' X�1va'- ,,, n ,. n ��- n i' n a 2 /n tr rr � t, r�' k ...utJ� -, • i}.•a. 't,—, .d.s.`3,'"}• _axltpj., L:,a I arta' ` f.' '-; 'r, S ,,,�S x' 4z..?, x f �aw a 7,,"�• ,tr Mr 7:77..:. .�.t r a ^� '1,,,;-3.„,-,"! "m",�k 'ha 4z. 'N' ,...!n ,l1„y�r .aha h .+' � - aR ,; SMD275 .t ;000lb. -Ti 24" '4lii„ 3 8'' _ 2y4„ } �,�n ,,�'X i/„ fig ,I!Ig e;.p.� ii Far '` °s,>vt t- } aY'N {ww ar.+ „t- ',:.. t ti.w �`y ,^[i 4..��� 9 ,�1��t�....€�,'(.,�y�i.�.� A_._-h1`',�Z�i ,1'�. 3 '•�' f d4 1 4.ji)4 t�yd �'..��5• t1'1 r :��: j - Y,L "K' 'r��: 9.Fi.i4."9,��; i.4u..fr" '. .'�.a..c+Ssc cd.:«.'�i:a ....W.aS,a-' "".. ijf-�`�'S�. 'Ultimate pull-out capacity is based on a single insert, without rebar, embedded in 5,000 P.S.I.concrete with a 1'-0"minimum distance to concrete edge. 0 C 4.1\ O LD < .Q> gor#40f ® 4_1 0 o -1 1. a NC NUT 0 410, ..) ' 0 • V „ O , r1 Sl O tures can be made smaller resulting in crete elements be anchored a 9�Y.:7:-.,,'°.'i,„'.' significant savings. to steel reinforcement. The MD Wig , ‘$-,;. --,2,.:- , ,` series inserts are made with rebar EASE OF ERECTION slots to allow such anchorage. z , 4, The double slotted design provides FINISH �r ��. 7 7 P ` � ,t unparalleled erection tolerances. The built-in 3" nut can be moved either Hot dip galvanized. -;`�:; `';; Y w'� 1-2 vertically or horizontally to allow for � ,r F { . field tolerances making the erectors . 3 , job easier and more economical. . { ri 14a., ,u;, SUITABILITY FOR USE IN r � S .r.F � SE410ISMIC AREAS rA ,.- . �,:. Ion to the free movement Rebar Configuration t o _ • ,ti,, �,; building code seismic design at right works with �`• .r• Model6MD350. k '11 ' �, criteria require that inserts in con- 1 _ i. t , ,v $cz4.? 9 �, 4 r 1 CLARK PACIFIC PROJECT w,ft ,i4Ic�� G� �,[z JOB GQV4 161i,.I 1980 South River Road CONTRACTOR kyw SHEET C2 O ii West Sacramento, CA DATE CLARK TEL: (916) 371-0305 GONUEGr lt1U V © 2-0�- PACIFIC FAX: (916) 372-0323 v BY nocrtA CHECK Ch14 E toI� © 0 © 3 t/Z,n= ,LQ4 5/Ito ,3 14.1% ---, I - - --t —1 -;t 0 1 . ' Fr- 0 1------ - ,i------- wry • goi 0 • i , T J r V - . - fii) 1 t NI e 1 ' 0 -. i tAi -}-3/8 GI' ,-- r 1 '' * r-r- :IA i CO --r——s — T.. t , O " co 3„f, 4, ,U I i O gip . 0 . S�Ib'fr"."; tI 1 li, /.3' I � 0 . 73/4.11 to tr4.$ - , 011 (al 411111 pop F.0100 Pi.l A Ec.rt -I d '6161L If "" 1itn .i 0 re 16 x 10 x 1 '-31/4" b)/4 - 5/5047x e lb" 1{ 1r€p 57v7.� 0 L 5x3 x 5/1b x 01"6" v4/1- - 04, i I - FB x 5-ht (i96'€ C?-i Ne Qfi') OR (so Las ) C) coils/4-.110 cot(, (2i9D )/ 12 3/¢x 3" 4 14/ 1�J/I x 2" Gvr - ® ` 34-" 4 t ICI iii-col4ca rE &FLF- Yh tLF) ,i9L-ENE - Prri) T lc, ( FE C.7.1 rye- Diva) 1 ® OtALTI--P+ tm ci.l' Ii1 t - &Yi'1.Y275 -( E,E. C2-2 ' C7-5 'E. .. t,,1 ""° ' °` CLARK PACIFIC PROJECT V m, 140.1 iT - 5"zWE JOB (vin:24 111Alli ? 1980 South River Road CONTRACTOR 14,w SHEET c....02.{ , 1111 West Sacramento, CA • CLARK TEL: (916)371-0305 chi-twat-10u V 0 DATE 3-0ct. PAC c F'I C FAX: (916) 372-0323 By C„A.i CHECK pet- E,Vn* o Miet4r 3 1/2" 6ELF- %L .Th klE' 1p t.9 Inside 2" CB-CAP-Gray 3 1/2"0 x 2'-0" N1/8" Radius Hi-Concrete Sleeve N� 1 1/8"-t— z w/ Cap i p 3/41\- 1/4" Radius 9 4 co 2"x1 1/4" Slot 1/8" Fillet lit eel { ■ V4" Radius f Mir Mil II= inr 1/2" 1 Inside I 144, -1-71141 IL ~ "'N ir gibr , , _El......... IV .4 I%$1 L 5x3x 5Abx 01-1211 \--17-- F62.Lme a CJ wV L 5)13X5fto A01-VI W/2 t}4-X 11-7" 43/t��11 �/F — 2x h, x 2.1, I li ., bpi Id kJMULTHLR5GIIONAL 't y�swwb SM1AM Pr 4jC�F,r '�V.I ,.y�nffi. �fi }.�w.ww rF rTIEs f, G ,r „ ,,r )KJ trA V/ •4.,txC s. . NNCTISPEClAL, E(1, 0 4 , ,, m 4 (MD1$LOT7ED r. 4! Nn'r'r b_a: f.,.......-...-4,ii __,.. ..__. ..__........_:N. .. grgl _. . „:„.,,, „,,,,,, .,..,,M.7:::.r - --:-.•'- A IDevelo ed to provide fitiMIMMilit y EFYi! pivcastandother .1,,_-5...-,.:,...„,.;,.--•spa ¢ • n I 2 building ndus�"es �,'� 7477" �� �$� � ,� F 4 wi i an adjustable , , �4 � ...a.a. ,,,,t..4:,4-.),:......,—..„._ r - rrf r eonomical tie l ... �. =`��, ��}- 6%1/24m :•cNr�*i. back anchor. - �s , &4 , _ �t ...- �:. ,.r.) e x ) r "� , • J (\_. .! .1, _. i i k �Ye.t,t V t 51 '`x,,,,,k. . , i HOR\2ONT0 MO—SERIES INS r. -"{ fl1'-'41'14'.4'''''Z' a SLOTTED t i °G' wr F v VERT\CAL REBAR (OPr10 ,y" 5` f�„ '¢.•t, '•.a, SLOTTED t, y. .L /hether you are HIGH PULL-OUT CAPACITY floor deflections, thermal expansion/ designing or specifying Withour design, the patented MD seriesan ultimateull- series insertscontraction and story drifts. The MD series inserts feature apat- anchors for structural out capacity of 20,000 Ib. in 5,000 • PSI concrete. The inserts include a pat- ented design that virtually isolates the cladding elements from the structural or architectural de- built-in�4 NC zinc plated heavy system — thus allowing the cladding square nut. to move independently without stress meats, the MD series MULTI-DIRECTIONAL build-up. inserts provide the lea- MOVEMENT ABILITY ECONOMY Modem building design specifications The MD series double slotted design tures architects and require the ability of precast and other makes it possible to achieve a - facades to accommodate the move- way free connection ellminatinc s. engineers look for: ments of the structure due to wind, hardware items. No more sloth earthquake, temperature, etc... Our angles, oversized holes, flexib,., 'ads inserts are designed to allow combina- etc....Embedded hardware in struc- —SSW 02.3 'F,S} + tt s1 1},s 4,:;#a•-i •1•rt�'k' -y t t �a '.V. 'r' f �'fi )i^' t ';' iS 7 t tt r '4, 1'/ r.. rs. �� s,a'My41 ' .1. t.ih j ,# ,.11,:,.,-p + ni x -s s ;-°,:. '' dna,, h � 1tn � 4 t rta�� A �'� �y S� 5^!� .�+CT 3�'rT-Y V -":".It.'""''''''i t 1 i �. �.. UEiIIYI1f1E � �, C lil[ODEE 'el' a tcc �, A s B.' F ` G \ , s • ,'tj.. (!urS.L'i'; rte-;:i.,-,t , 4✓ ri:� fe f.C„ t ..:,'_! '"at ,.*1..;.•sem 't ":7'. ;w {1 'w <.4.F er.,.. •1 z b_. y . .,. :"g' rna, • 1 •si't3i4.�Kn:2'4.75.7774: 71-M1 " 7"Lwr' IN q. 7,417.T.:9 iS ` , C^7.:.:.-,;,.7:2::7-,,,,F,,,4 'a6MD350 X20,000 Ib �n 3' .- 5i �. +,4 n an Zvn 1 'y r �in,. , ,, 4 1 4 X 4,,I `.;?' 4s":'ri$ *V vi- zstit .140 w. ir ', r ' •'l3& `z.1-2. -.. -1‘4A , V_gt"..:7,. ~ I 'i', +51�' III i d ?,+'1:- `ih ��Y"Y ,„,,,k,„ d .,,,,,,. , , •: t . _s 7,17,75.77-pi.-.-0'0., 6MD275 F� x,17,000 lb w;r n 5z�4'-r 4:5W 41" . 3%a" s 21" ; ,,fin „fin x 11” ro-rir K'c+�:V, i..,',.*,,,,,i.n ^a ,r, s 1r r r'«.'e$: r }t, ., q 1 ri rte„' '. y .,"''` .'' ' s ` , �, S . 4k;: "� -e?'+ i. 'psi . y I - '2,� — r ate.... .._.,.{ .. __. _._.y_..�.. .•.a., *Ultimate pull-out capacity is based on a single insert, without rebar, embedded in 5,000 P.S.I.concrete with a 1'-0"minimum distance to concrete edge. O .,.>O :•••••••••••••• 404.0••••••00iWo. ..<-.....---- 44 .400 .°114 .11111111111,,.4111%101:.. ......„,../....... ® 411111 ai'a" NC •� NUT /10,(7,-- 411. 41 • ....,O . . 7,. •,..,.•,:..... . - V':„7:' tures can be made smaller resulting in crete elements be anchored 7 . significant savings. to steel reinforcement. The MD wAL series inserts are made with rebar 9y' ' EASE OF ERECTION slots to allow such anchorage. :lc,. The double slotted design provides ,,� ,.z.,_.-N. ...4„,....,....., unparalleled erection tolerances. The �IISI� �v. •- built-in�a" nut can be moved either Hot dip galvanized. `�fi' ='` .$ Rtt vertically or horizontally to allow for '' ;, �#� field tolerances making the erector's �' -- " Fa i;. job easier and more economical. ' s' .t SUITABILITY FOR USE IN I. . g /1 v;.t.., 1(S t''x.'`.lair 4 SEISMIC AREAS , ti Rebar •confi uration ,A4,..' -' ,` tion to the free movement g3 ,t z1 'building code seismic design ardynr►� with v 9 g Model6MD350. -;. .. '"`a require that inserts in con- - 41 r y , fto YyY (jt a,41): , . ' ( --it,: 4 z. ty - - 4t `j 4 ,. -. r - k. ..7 - r L ✓ ,,.a,"�y4,y" t. c.ti'{. j ,- l.S.y`Ry[ t _ ti .)LdsvM zt' r },, -e.4'..au`-I,L.X' , ��11 r=CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 171111�I�r� 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C2.4. CLAI RFK P A C- I C West Sacramento,CA Date: Mar- (916)371-0305 By: GAU&111111/ CONNECTION NO : V 0 PANEL : 2F40B hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS. FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 7.22 0.40 0.00 7.22 0.40 0.00 SEIS VERT Ev=0.5*Ca*I*D 1.30 0.07 0.00 1.30 0.07 0.00 SEISMIC IN El 0.00 • -1:53 0.00 0.00 -4.59 0.00 SEISMIC OUT Eo 0.00 1.53 0.00 0.00 4.59 0.00 SETS LONG El 0.24 0.00 0.00 . 0.72 0.00 0.00 WIND IN WI 0.00 -1.30 0.00 . 0.00 -1.30 0.00 WIND OUT Wo 0.00 1.30 0.00 0.00 1.30 0.00 VEHICLE IMPACT I 0.00 3.73 0.00'' 0.00 3.73 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt III VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 10.11 0.56 0.00 10.11 0.56 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 9.96 -0.98 0.00 9.96 -4.04 0.00 1.2D+(1.0)(Eo+Ev) 9.96 2.08 0.00 9.96 5.14 0.00 0.9D+(1.0)(Ei) 6.50 -1.17 0.00 6.50 -4.23 0.00 0.9D+(1.0)(Eo) 6.50 1.89 0.00 6.50 4.95 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(El+Ev) 10.20 0.55 0.00 10.68 0.55 0.00 0.9D-(1.0)(EI) 6.26 0.36 0.00 5.78 0.36 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3Wi 8.66 -1.21 0.00 8.66 -1.21 0.00 0.9D+1.3W1 6.50 -1.33 0.00 6.50 -1.33 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 8.66 2.17 0.00 8.66 2.17 0.00 0.9D+1.3Wo 6.50 2.05 0.00 6.50 2.05 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 8.66 6.45 0.00 8.66 6.45 0.00 1.4D+1.71 10.11 6.90 0.00 10.11 6.90 0.00 • t FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. P CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 _ i17Ifl1Wi=Ii 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: ('2,S: CLARK P'A C/ F I C West Sacramento,CA Date: Mar-04 III (916)371-0305 By: GAU& BC CONNECTION NO : V 0 PANEL : 3F40B hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 7.74 0.44 0.00 7.74 0.44 0.00 SEIS VERT Ev=0.5`Ca`I`D 1.39 0.08 0.00 1.39 0.08 0.00 SEISMIC IN Ei 0.00 -1:69 0.00' ' 0.00 -5.07 0.00 SEISMIC OUT Eo 0.00 1.69 0.00- 0.00 5.07 0.00 SEIS LONG El 0.25 0.02 0.00 0.75 0.06 0.00 WIND IN Wi 0.00 -1.31 0.00 0.00 -1.31 0.00 WIND OUT Wo 0.00 1.31 0.00 0.00 1.31 0.00 VEHICLE IMPACT I 0.00 3:73 0.00 0.00 3.73 0.00 IIIFACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 10.84 0.62 0.00 10.84 0.62 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 10.68 -1.08 0.00 10.68 -4.46 0.00 1.2D+(1.0)(Eo+Ev) 10.68 2.30 0.00 10.68 5.68 0.00 0.9D+(1.0)(Ei) 6.97 -1.29 0.00 6.97 -4.67 0.00 0.9D+(1.0)(Eo) 6.97 2.09 0.00 6.97 5.47 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 10.93 0.63 0.00 11.43 0.67 0.00 0.9D-(1.0)(EI) 6.72 0.38 0.00 6.22 0.34 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3Wi 9.29 -1.18 0.00 9.29 -1.18 0.00 0.9D+1.3Wi 6.97 -1.31 0.00 6.97 -1.31 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 9.29 2.23 0.00 9.29 2.23 0.00 0.9D+1.3Wo 6.97 2.10 0.00 6.97 2.10 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 9.29 6.50 0.00 9.29 6.50 0.00 1.4D+1.71 10.84 6.96 0.00 10.84 6.96 0.00 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. CLARK PACIFIC PROJECT kJ kS+4 IJ&TO,J SQ,IA-g JOB 0041 11 I1980 South River Road CONTRACTOR s W SHEET co. West Sacramento, CA DATE ilk? I /pq • CLARK TEL: (916)371-0305 COs4t_ICCrtoU PACIFIC FAX: (916) 372-0323 By €G CHECK coil, eon (WI * ) 91.t.7f0-`I (pK JCP) dPeu = I1 4k- > Vile c94 5 r~ C,ouo 0 M CocI pec,ri c . ) PPI►-� � l u� r eyrt3co 7 par '0..3)(0(9 ic)_ • 21 2.63 _ Z`i 24 tqQ Z 90-Z 1.-P 2 C c1,3) dret,g coits)(400:00 owo z z1_34 #)c„-- > ¶O5che • CLARK PACIFIC PROJECT WA-coilQGronl SRk/f2E JOB 6 oo 4 ;, IIrn1IIiII1980 South River Road CONTRACTOR HSW SHEETWest Sacramento, CA DATE I1ke 1/ba • CLARK TEL: (916)371-0305 001JECTIOnl FAX: (916) 372-0323 ©®PACIFIC BY t c 'CHECK !A►VEL �M6&D ?kJE-L Olt Cb it ggWneo& V Fe rIc t FOei,c S OiL', 9?v s t9. 3 k — CESi Tb 11; e.g.-6'17i J As z t.7.1! 64 = 0.Z0 ill-L. 1%J 2 'Z-1,r.4 rRD)(tc,0 c//re. t 2.x n,ZC r OR k60.• Z1.6 I` 7 40,695 k O.k . _14E-GAL 11'VE 13 firetwG 0.466" 14"x--0.4613' LO JS6ev441 V kOf 1 h<c,yriE r: IS bisIre. -'';� 'adtb%4 l z III - I' 2 l}�_ (o.46t3 '�2 t 1•z� I 2-t 0,a6 �- x,,13 It. G'rt¢ ' , m. x.13 = 4.35 1"; < o,71C (0)Grv4 Its i 2.3$ psi OCE L S-x l k s/l 0/k) 2N$- z" orS114v cis 2 w 4 - 1i ATE 1t elu.u,cf e-�11- 42,- ►0,34 kf8) -Iv- l 143 (P ) 0 oigp\ _ i. 60,121,04 - L h tP E to Iv' N Tit.. 10. 4 klf: 21.10 fa z / hi.,= 0.4 { 36 k 1 ,2c x � - 3GA,sk" 3-1,Et4k „ 0,V :. VSE rt„ 11/4u rill , CLARK PACIFIC PROJECT INM if IN Gfo►) S Q A,Q,E. JOB 6 Doo I� 7 ','�1 West Sacramento, CA AI- 1980 South River Road CONTRACTOR 5 W SHEET DATEGZ•g / TEL: (916) 371-0305 GO NO EGt✓t0a nee /k4 CLARK PACIFIC FAX: (916) 372-0323 © © BY D G CHECK ,j 3.10" 4i - 11.43' v i X = 2 '`3 k 6.S _ 3 3 u A I t Id id u Vt= 11.43`" ��`5 / Nroe= 11,43 (1o, -3•g) =17.4414 v t : --- 4- Z ir 3'732 x = 58,33 141 s Zx 2 t 4- 3 4 Z,G2 J 4 Q k,1,s1 toS•4 ill Te 16s,21 ih' i.j tiz. c" = CI-s16S'4 ickZs1Z ) A... ( 1110 k �s,1,6 S•z31 = ' 11'`/i4 < 6•“ ttitN • Foe 1C .a. ()ILL GoLot1n1 EH{,EII ,6•t I1Si, Ix" ' ,1-$i, gv . 11,414 1,30 t4.60- III 14.62.6 `' 0 J e" VI .= 14,'6(c'4 Att is I► VM roa = 141 f S6 k ( 6,1Tt I: Ix 2 x = Z- 2 k 2 t0 IN4/i41. S _ 2 Y 2 k 4,1c2-= go,2= ,Ny 1",.� TP z to6.2t ii•,d/jM� v� = 14.86 .t (7Obe w"�)('Q-5'5 z 1,1,35 k `{ ,��1 ,' 1Ob.Zs 4.1z VX. - 1}0,134 k Z. = 141 106,2f x2 R GhY2 vy'��`z. 01-1g2 1,61�� i 11,4-7 1c CLARK PACIFIC PROJECT I4klifi#J6,117ti1 SQ,J}itC JOB Geo4 „mil.•,_ n ®'',I 1980 South River Road CONTRACTOR ' s W SHEET G 2i4 West Sacramento, CA TEL: (916) 371-0305 DATE K� 4 III CLARK. GoroNC-C IOQ © 02 PAC'1 F t C- FAX: (916) 372 0323 BY L c CHECK 1N X tate. SNA t,ourcut < tO 5Y FR-OM 1l•IE F0c.F PF CoWn" r l e , > Ou t 1 L` x z co •At le cVe,<= 0,85 x 1 k4sr v3.26- K- 1 019D �klo... '144�-> Vx4= 1.6i k 0,14 42‘/C w• 0,85 K eta()X O )5' 0 0 e VIM > UL4;y.. i-35 k 0,t 1 c - 0CKx 011 k" CO - 1%,eC64 (tu moy 1obIRecns-, ) > I.¢1 le 0 , ‘.51( k 4" [0,q31.` 0 / O I' r?IIO,� t~RI = I0.Q3A 6 11-, 6Oliev 0 lZz = 11.66- 10183 c (,,e)-3''' O O 6:13" IT,66" r 3-1-cit 1 .0....11 ,z.� 'I R _ 11.46kII S -6. 315.;c _ 11, 1k _, �_..�_ _.. _ I �,S p 46•IS 4t•s,}w,r I 11-1 1 ,, w CLARK PACIFIC PROJECT IAA-stilt,'c,To 0 S0.v1►'L6 JOB 6004 � � ®1' '1 1980 South River Road CONTRACTOR � H S W SHEET �z•10 West Sacramento, CA CLARK TEL: (916) 371-0305 'W.0 DATE hG�e Z PACIFICC r O N �L��O� c CHECK FAX: (916) 372-0323 BY (� toe r1` 10 x Vz. r,1 = 12. --, = 0.1444 2 H p 36 k 04- t02 r_. 4r0 i." 1 Hi r 3 6 Y o,c-6�-o -3 CIO If,/ L - VW0 11 -1 Mp .. ... 1-4-CO 'c' 0.14 { t+ I/0- / 3 ( t a 4ro Y (ioti0.s ) klIbko,c) = Illel L`. : ci-op0vy 1 -3 ` 51-000+c0,144 i v3(loto.S`�)(lokos -Soo et h. . O,q cJ k C ac0 — ( Aco--too) w 1,41 - Isle � 1"4,4.2-t > > 1%.514'w 0,14. , f III .•. JsE 1� 1pkI514A/► tit Cita a - I sit A 6 /16 V. fa It F OK Fay CaMd 41—k n t To (2 i/max to ugi.. = C711)5(o5t.) zz.so tail- (2 F.A_ z 6-0")/(1.--;c1) 1I.25 iu3 00")1-69-G5 4- et i • y 4_ CLARK PACIFIC PROJECT WftSNti..3f ;3,;3 Gtr JOB ! I n� �...gid, ����I,I 1980 South River Road CONTRACTOR HSvJ SHEET ii I West Sacramento, CA C � • CLARK'.I TEL: (916) 371-0305 _ Goht0Fcr o 3 DATE el.09. P A C I F.I C FAX: (916) 372-0323 BY ptvi. CHECK (,pN4�tCT'1a1�•1 3/4" CSR ,�-'' j Ij ,_._© (NrS� I 0 f 5/8 x 12 K Zr'4" '`� _ '/a_S/"0x Ba/'io�r �tk TY P• > " 1 • 546 ✓ .; 3/6V i Olz /bx6x 16 u GI � 8X4xs/8x � '-3'r . .. , ... .r ,. - . - - -, --..-- --- . -. - . - 10 . - . 1 - .---g . , .ii-.,.. L. . —÷---. Nmow. 5./0, 5 ClA• > • -� _ 0 ........... .. ,, . • . .. __ _ • 11 ,. ,..-1 , , .... , /... 11 . . _ . 7.6 .. . .co ,.... . . L _, , . ....,. • ,. , 1 0 ----A,:,,, . ,.1 ., ,_ ,/,I. . 4 =.....--.., ______,.... .... . .' ... ..' ' .'i -. . 1 = ' .. . y r l� , -ti ' a 216 —IS Or ___41kr• ___ ____ . • 1611 i I 41) 1 9 «!4_11f±ial... 1 ZIII ! 041 � v 1 l�l��r CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA - A Job: 6004 i1 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C.3,( CARK ""-LC' F ' C West Sacramento,CA Date: Feb (916)371-0305 By: GAU& CONNECTION NO : © PANEL : 26'-6"COLUMN COVERS hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SETS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SETS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 14.20 -1.03 0.00 14.20 -1.03 0.00 SEIS VERT Ev=0.5*Ca*I*D 2.56 -0.19 0.00 2.56 -0.19 0.00 SEISMIC IN Ei 0.00 -2.69 0.00 0.00 -8.07 0.00 SEISMIC OUT Eo 0.00 2.69 0.00 0.00 8.07 0.00 SEIS LONG El 0.00 .0.00. 2.69 0.00 0.00 8.07 WIND IN Wi 0.00 -1:37 0.00 0.00 -1.37 0.00 WIND OUT Wo 0.00 1.37 0.00 0.00 1.37 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt III VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 19.88 -1.44 0.00 19.88 -1.44 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 19.60 -4.11 0.00 19.60 -9.49 0.00 1.2D+(1.0)(Eo+Ev) 19.60 1.27 0.00 19.60 6.65 0.00 0.9D+(1.0)(Ei) 12.78 -3.62 0.00 12.78 -9.00 0.00 0.9D+(1.0)(Eo) 12.78 1.76 0.00 12.78 7.14 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 19.60 -1.42 2.69 19.60 -1.42 8.07 0.9D-(1.0)(EI) 12.78 -0.93 2.69 12.78 -0.93 8.07 5. GRAVITY+WIND INWARD 1.2D+1.3Wi 17.04 -3.02 0.00 17.04 -3.02 0.00 0.9D+1.3Wi 12.78 -2.71 0.00 12.78 -2.71 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 17.04 0.55 0.00 17.04 0.55 0.00 0.9D+1.3Wo 12.78 0.85 0.00 12.78 0.85 0.00 I • t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. CLARK PACIFIC PROJECT IN4S4{I1,36,rob SQclhe4. JOB 6, 004•������40 ®� i 1980 South River Road CONTRACTOR s SHEET C 3,Z il West Sacramento, CA DATE CLARK TEL: (916) 371-0305 r✓oNNFcr/ON Z-04 PAG I FIC FAX: (916) 372-0323 W BY j('_ CHECK tt.EA-elger L T¢Y L cbk4kS/r> ,1" 11311 im rilr 1-(w= 1'3.`88 x 3 -. I,Izc - 3},z$ 44 I 'V_19,13$'` Fc,wiDhi �. II-1° =lcu 1 et No . 40,1x 36 N. IC'k °4751- 41-.461cI' > 34.2G`'4 0A osc L sk 4 x V46 11-3i1 wst44 L. TO cO )rid Eht1E0 se fv RI_ 2v RT Q, IIII,ll, 7 R.1. 0 14.60 —1.q2 46.01 5 6 `' S 5/16 V 3-1) 3 3 V1: (?-6(0t4 — n Vx = 5� IC Vz- 1,424-16,0-Pt♦ Z �e, 4 ;jam H13_ 4Se 1ti3 =24421 K11 / IS'r N 11.60 x 1 =56,8'`11.- l .4zk � 6q�4� k4 q 11roq r 9,01- xq c32,70 ku ,131 = 1•01 kiim < 6-1G I"/ Foe Vic. a1 ox - SEE cortP, Dorodi` FoR CA.l.Ls C ere. 2 • V7:-. g,4 °31( x,11 hX : IY4Ok311,44k4 - '36, 6 ,',.2s 2,61 k/iu 4. 6'Y6 4/111 r-0a 7 A 6 b.. 0,1.4... sic c�,n1, ovi*z•f' F�4 GhLGS CLARK PACIFIC PROJECT Wksiiloam Qu,rfil JOB 6004 11h ,�Iii.i.-i 1980 South River Road CONTRACTOR I..t S w SHEET X3.3 West Sacramento, CA DATE CLARK TEL: (916) 371-0305 (A N N eCTI OO\ �/ 2-04 PACIFIC FAX: (916) 372-0323 v BY ;c, CHECK GOLVhN 0-16CtIt 0 10 0 FT = (.4z-x 1.3= 1,8Sk s„ — RI_ = e,0-4-% +.1:: 10.44'4- i 0.44" 11 id 14 0 Q./ - t2.6) 1'1'1-7 2s.45" 3 eT = 9.4gx 0 = 12,34 calie I Dot Toev r. G . 2C'45k3 _1141x _—r--� T 6) 1►•4 /L=5.741( 5041c' L. ct---- C %,O 1.5'/ 0 , a •I10" 5tr© 10`Q. -17.4664 . 0,46; 5.2464 saite` 043`e 0,41K ovE To tar m V 0.06+5`` 0•%3314- 043iti j.066 14 Z.I ok � 2404' a � Toe1. T < < - 10.4pk3 _ z1�4 0 ' ei e Of k a• 764' 2.600" 2iA2 4 flukt. L0441 ST,tC) — Goo., T = 5. 240 4. O,*eif t 1.,606 r g, b 6 `t 5 - ix - 10.4.1 1,31 u 7,7"17.7.747 ,:' CLARK PACIFIC PROJECT W1541/4 ;0N setakci JOB 6004 IIllBe 1 ,i 1980 South River Road CONTRACTOR K sw SHEET C 3•4 West Sacramento, CA III CLARK TEL: (916) 371-0305DATE Z_0� PAC I F I C GONNf Gfl0r�.1© CHECK FAX: (916) 372 0323 BY it G CASE Z 04`` 6.44u T=C= Zr�q 3 =11.4�'� Dot To eV •,.51 1•S" A 01 ' 5" 1011 0.466k 5.2454 5"2414 0,466k 1234/z: 6.1 k 6•Ilt o,60" 5,1,68'` c".1‘,8 k 0,f0`' pI10At. LOOMS VIl = z t, s.lgk 0 c,rJos Oki kW/ /it p= 2 Y!g 4 1.26-= I1,26'f Owur 2 TbP rl+obE.E. Cr✓os E N P Oie /-p= 15`/3,3 6 — 17 ).1 -. Is o 1 4f, v 0.6s - tS'r &ox 6oo0A10; 31,14 4 > 8,(4.6`c ( 10,613'`, o'tl oixm,6Sx 840 X O,SI )+ I ),- 61f apo 410.1 =17.41'4-, 3 g`` ,1 Vcs _ 0,15 N-0,11 ),Co = 1i•1)(" couc_, c-d,,, )144 1X6'1. l 6'k ( 3,tg 1.31CASE I --- o V (.6.666 ' 1:41 -I' (2,443 1 727.7—ii "0,1g < 1.0 '0.Lc 0.6S 0,6S 0•65- t- 1 (o.Gist.G� + 3,1� 10,20 G (30 D,u• o.6sSI./4 RAI 0.6C 0.6 S ,", USF S — 9/ C/ >r 85A4 M• , ,`4,4"ir-3• F:.1_.";. CLARK PACIFIC PROJECT NASHlpGrorJ SQvtoti JOB 600 4 IlniW .�.� 1980 South River Road CONTRACTOR 4 SW SHEET C ?,r 'l1l West Sacramento, CA CLARK TEL: (916) 371-0305 GONNiCTIN DATE 7_04 • P A C I FIC FAX: (916) 372-0323 v By 11,c CHECK tt SrzE 4.SZ" Atli" �i 5-� Is�� Rv = 14.%o u boa, To Qv a t0` Q t• Q.11 k T. �0 ,t 5 0,11 " 8.06" 4.04k 0,111` r=C - tY'�O}� = 9,SZ`t roan /r/-1------...._ IIlillt 14 't6-Zo4K" ii =s,42a ic" buf To Ra. 2``,064. 2.06" 1 T , ,, 't 1 _„,..„-RI\I il„,......._ it 1 1 1 4..,,61/4,- Ill 11h,r,, _ 6-204 k I.&iz -:,456 k TRY Ij. 12 k S/Yo r L qNi, = 0.�x 36 X 17- V0 11.04 � 1.6(G4.4. 0`4 . uset. I2 Zr'4 ' k T/$3 4 w E' -two?'u c L TO P ira i- -ti E' I --_, de rz i = 9'-q B u 5ti6 i F's _ 1 . °.‘16k114) awe r5t6 b o ,u III " ` CLARK PACIFIC PROJECT Wpr sill Nryfonl Ss4t/ 4 JOB 6 004 �,In]���l' ,,' 1980 South River Road CONTRACTOR s LJ SHEET C 3.& West Sacramento, CA DATE •, CLARK TEL: (916) 371-0305 CUA 1J trcT10'1Z 17Q PACIFIC FAX: (916) 372-0323 3 By c CHECK PW c/ 3-16`>'LX41A6 U. c/o eek q Our of rLru _ R*c(crco c 4-C-0etI d'Vt- = 0.qk@:(011 )v60 t 33,454 > 1.3 a ?,4? lz.3ak O IN curl _. tzgSt act e7 sPnt O G= 0,5E4 10(0 ke3K0a.0) XI VV4000 I>ftoS_ 7c.$04 7 1.1k 3,O = to.4vt 0 - v,B V loc .-O.< — ( N-o R44 C t t-rG) v$1: _ tibkc+ KulL C/w 3 - 1716 )4'4Y" to,s . caw Z 4 S f CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AR Job: 6004 ii 11= 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: ( i.z CLARK "A ` ' F' ` W.Sacramento CA 95691 Connection 3 Date: Feb-00 (916)371-0305 Weld Group Properties & Stresses By: BCW GkSC 0) PROPERTIES ABOUT X-AXIS ELEM. V or H L in X in Y in y in L*y c in L*c2 lo 1 3.091 2 H 3.000 2.000 3.091 28.661 3 H 3.000 2.000 8.000 8.000 24.000 -4.909 72.298 4 H 3.000 10.000 3.091 28.661 5 H 3.000 10.000 8.000 8.000 24.000 -4.909 72.298 6 V 5.000 2.000 2.000 10.000 1.091 5.950 10.417 7 V 5.000 15.000 2.000 2.000 10.000 1.091 5.950 10.417 8 9 10 E x** .,,i‘4,,,,,,,,-,-'1.,:„.*:ittenirg 1,16}x. , . 68.000 5 ��-i 213.818 20.833 Maximum Y = 8.000 in �F« ti x _; x : _�� _ Ix = 234.65 inA4 Y1 =EL*y/Lw= 3.091 in Lw= 22.00 in Sx1 = 75.92 inA3 Y2 =Y-Y1 = 4.909 in Nz V ,',1, '„ nt9; ,?<: } ,Vr : Sx2 = 47.80 inA3 TORSION: Jw= Ix+ ly = 1053.08 inA3 Cx= 8.636 in; Cy= 4.909 in PROPERTIES ABOUT Y-AXIS 1 ELEM. V or H L in X in Y in x in L*x c in L*c2 lo 1 8.636 2 H 3.000 2.000 3.500 10.500 5.136 79.147 2.250 3 H 3.000 2.000 8.000 3.500 10.500 5.136 79.147 2.25 4 H 3.000 10.000 11.500 34.500 -2.864 24.601 2.25W 5 H 3.000 10.000 8.000 11.500 34.500 -2.864 24.601 2.250 6 V 5.000 2.000 2.500 12.500 6.136 188.275 10.417 7 V 5.000 15.000 2.000 17.500 87.500 -8.864 392.820 10.417 8 9 10 E OWt'' :#044#10 r , , `„. z4, a.. 190.000 itiftWAr 788.591 29.833 Maximum X = 15.000 in totwea,s s xx: -; . ;',.4 Al ly = 818.42 inA4 X1 = EL*x/Lw= 8.636 in Lw= 22.000 in Sy1 = 94.76 inA3 X2=X-X1 = 6.364 in 7-,31,4,-4,..r-v.--T,kg ; ; 4' .--,,.:,.,„;:n,.-,i,,, Sy2 = 128.61 inA3 NOTE:X &Y COORDINATES REFER TO THE LEFT OR BOTTOM END OF "L"SEGMENTS. ' APPLIED LOADS: Fy= 19.60 k Fx= 8.07 k Fz= 1.42 k My= 24.21 in-k Mx= 64.48 in-k Tz= 32.28 in-k DIRECT STRESSES (k/in): X-DIRECTION: Y-DIRECTION: Z-DIRECTION: fvx = Fx/ Lw = 0.37 fvy = Fy/Lw = 0.89 fbyz = My/Sy= 0.26 (Min. Sy) fix =Tz*Cy/Jw = 0.15 fly =Tz*Cx/Jw= 0.26 fbxz = Mx/Sx= 1.35 (Min. Sx) Ex=fwx= 0.52 Ey=fwy= 1.16 fvz = Fz/Lw = 0.06 Ez=fwz= 1.67 COMBINED STRESSES: fw = [fwy2+fwx2+fwz2]'2= 2.09 k/in II CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AR Job: 6004 imii •a; 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C 3,S CLARK P A C I F I C W. Sacramento CA 95691 Connection 3 Date: Feb-04 • (916)371-0305 Weld Group Properties& Stresses By: BC c ) PROPERTIES ABOUT X-AXIS ELEM. V or H L in X in Y in y in L*y c in L*c2 lo 13.091 2 H 3.000 2.000 3.091 28.661 3 H 3.000 2.000 8.000 8.000 24.000 -4.909 72.298 4 H 3.000 10.000 3.091 28.661 5 H 3.000 10.000 8.000 8.000 24.000 -4.909 72.298 6 V 5.000 2.000 2.000 10.000 1.091 5.950 10.417 7 V 5.000 15.000 2.000 2.000 10.000 1.091 5.950 10.417 8 9 I 10 E1401 U 0116 *OM ,. k41A 68.000 '00.10:4, " ` 213.818 20.833 Maximum Y = 8.000 in ,,, ; :,,,,,,,,,„, , ,,',44,%; ,.,. Ix = 234.65 in"4 _ Y1 =EL*y/Lw= 3.091 in Lw= 22.00 in Sx1 = 75.92 inA3 Y2=Y-Y1 = 4.909 in ,)':i,:,::,- :,. s, is :1.1.). -:--:& Sx2= 47.80 inA3 TORSION: Jw= Ix + ly= 1053.08 in"3 Cx= 8.636 in; Cy= 4.909 in PROPERTIES ABOUT Y-AXIS ELEM. V or H L in X in Y in x in L*x c in L*c2 Io 1 8.636 2 H 3.000 2.000 3.500 10.500 5.136 79.147 2.250 3 H 3.000 2.000 8.000 3.500 10.500 5.136 79.147 2.250 III4 H 3.000 10.000 11.500 34.500 -2.864 24.601 2.250 5 H 3.000 10.000 8.000 11.500 34.500 -2.864 24.601 2.250 6 V 5.000 2.000 2.500 12.500 6.136 188.275 10.417 7 V 5.000 15.000 2.000 17.500 87.500 -8.864 392.820 10.417 8 9 10 E l',' 788.591 29.833 y 1\''','.U4 Fr r '''w" l t Y,lt 743-"," ' t `', ; - x,.><_: i! :S= 1...". . �,� ; 190.000 �����tA: .<n:. Maximum X = 15.000 in = `e".1`'' Fti +, ;: 3 ...:-1-'6004M1,. ly = 818.42 in^4 X1 =EL*x/Lw= 8.636 in Lw= 22.000 in Sy1 = 94.76 inA3 X2 =X-X1 = 6.364 in T.4,-, ;;,ai';'',-°"-','-. •.,'z '-'-$ r s, Sy2 = 128.61 in"3 I NOTE: X&Y COORDINATES REFER TO THE LEFT OR BOTTOM END OF"L" SEGMENTS. ( APPLIED LOADS: Fy= 19.60 k Fx= k Fz= 9.49 k My= in-k Mx= 96.76 in-k Tz= in-k DIRECT STRESSES (k/in): X-DIRECTION: Y-DIRECTION: Z-DIRECTION: fvx = Fx/Lw = fvy = Fy/Lw = 0.89 fbyz = My/Sy= (Min. Sy) ftx = Tz*Cy/Jw= fty =Tz*Cx/Jw= fbxz = Mx/Sx = 2.02 (Min. Sx) Ex =fwx = Ey=fwy= 0.89 fvz = Fz/Lw = 0.43 Ez=fwz= 2.46 COMBINED STRESSES: fw = Ifwy2+fwx2+fwz2r2= 2.61 k/in III A .'- CLARK PACIFIC PROJECT wAh�IlfC,Tbu bowys JOB 0004, 4111111111(ill- � 1980 South River Road CONTRACTOR 1-1,5i3O1-1,5i3OSHEET Ci4 O West Sacramento, CA W • CHECK CLARK, TEL: (916)371-0305 N� C���� (+ BY ( IDATE 2_0 PACIFIC FAX: (916) 372-0323 ._�. __ C0141Ec - goo 4 0 R 5/8 x a A 2 Lit." ►+:,o ti %Vo= 11-04 W/8- yatt 47 x 8 V t 'p, ....... A ', 5 b t, C1 C-9 o Pr15) a /1 iv III irT ® 1-1 4.it-4-$. tits- _— i , . , .1 4 L 8x4 x I_ x 5,1 0 R 3/6 A f,,ck' E.vP1 FrrP w F62ts I K2 3/4iiCt 1_51/411 1 0 CNrY) ( N r ) 411 CI 1 . /401.0011.11•16W.. `11*..i.10' i ,. .r:: .tC77"..'146 ' .**..... .....0 • ,,1) ., - ' :- MN .' \ fir, 11 1; I 13'1 . 0 N . ii4 3a a . . 1 • ISib 1 491 . ' • _-, . 1 'F''''''''''', r . A..1-4 , --9- p ?/Ab y Al © -�P, 2 • ..:"....._._____ ______L__,. / ,......1 4 CY ' =_ip I 0 ._ S _ _ _ 1 ---i� �,�,_=CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 111111111161 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: G 4, CLARK P A G I F I C West Sacramento,CA Date: Feb-04 (916)371-0305 By: GAU&BC CONNECTION NO : 11 PANEL : 26'-6"COLUMN COVERS I` hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp I SEIS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 1 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG 1 GRAVITY D 0.00 0.52 0.00 0.00 0.52 0.00 SEIS VERT Ev 0.5"Ca"I"D 0.00 0.09 0.00 0.00 0.09 0.00 1 SEISMIC IN Ei 0.00 -2.06 0.00 0.00 -6.18 0.00 SEISMIC OUT Eo 0.00 2.06 0.00 0.00 6.18 0.00 SEIS LONG El 0.00 4.56 '- 206 0.00 13.68 6.18 WIND IN WI 0:00 1.33 0.71 0.00 -1.33 0.71 WIND OUT Wo 0.00 1.33 0.71 0.00 1.33 0.71 0 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 0.73 0.00 0.00 0.73 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -1.34 0.00 0.00 -5.46 0.00 1.2D+(1.0)(Eo+Ev) 0.00 2.78 0.00 0.00 6.90 0.00 0.9D+(1.0)(EI) 0.00 -1.59 0.00 0.00 -5.71 0.00 0.9D+(1.0)(Eo) 0.00 2.53 0.00 0.00 6.65 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 5.28 2.06 0.00 14.40 6.18 0.9D-(1.0)(El) 0.00 -4.09 2.06 0.00 -13.21 6.18 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 -1.11 0.92 0.00 -1.11 0.92 0.9D+1.3W1 0.00 -1.26 0.92 0.00 -1.26 0.92 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 2.35 0.92 0.00 2.35 0.92 0.9D+1.3Wo 0.00 2.20 0.92 0.00 2.20 0.92 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 0.62 0.00 0.00 0.62 0.00 1.4D+1.71 0.00 0.73 0.00 0.00 0.73 0.00 0 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. l'I-VS4'-'41.-"'---'1' CLARK PACIFIC PROJECT Wkcs 11,36tflu s av,teE JOB ;DO/ I ,�' I 1980 South River Road CONTRACTOR 1111n1 4 sw SHEET cQ z West Sacramento, CA DATE Q ,yo, • CLARK TEL: (916) 371-0305 COM IJECS OEI P A. C I FIC FAX: (916) 372-0323 BY g c CHECK WELbS CIAPL 'To c.vWhN 1✓in 11( /+ .�-� 14.4 0`` a id ?sl I > G/16V t_6 k l k Yz x o'-S." r VX = 6.1lb'` 2kz)c h< a VZ ` 14,g0" H : 14,4oYo'1( =3.6 ." ;c.,, S,tY1/4- /i4 G Q,, 6 41;4 roc 5/16 D. 0,it WGLLS - Co P L to Is , t • MI oI. p : q•A Ti.I 6.lS1I _ Z61 °liN < 6C6 al .c 6.1 04/i0 lc" 6/1641,. 0,1•c, 11, I L Crtf ac kcwtie L /6kq X ly2 vo -5�/ ' 1 4.01'4 1 1)3f L 16 1;a 4 t/Z x of-s'+ e.re ca17(, oJcttir r of ClrLGj 0 `i'in ;• CLARK PACIFIC PROJECT Wkth1NGfn� SQ t/frit( JOB G 004 1i� h t 'IiI 1980 South River Road CONTRACTOR H Sw SHEET G4. West Sacramento, CA ' CLARK TEL: (916) 371-0305 r 0oNv.c io►0 ® DATE (`E a zgOCI • PAC I F. t C FAX: (916) 372-0323 BY Kc CHECK o.r of r(AO e _ t esfss*a ay can n-rs 3 �g�tf`-`✓T. I d /�, I 4.-n k = Z� hex 3.IVISZ+ 2k 3.1`3 sk 4.��i t j, Sx4,3}ia —4,- 1" , 1, 4- c.,-,1,,,,,,, 6 x.14 i /2 2 -1 f f-c 0.$s> 1 104y6l-,Q4x V4oao1kCO -' 14,40u 7 f•3Y6.Ici .,. 53,0,140,4 tU f't e — eistcTEp til eF-aR-tf 0 T = 0,1x 640 K Z 0,20 . _21,6`` > 14,40`` ©,tic . S715fl.Z.C4'+ .44v 1 0.7a II o.IC" /t4. V • 1 . 1 • s ill,.t4(H4= 2,64 )(0, ° 11(5ku h,a it 6k6 k-5/45 Viet -O. ( 36 x-(, x °'...1“7 “S = 6.S3" 1,16 u" 0,1t- JSP ft. 6 k6 x s/g D`c., e t1S — 2"k 1114 Cly ? #4 W t✓u s Ts To r—4.— 1.4113C t,d11) _11. 1 1-11k v v <Li 3 � _ .113 ,.j�h1 c'v, C3'�1 )7_4,(6. 1J I•ZZ �/i'u L 560 Vii„ roe ltz ,Z A 0.I/ • West Sacramento, CA �: CLARK PACIFIC PROJECT IN lt-Sl1 NG.(bj1 SQu JOB 6 as c� 1980 South River Road CONTRACTOR L I Sw SHEET G �{ I �1 �' �'I�) CLARK TEL: (916) 371-0305 /491,M Ec F!o v III DATE RE4 7 6100 PAC t F 1, C FAX: (916) 372-0323 By fi L CHECK TS /K w n E rc A 1(4 k V4 526" N ri�4 ��ff . \ l 5.2st X3 = 15.64wu pv i \ N H tr,s5q.4- P . 4,1z'" , V. c'1. aik46 x 4,n- .. zos.161/4" > Ir, 64,ti 0,14 etS'L . tom" > 4•1Z- 0,k ( cry t,eFejr- rrG-E 1-4,1) Pk H vt 4 42- 1- tr = O�Og G I,o O.Lf24.40Hu zOkZ zoc,- 1.6• CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C4,6 PACIFIC W. Sacramento CA 95691 PLATE BENDING ABOUT STRONG AXIS Date: Feb-040 (916)371-0305 Conforms to AISC LRFD Second Edition By: y Flu SHEAR PLATE DESIGN Ftlu Ftu Lb Lb 1 x b (UNBRACED LENGTH) (UNBRACED LENGTH) CASE: 1 CASE: 2 ' (Compression Only) (Compression and Bending) E= 29000 ksi t Fy= 36 ksi Section PLATE GEOMETRY APPLIED LOADS b= 5 in. Ftu= 4.09 kips t= 0.5 in. Flu= 2.06 kips Lb= 7 in. Ftlu= 4.09 kips Mu=Flu*Lb= 14.42 kip-in. PLATE PROPERTIES A= 2.501n."2 Ix= 5.21in."4 Sx= 2.08in."3 Zx= 3.13in."3 rx= 1.44in. Jw= 0.21in.^4 Iy= 0.05in.^4 Sy= 0.21in."3 Zy= 0.31in.^3 ry= 0.14in. K= 1.0 KUr= 48.50 II �`'� NOMINAL STRENGTH PARAMETERS FOR COMPRESSION 4= 0.85 Ac= 0.544 ) Fcr=((0.658)^Lamda^2)*Fy 1 Fcr= *31:;81.x"5 ksi cl)Pn=0.85*Ag*Fcr==6759 kips NOMINAL STRENGTH PARAMETERS FOR FLEXURAL (I)= 0.9 Mpy= 112.50 kip-in. FOR X<Xp Mn=Mpy Mpx= 11.25 kip-in. -A.o < M 75.00 kip-in. FOR�, XpXr Mn—Cb M M Mr [2?,', 1 _ P�Y P P ( P ) r-XP J , = 48.50 ?.p= 24.06 FOR A.>.r Mn=Mry .r= 548.48 Cb= 1 Cantilever Mn= 110.75 kip-in. t Mn=`x:99 68 "' kip-in. CASE: 1 CASE: 2 Pu= 4.09 kips Pu= 4.09 kips Mu= 14.42 kip-in. 4Pn= 67.59 kips 4Pn= 67.59 kips 4Mn= 99.68 kip-in. PLATE ADEQUATE FOR Pu/4Pn<0.2 (Pu/2*4Pn)+(Mu/4Mn)= 0.17 FOR Pu/4Pn>0.2 (Pu/pn)+(8/9)*(Mu/4Mn)= NA 0 PLATE IS ADEQUATE CLARK PACIFIC PROJECT t. �// �"JC-�M �a :,-e JOB r�* I�li��I�®�II 1980 South River Road CONTRACTOR�`^' J�''� W :G SHEET �i/' �J, ,O West Sacramento, CAIp DATE • CLARK TEL: (916) 371-0305 COWUeC t OW S-0t P A C t F I C FAX: (916) 372-0323 '""'- BY FIN CHECK ,o 1414ECECTIO k Q . t L 100tdi 14 I Lb'Is t`'°`' ' 0475) 00 r2.s76" 125#1 5 3/t3" I Cts ® , 14....--.7.... va........„, e,..........40.(......................_____ I . Ly:, . .3 . 0 4, �r 1 ,70 ye, 17 ...),,,,A 0 3 aMT.5) 1 0 4110 • • • • • •J .. ,. / I 0 O i(►'tvtcTt -Dtyc'i toiv . u 15C2i- - 6%41 D 275 (� C2-2 `C 2-2,) © kip + 1m ° t.tu` (nvrv1 l-ob NGT . D 12 Cott, Roo) C), 4" 43 P+AVI'( HOZ wf 5I4lviny 0 F ' tt- 44 5L EP WA - I3/tbtt x 2" 51.0;-5 s 2- 1ji10"4) Kott ® ,/4" et VOL`- (COIL 02 11G' 0 9411 4 X 6" 0.-142"2-C4,05,6, Wry' 1,0c7 (41- tatr*7) 4110 C - F64 aR Mi. a-00) _--1 - CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 ii f�1rr-/illi 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C 5-I PLARK " ° ' F•' C West Sacramento,CA Date: Mar-0 (916)371-0305 By: GAU& CONNECTION NO : 1131 PANEL : 3F26B hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 0.28 0.00 0.00 0.28 0.00 SEIS VERT Ev=0.5*Ca*I*D 0.00 0.05 0.00 0.00 0.05 0.00 SEISMIC IN Ei 0.00 -1.17 0.00 0.00 -3.51 0.00 SEISMIC OUT Eo =0.00 1.17. 0.00: 0.00 3.51 0.00 SEIS LONG El 0.00 0.00 0.00 0.00 0.00 0.00 WIND IN WI , 0.00 , , ., -0.91 0.00 0.00 -0.91 0.00 WIND OUT Wo 0.00 0.91 0.00 0.00 0.91 0.00 VEHICLE IMPACT I 0.00 3.00 0.00 0.00 3.00 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCES IIII VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 0.39 0.00 0.00 0.39 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -0.78 0.00 0.00 -3.12 0.00 1.2D+(1.0)(Eo+Ev) 0.00 1.56 0.00 0.00 3.90 0.00 0.9D+(1.0)(Ei) 0.00 -0.92 0.00 0.00 -3.26 0.00 0.9D+(1.0)(Eo) 0.00 1.42 0.00 0.00 3.76 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 0.39 0.00 0.00 0.39 0.00 0.9D-(1.0)(EI) 0.00 0.25 0.00 0.00 0.25 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 -0.85 0.00 0.00 -0.85 0.00 0.9D+1.3W1 0.00 -0.93 0.00 0.00 -0.93 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 1.52 0.00 0.00 1.52 0.00 0.9D+1.3Wo 0.00 1.44 0.00 0.00 1.44 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 5.14 0.00 0.00 5.14 0.00 1.4D+1.71 0.00 5.49 0.00 0.00 5.49 0.00 III t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. i11��� .�CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 �11i� 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C5.0.CLARK P A F West Sacramento,CA Date: Mar-04 • (916)371-0305 By: GAU&BC CONNECTION NO : CI PANEL : 3F40B hx/hr= 1.000 I= 1.00 Fp(BODY.L)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp J. SETS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST. FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 0.40 0.00 0.00 0.40 0.00 SEIS VERT Ev=0.5•Ca•I•D 0.00 0.07 0.00 0.00 0.07 0.00 SEISMIC IN Ei 0.00 -0.06 0.00 0.00 -0.18 0.00 SEISMIC OUT Eo 0.00 0.06 0.00 0.00 0.18 0.00 SEIS LONG El 0 00 0.00 0.00 0.00 0.00 0.00 WIND IN WI 0.00 - -0:04 0.00 ,'` 0.00 -0.04 0.00 WIND OUT Wo 0:00 0.04 0.00: 0.00 0.04 0.00 VEHICLE IMPACT I 0.00 0.78 0.00 : 0.00 0.78 0.00 BODY FORCES FASTENER FORCES' 0FACTORED COMBINATIONS VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 0.56 0.00 0.00 0.56 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 0.49 0.00 0.00 0.37 0.00 1.2D+(1.0)(Eo+Ev) 0.00 0.61 0.00 0.00 0.73 0.00 0.9D+(1.0)(EI) 0.00 0.30 0.00 0.00 0.18 0.00 0.9D+(1.0)(Eo) 0.00 0.42 0.00 0.00 0.54 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 0.55 0.00 0.00 0.55 0.00 0.9D-(1.0)(EI) 0.00 0.36 0.00 0.00 0.36 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 0.43 0.00 0.00 0.43 0.00 0.9D+1.3Wi 0.00 0.31 0.00 0.00 0.31 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 0.53 0.00 0.00 0.53 0.00 1 0.9D+1.3Wo 0.00 0.41 0.00 0.00 0.41 0.00 7. GRAVITY+VEHICLE IMPACT I 1.2D+1.61 0.00 1.73 0.00 0.00 1.73 0.00 1.4D+1.71 0.00 1.89 0.00 0.00 1.89 0.00 • t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. CLARK PACIFIC PROJECT w �t�Ci �1 401/02/1 - JOB (0004,.. in 1980 South River Road CONTRACTOR Nty� SHEET t_s ii West Sacramento, CA lDATECiLARK TEL: (916) 371-0305 WrNeCn Cs) 3`.n4,.- PAC 1 F I C FAX: (916) 372-0323 BY per4 CHECK t1 01til LTl-Pet QgCP04i'L YH&gl-r RA= 0.3y,5,49 It) _ -1. iq 1c (.5ri, coati e Flig pE• ifill 9. q /41-x ti- x 51-(0a Rt- 5 PU= 5. ( Ca) 1 �� gas!' Ito, ouysitos.,35 , VYt X3.78 w IF—r vii-3e 4/101 (o (% c - o,81 ' 0.iE 2 o�a��. \It -(00)c 4 ' 0114 t" 14 S2 tC-ig 7 1577 Y-14 of �j, 314i1 (Z 1 94" 4' ftur . r 1 )). e k g� .i 4) � r (6,75)(cts110.4412 i�?) 14. 1 ci-. 6/b" 4' x 8 9/t0 sw ,--- / Pu= a`3)(4t--(00C,) 598 (6.75!)1(7) r _ V .45 ,I„ -/ 4' 7c, (6-(09)(4- (70-‘8107)(1) (5woNt700 ”' 561... X. P55 c 1o )( o' ,t)(o 31 'o ) t b-7 (covzi ) 1b,1 is ? 5,5 9 kc, cru- CLARK PACIFIC PROJECT (N/:\(vN!wztjok Q4‘).rafhJOB Goo et, Ii1111161- 1980 South River Road CONTRACTOR liiuyW SHEET C6 Q West Sacramento, CA DATE 05_04. CLARKTEL: (916) 371-0305 �UI4,EC�i4 G P A c F i- C FAX: (916) 372 0323 BY CHECK Nolo€ . tot4 1,120. i L0, V Z 0 5/ib 40 ife I , / S d . 1 0 . 4 4r—, 11,-77::::...Filik: ::::._ -..........:77 ,.,::-7.,% . co © ; 0 . . . 54. 4 S. rti. r A , _1 ,544 .....,_.;_iiir.......,,1 ( .• 1 01 i 1111r ,i ',Qv 11 . . . 1 7u i 1 0 1 i i ,: --- I ____tii_L_____4ii i .� It % , ' e---)4"--- .4' ..17.,40•771 ''. 1 L - t,__A L _ 11 , ..7..... . Ns*(":".3‘ Nt:42)).. '-k- - , -----------„...„.„7_,,' 4E) .-------„,,ovrom.rnm...............,.. cott3/4.4sxiZ cy,k4.4 if 6 a90-- I `.l2 sus''etxell '' &mc, c84o.cs R3/ ,c3� !� u © elle i • Q L 8,0 ;c I x 4'— to" (6 4u 1P PI, Ttt, 1-1O aE f a lai ! v� 2- 2 n 1-101/6v 0 2'1,c VI pt.,vi.G 1 m f'Acet 0 L 5.L3)L /po . COLI (bE Cr•I rve Pin(� r - CLARK PACIFIC PROJECT VtAN►litiTo4 JOB 'OUB .:fl '�I,I 1980 South River Road CONTRACTOR H%v SHEET C� West Sacramento, CA CLARK 7 TEL: (916) 371 0305 _! ed DATE „ �Q(,t. Ill PACIFIC ��� �+FA : (916) 372-0323 BY (01/1 CHECK EmP OMEgr PSTAMO 611 1+60 I *to V e /4 glbV �. • ii of --„ 2 Zil Ai" li Ill LSl )( s/Ibx O& IQII W/7- 104x IL6414yap w1 Z' 2ziftVx 143/x" III ,, w//4-i1 0 Fseeks ovm 1.)m, " 47 fituE • =-1� �CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA- A Job: 6004 i111111i L1iii 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: Cb-z. CLARK • PA C I F I C West Sacramento,CA Date: Mar-04 (916)371-0305 By: GAU&BC CONNECTION NO : 6 PANEL : 3F26B hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 4.78 -0.26 0.00 4.78 -0.26 0.00 SEIS VERT Ev=0.5*Ca*I*D 0.86 -0.05 0.00 0.86 -0.05 0.00 SEISMIC IN El 0.00 -0.44 0.00 0.00 -1.32 0.00 SEISMIC OUT Eo 0.00 0.44 0.00 : 0.00 1.32 0.00 SEIS LONG El 0.25 0.00 . 0.00 0.75 0.00 0.00 WIND IN WI 0.00 -0.34 0.00 0.00 -0.34 0.00 WIND OUT Wo 0.00 0.34 0.00 0.00 0.34 0.00 VEHICLE IMPACT 1 0.00 -2.89 0.00 0.00 -2.89 0.00 • FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.41) 6.69 -0.36 0.00 6.69 -0.36 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 6.60 -0.80 0.00 6.60 -1.68 0.00 1.213+(1.0)(Eo+Ev) 6.60 0.08 0.00 6.60 0.96 0.00 0.913+(1.0)(Ei) 4.30 -0.67 0.00 4.30 -1.55 0.00 0.913+(1.0)(Eo) 4.30 0.21 0.00 4.30 1.09 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.213+(1.0)(EI+Ev) 6.85 -0.36 0.00 7.35 -0.36 0.00 0.9D-(1.0)(EI) 4.05 -0.23 0.00 3.55 -0.23 0.00 5. GRAVITY+WIND INWARD 1.213+1.3W1 5.74 -0.75 0.00 5.74 -0.75 0.00 0.9D+1.3Wi 4.30 -0.68 0.00 4.30 -0.68 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 5.74 0.13 0.00 5.74 0.13 0.00 0.9D+1.3Wo 4.30 0.21 0.00 4.30 0.21 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 5.74 -4.94 0.00 5.74 -4.94 0.00 1.4D+1.71 6.69 -5.28 0.00 6.69 -5.28 0.00 i'� t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. AM�CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 Pilli';1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C6.3 CLARK P A o I P $ C West Sacramento,CA Date: Mar- (916)371-0305 By: GAU& 40 CONNECTION NO : 6 PANEL : 3F40B hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 7.35 -0.40 0.00 7.35 -0.40 0.00 SEIS VERT Ev=0.5*Ca*I*D 1.32 -0.07 0.00 1.32 -0.07 0.00 SEISMIC IN Ei 0.00 -1.40 0.00 0.00 -4.20 0.00 SEISMIC OUT Eo 0.00 1.40 0.00 0.00 4.20 0.00 SEIS LONG El 0.25 0.00 0.00 0.75 0.00 0.00 WIND IN WI 0.00 -1.09 0.00 0.00 -1.09 0.00 WIND OUT Wo 0.00 1.09 0.00 . 0.00 1.09 0.00 VEHICLE IMPACT I 0.00 2.52: 0.00 0.00 2.52 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt IIIII i ,' VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 10.29 -0.56 0.00 10.29 -0.56 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(E1+Ev) 10.14 -1.95 0.00 10.14 -4.75 0.00 1.2D+(1.0)(Eo+Ev) 10.14 0.85 0.00 10.14 3.65 0.00 0.9D+(1.0)(E1) 6.62 -1.76 0.00 6.62 -4.56 0.00 0.9D+(1.0)(Eo) 6.62 1.04 0.00 6.62 3.84 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 10.39 -0.55 0.00 10.89 -0.55 0.00 0.9D-(1.0)(EI) 6.37 -0.36 0.00 5.87 -0.36 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3WI 8.82 -1.90 0.00 8.82 -1.90 0.00 0.9D+1.3WI 6.62 -1.78 0.00 6.62 -1.78 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 8.82 0.94 0.00 8.82 0.94 0.00 0.9D+1.3Wo 6.62 1.06 0.00 6.62 1.06 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 8.82 3.55 0.00 8.82 3.55 0.00 1.4D+1.71 10.29 3.72 0.00 10.29 3.72 0.00 III t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. CLARK PACIFIC PROJECT %Ai Aim ts..1CiTtJ 1 ijJOB e'UQtat -113111111611: 1980 South River Road CONTRACTOR H5v�1 SHEET West Sacramento, CA 00,4t. • TEL: (916) 371 0305 DATE ,3...-0q., CLARK FAX: (916) 372-0323 COh1UECT19I� V BY 6, CHECK 1, '9Rf .f OleICTLE 'D L t 1 Vh AC CzdJ u=, 1,0.2q k )....., ©crhat FeP t,y 2 2 i FFC fagor .. 92 (241A05, le P(t)R.Gc7i Qui' ieq-* orste N I d r 2&1 0�1 (2, , C0 M BA kfl 1-)9(tob (col*riNATI,$) 1 a q _ ,&•75 PARI $ [6.7er k 25' 1 (Z►r = 38.25' aru Z b,DS NIII kiAU ✓ MI _ - , VI 1 [—‘c M 111;4 G1C--11-0 MT== R114( ? ' +12.) ltyt VY\E tc. 1 i1+ PAilit X 1, 11-"' it . • I CLARK PACIFIC PROJECT wri-t14toticoll 5cii,t0,0EJOB 0004.111111 litillii® 1980 South River Road CONTRACTOR Hb SHEET Hb ii West Sacramento, CA t� CLARK TEL: (916) 371-0305 W I„14EcTioa v DATE ,,,,,. III PACIFIC FAX: (916) 372-0323 BY 911A CHECK t, ylet E LF r1)-16(,E (our) 5 BMs..= t -S x-14 . I 1M.-` 31.8 lc,I►4. \Iyr t0.2chc EE SNnf•e 9tA)1 QP2 Yi ti,vly 5 fact 3S•ct .fig i \ vt.i _ Y ( t7-31g91+ 2.17V',i 4 ;tS3 i . 0-11(11 + Z-810V4/1 g 648%N • FF14 _ (C'J ci )C,b r",6( 125-.) a 10,S rADI > 3F.ci Icyi cl.c Ric - >60'..-b)(96`0715 _ _ [ct,41 .> 115.3 le-ex Oz. z- ' (mit- (I:tw pi L 8 r`3,c ) x L (f��►►w) R- 6) ;, LOCAL eft4Pto 11 2. W` 14or !" 3-; u -741( 1= Fy 904 • (4-7, _ P,c�t r\ 4 X3.8 �Ltr.' 8 S K f� ni= (Vq“)(7-5'')-k_fiti4)(10) �j i01ir-H ( X= sfm �C x, art 2.gt = 6113k.'l Ove Z kf' Nw= 6-417 c(tu Ov. 0 + y X • 4" Glen Underwood G(9 (a Clark Pacific Summary Report III -.a . 2,20 in No --mai I , ; I ti. ' .t.' �� 4.70 in I in • fn 906.673 3.30 in 4111‘ 20143.084 yv■{ 1379.495 ; ' -17384.095 .r - . — s 3 in -36147.684 .Basic Geometric Properties rx 12.50 in MY X70000 lb-in Width '3,in « . L- . Perimeter , j ,r 2 in '','%.'* •,'-',";;-"F:,.,'; ,MX_ s �� 136800 lb in f_-_ �_._ _.- IH 0.59 .. -� A 110.00 in^2 P �0 lb _ 1-2 12 in j_ ;(-7.1,•-_ {33806 lb:in:Height _.�;�� � .n .I SC:Y �. .. .*::11:_z.ii,in....',-.., - _ � Zy M .s 4.87 in^3 SC X 0.36 in Advanced Properties Zx 2 2 0 m^3 77:47-1 SAy `'. 4 15 in^2 T---7---77-7:.- Elements 168 - -=-- -- I2 8.73 in^4 SAx '1 09 in^2 'Nodes 19'9-- Ii 63 6 in^4 �;, t -: j Sy Right }617in^3 ' , , Extreme Stress Results Ixy_ 8.40 in^4 Sy Left 24 in^3 ;fn (min)_ -36148 psi Ip -. 67 4 in"4 ` 1 Sx Bottom 18 9 in 3 r fn(max -....�_38907 psi _—._... ;.. y_ 4.93 4.93m^4 Sx Top '13.3 in^3 fvy(min) - 179 psi Ix ;_ 62.4 m^4 :__' Cw__. : 10.1 m^6 fvY(max)= 2967 psi 3 8.29 in^4 Theta 172 deg fvx(min) _ -86.6 psi_ __0 _ ro 3.37 in Centroid Y 0 in fvx(max) 2857 psi __ 'NAY 0 30 in Centroid X �0 in tau-y(min) -12261 psi PNA-X 0.18 in Applied Loads _ tau-y(max) 10803 psi rp 2.60 in VY 10290 lb tau-x(min) -11895 psi ry 0.70 in VX 5280 lb tau-x(max) 10771 psi MAI ShapeBuilder 3.0 03/05/2004 09:25:5C Glen Underwood Ci-7 Clark Pacific Summary Report _..... _2.20_i1� X0.80 ins, III 1A ,-,!,,,,::iA .,..i,,,,:,.,, ,v.,...,.; ,.ic, ,?,,,,,..::. fi:; „,,,;:,„ Y4' 4.70 in :,..Y,1, :' 1 4 i,.. § ch A.. *; ` . in 1p. -Ijo--,,,,,,,I,,,r44,., , PNS ?F X fn i pK,�,.i 572.653 "I 3.30in '� : .` III '1666.228 mar ` a i L ''fl:,';:t' ''''''1.;,:,'1',',-.1:`:;11.;14.411":';'1:`rti�,' -9240.197 -20146.621 - I.-- Sin -31053.046 Basic Geometric Properties rx 0 in r 00 lb-in 2 5 (MY 700 I i Width} ,P: ,4‘:'.4311 Y:. v t , ..,2: ..�...�. i Perimeter..- 122 ilt., ',. ,f , . MX:=..-. -i00.�.._•. .:<'1368Ib ip A , H ,0 59 _ A _110.00 in^2 E_ D Ib Height _ .w ,_..., ,in -. ., i SC-Y_,_..�..—_;.', ,,,,2:1211n-.2'-;".,:.:1,,; :',.1,17,- ..__ .... �'. _. ' T. .: .0_-L''. ..,:. 3806 Ib,1n ;'r.._._.__..._:' Zy 4.87 in^3 '. SC X 0.36 in Advanced Properties r.` :6�... ..2 it ‘-,...71-777'i i '3 "'T"'"*. " :'Y'i-- p'_-'-^ . X22 0 in^3 r'- i SAy„ '44 15 in^2 Elements.` _ ;;168 12 3.73 in^4 SAx 11.009 in^2 Nodes �J199 I1 ":.': _., '63.6 in^4'� ' a� � Right, " e S es Ixy 7-)i.,10-Tr;"-4-7 "- SySy X6:17' xtreme Stress Results in3 ' a- 40 --- ___ � Left ---�-- 2.24 in^3..._ ��� n(min) 31053 psi Ip `: 674 m 4 Sx Bottom .,:.2,j18.9 in 3 fn(max) :1 .. 2573 psi., .. _ _.__. Iy _ m 4.93 ^4 Sx Top � 113 3 inA3 -(mm) -179 psi bs... _._ ..: 2,762.4 inA4: -_..... .._ Cw w._..... 2.. 1:4101 inA6 , fiN(max)__ _ 2 2967`psi _..- -o 73.37 in Centroid Y- ---- 0 in _g fvx_(max ;86 6 psi_ 3 '_-�— .` . -- 3 29 inA4 Theta 17Z de �_(max�, _ ___2857 psi_ .____. ___. ill � 'NA-Y '-0.30 in Centroid X ',0 in tau-y(mm) -12261 psi PNA-X 0.18 in Applied Loads tau-y(max) 3.0803_psi rp 2.60 in VY 10290 lb tau-x(min) :11895 psi ry 0.70 in VX 5280 lb tau-x(max) 10771 psi ingE ShapeBuilder 3.0 03/05/2004 09:38:02 CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA- A Job: 6004 rill Hul ii 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C jI CLARK III "" " F ' ` West Sacramento,CA Connection 6 Date: Mar-04 (916)371-0305 Weld Group Properties &Stresses By: GAU&BC PROPERTIES ABOUT X-AXIS ELEM. V or H L in X in Y in y in L*y c in L*c2 lo 1 H 4.000 4.000 64.000 2 H 4.000 8.000 8.000 32.000 -4.000 64.000 3 4 5 6 7 8 9 _ 10 H t q , i .4 t t - & ,¢ j. 3. ' 1 E :Am xe��t� ."x�`,�5 � '. k_ . <��� � w °�.� ��� ��t k:.« 32.000 r 3 128.000 Maximum Y = 8.000 in ,, ¢ ,„-„,,,',p-, 1:- 2,..!:,.,.;,- ":J:-,,,*,';',.'':,4_,`,-,:,1.,v',i: Ix = 128.00 in^4 Y1 =EL*y/Lw= 4.000 in Lw= 8.00 in Sx1 = 32.00 inA3 Y2 =Y-Y1 = 4.000 in :r ,_ �, x,ff ,:. 's:, ;°i: ; ,.:k'';, Sx2 = 32.00 inA3 TORSION: Jw= Ix+ ly= 138.67 inA3 Cx= 2.000 in; Cy= 4.000 in PROPERTIES ABOUT Y-AXIS ELEM. V or H L in X in Y in x in L*x c in L*c2 lo 1 H 4.000 2.000 8.000 5.333 2 H 4.000 8.000 2.000 8.000 5.333 III 34 5 6 7 8 9 10 E P$'?' *1. .1'; '. 4;X ',1;- ek q '- V ;xx01 " ,,,,'14' .. ', 16.000 . t'4 ;:.- 10.667 Maximum X = 4.000 in ?} -% ;:*-.=!.:;"--,°,,:-.,,',1,;4.,,..r:4.,7'?a ,,;) ly = 10.67 in^4 X1 = EL*x/Lw= 2.000 in Lw= 8.000 in Sy1 = 5.33 inA3 X2 =X-X1 = 2.000 in - " 1 •x A 04' a 7,ONO Sy2 = 5.33 in^3 NOTE: X&Y COORDINATES REFER TO THE LEFT OR BOTTOM END OF"L" SEGMENTS. APPLIED LOADS: Fy= 15.74 k Fx= k Fz= 8.08 k My= in-k Mx= 31.00 in-k Tz= in-k DIRECT STRESSES(k/in): X-DIRECTION: Y-DIRECTION: Z-DIRECTION: fvx = Fx/Lw = fvy = Fy/Lw = 1.97 fbyz = My/Sy= (Min. Sy) ftx =Tz*Cy/Jw= fty =Tz*Cx/Jw= fbxz = Mx/Sx= 0.97 (Min. Sx) Ex=fwx= Ey=fwy= 1.97 fvz = Fz/Lw = 1.01 ` Ez=fwz= 1.98 IIICOMBINED STRESSES: fw = [fwy2+fwx2+fwz2]112= 2.79 k/in VIIIIII r''3: 7CLARK PACIFIC PROJECT wfi7 0 1 01 l yQ JOB (2604. ili is 1980 South River Road CONTRACTOR 1441/.4yW >I4y SHEET 001 -1 ii West Sacramento, CA CLARK TEL: (916) 371-0305 Ni4EC�-i,�,.4 V DATE '04. • PACIFIC FAX: (916) 372-0323 _BY C,N CHECK Vu= I.3 (qty = 6-3)015-7k l ,)! 20,9-1< cidt r 1-3 Arc 0--3 )C6-0-119c 110 .5-K Ok 19-b)4G , C • = o, es) ?I 6. ay!)(s o� ctAlGe ZZ-e3 v > W k az \ y= @Xovy► )( - 1)(2)= Z71 k > n,5 y (21 IT 7 5 \44 t 9t4 .z. 1 a IC 1 P= B.Z,,n7Tr ; V3.5 11)Z 4,(2i,= (04)G)tit)tv3.l)(0stwo _ X9.3 ‘c > 10.3 - c P L Cotc/Xbo ,t)(0.. 1) = 00-7 K > ( .3r 04 *( 5 } `33 I5l3+ ( ! J= p�t o t. 15 J 2 (--(12: ).1+1,1'±-5)2 • f � 1 7� = 0 Z 4_ 1,0 \‘147i/J Uto-1 v y7-/- / CLARK PACIFIC PROJECT vq,Af_�ptoil�N ,,,ter JOB Gooch h IInhIV " 1980 South River Road CONTRACTORLSHEET West Sacramento, CA ✓ C(o' r 0 • CLARK TEL: (916) 371-0305 rro� € evi DATE blf- P A C t F I C FAX: (916) 372-0323 W "r y `� W BY 0^74 CHECK IL-. ...-- ..m......--- ..........----....-----4.. - - ----:/ .,„\ 1,:: ill11/ 5 I eau CZ- t1'4`117 2\-b K > PO-eft Vt. ate. , r STVP Pyr- �' a7------$-' Rk_ pilot x t-Se ( 1zt)(Az 4&h '(4p, 69.vt")p-V5 — C1)(51')(21) 573.87 102. 0 47a .-: (0.e6)(41-Y5'3.5) 1 .--6)° $ 1 .E i l vvv z l9---Wt > 4L8gt k Me- _ 5 314-`147 10/r Pitr -3.7-pt 4?Rr ( 75X 5 )Ca-442:vz = vii K > 3-7�jc ale 1 CLARK PACIFIC PROJECT migAiitni y 562was JOB e009` 1��M ,�I,I 1980 South River Road CONTRACTOR H yw SHEET C.7 D West Sacramento, CA DATE 3-01f. 0 CLARK TEL: (916) 371-0305 WNLICC 115- 0 PACIFIC FAX: (916) 372-0323 v BY cyq,, CHECK COv4acrtoil VO 0 0 q �V 61$'.1 5I I V 0 ® - R ' cs.o ''. i \ . . . j X (J.it (� � 0 �,� -.C.1 At d 511 • /�b v4 —74= r :: . f . Ir . I ' f ' ' I 0 _: d s�! D3 >� 3 NOTE; Com!N , \2/ F Czt9�/E2N►ul7 DE9chu OF NFL F Ix to x t'-3tl w Ir C+9wtm�i � 5ntO� 5f �E �S te c , O FUe E 5t t7� ® R I !/`rx 6x 'Lc)" ( (, p) D t1 ¢! �j III _EL' 7 e �T ftF-pt.�►>�' F3F✓�d�� ® � s�3�c ,+� x 8 ' , d © J3 .� t9 CTk1CY� - tr_CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 i111ill mg 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C7_I CLARK PACIFICIII West Sacramento,CA Date: Mar-04 (916)371-0305 By: GAU& BC CONNECTION NO : v IIII PANEL : 2F26B hx/hr= 1.000 1= 1.00 Fp(BODY")= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 1 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 4.99 0.26 0.00 4.99 0.26 0.00 SEIS VERT Ev=0.5*Ca*I*D 0.90 0.05 0.00 0.90 0.05 0.00 SEISMIC IN Ei 0.00 -1.75 0.00 0.00 -5.25 0.00 SEISMIC OUT Eo 0.00 1.75 0.00 0.00 5.25 0.00 SEIS LONG El 0.25 0.00 0.00, s,. 0.75 0.00 0.00 WIND IN WI 0.00 =1.49 . 0.00 0.00 -1.49 0.00 WIND OUT Wo 0.00 1.49 0.00 0.00 1.49 0.00 VEHICLE IMPACT I 0.00 2.50 0.00 0.00 2.50 0.00 0 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 6.99 0.36 0.00 6.99 0.36 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 6.89 -1.39 0.00 6.89 -4.89 0.00 1.2D+(1.0)(Eo+Ev) 6.89 2.11 0.00 6.89 5.61 0.00 0.9D+(1.0)(Ei) 4.49 -1.52 0.00 4.49 -5.02 0.00 0.9D+(1.0)(Eo) 4.49 1.98 0.00 4.49 5.48 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 7.14 0.36 0.00 7.64 0.36 0.00 0.9D-(1.0)(EI) 4.24 0.23 0.00 3.74 0.23 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3W1 5.99 -1.63 0.00 5.99 -1.63 0.00 0.9D+1.3W1 4.49 -1.70 0.00 4.49 -1.70 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 5.99 2.25 0.00 5.99 2.25 0.00 0.9D+1.3Wo 4.49 2.17 0.00 4.49 2.17 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 5.99 4.31 0.00 5.99 4.31 0.00 1.4D+1.71 6.99 4.61 0.00 6.99 4.61 0.00 0 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3., ---12F.--.-- CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA A Job: 6004 AIM 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: G7.0 C. P A oLA F RK� West Sacramento,CA Date: Feb- (916)371-0305 By: GAU&ID CONNECTION NO : CO PANEL : 2F26B (COMPRESSION PAD @ BOTTOM) hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SETS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANSLONG VERT TRANS LONG GRAVITY D 0.00 -0.26 0.00 0.00 -0.26 0.00 SEIS VERT Ev=0.5*Ca'1`D 0.00 -0.05 0.00 0.00 -0.05 0.00 SEISMIC IN El 0:00 0.00 0.00 0.00 0.00 0.00 SEISMIC OUT Eo 0.00 -0.92 0.00 0.00 -2.76 0.00 SEIS LONG El 0.00 0.00 0.00 0.00 0.00 0.00 WIND IN WI 0.00 0.00 0.00 0.00 0.00 0.00 WIND OUT Wo 0.00 -0.78 0.00 0.00 -0.78 0.00 VEHICLE IMPACT I 0.00 -2.41 0.00 0.00 -2.41 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt 1111 is VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 -0.36 0.00 0.00 -0.36 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -0.36 0.00 0.00 -0.36 0.00 1.2D+(1.0)(Eo+Ev) 0.00 -1.28 0.00 0.00 -3.12 0.00 0.9D+(1.0)(E1) 0.00 -0.23 0.00 0.00 -0.23 0.00 0.9D+(1.0)(Eo) 0.00 -1.15 0.00 0.00 -2.99 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 -0.36 0.00 0.00 -0.36 0.00 0.9D-(1.0)(EI) 0.00 -0.23 0.00 0.00 -0.23 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 -0.31 0.00 0.00 -0.31 0.00 0.9D+1.3W1 0.00 -0.23 0.00 0.00 -0.23 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 -1.33 0.00 0.00 -1.33 0.00 0.9D+1.3Wo 0.00 -1.25 0.00 0.00 -1.25 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 -4.17 0.00 0.00 -4.17 0.00 1.4D+1.71 0.00 -4.46 0.00 0.00 -4.46 0.00 III t_FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 211�11N 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C',7,3 CLARK PACIFICIIII C West Sacramento,CA Date: Mar-04 (916)371-0305 By: GAU&BC CONNECTION NO : v CIO PANEL : 2F40B hx/hr= 1.000 1= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST. FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 I BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 7.22 0.35 0.00 7.22 0.35 0.00 SEIS VERT Ev=0.5*Ca*I*D 1.30 0.06 0.00 1.30 0.06 0.00 SEISMIC IN El 0.00 -1.47 0.00 0.00 -4.41 0.00 SEISMIC OUT Eo 0.00 1.54 0.00 0.00 4.62 0.00 SEIS LONG El 0.24 0.00 0.00 0.72 0.00 0.00 WIND IN WI 0.00 =1.24 0.00 i.' 0.00 -1.24 0.00 1 WIND OUT Wo 0.00 1.30 0.00 0.00 1.30 0.00 VEHICLE IMPACT 1 0.00 3.73. 0.00 0.00 3.73 0.00 III FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 10.11 0.49 0.00 10.11 0.49 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 9.96 -0.99 0.00 9.96 -3.93 0.00 1.2D+(1.0)(Eo+Ev) 9.96 2.02 0.00 9.96 5.10 0.00 0.9D+(1.0)(EI) 6.50 -1.16 0.00 6.50 -4.10 0.00 0.9D+(1.0)(Eo) 6.50 1.86 0.00 6.50 4.94 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 10.20 0.48 0.00 10.68 0.48 0.00 1 0.9D-(1.0)(EI) 6.26 0.32 0.00 5.78 0.32 0.00 ( I 5. GRAVITY+WIND INWARD 1.2D+1.3Wi 8.66 -1.19 0.00 8.66 -1.19 0.00 I 0.9D+1.3wi 6.50 -1.30 0.00 6.50 -1.30 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 8.66 2.11 0.00 8.66 2.11 0.00 0.9D+1.3Wo 6.50 2.01 0.00 6.50 2.01 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 8.66 6.39 0.00 8.66 6.39 0.00 1.4D+1.71 10.11 6.83 0.00 10.11 6.83 0.00 0 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. iilli� �CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 lI�IG 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C7-4 c�wRlK PAC I-F C West Sacramento,CA Date: Mar- (916)371-0305 By: GAU 8 ill CONNECTION NO : III PANEL : 2F40B (COMPRESSION PAD @ BOTTOM) hx/hr= 1.000 I= 1.00 Fp(BODY.L)= 0.480 Wp 1 Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY I) 0.00 -0.35 0.00 0.00 -0.35 0.00 SEIS VERT Ev=0.5*Ca•I"D 0.00 -0.06 0.00 0.00 -0.06 0.00 SEISMIC IN El 0.00 -0.07 0.00:: 0.00 -0.21 0.00 SEISMIC OUT Eo 0.00 0.00 0.00 0.00 0.00 0.00 SEIS LONG El 0.00 0.00 0.00'"_ 0.00 0.00 0.00 WIND IN Wi 0.00 -0.06 0.00 0.00 -0.06 0.00 WIND OUT Wo 0.00 0.00 0.00: 0.00 0.00 0.00 VEHICLE IMPACT I 0.00 -0.67 0.00 0.00 -0.67 0.00 ID FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt (. VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 -0.49 0.00 0.00 -0.49 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -0.55 0.00 0.00 -0.69 0.00 1.2D+(1.0)(Eo+Ev) 0.00 -0.48 0.00 0.00 -0.48 0.00 0.9D+(1.0)(Ei) 0.00 -0.39 0.00 0.00 -0.53 0.00 0.9D+(1.0)(Eo) 0.00 -0.32 0.00 0.00 -0.32 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 -0.48 0.00 0.00 -0.48 0.00 0.9D-(1.0)(EI) 0.00 -0.32 0.00 0.00 -0.32 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 -0.50 0.00 0.00 -0.50 0.00 0.9D+1.3Wi 0.00 -0.39 0.00 0.00 -0.39 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 -0.42 0.00 0.00 -0.42 0.00 0.9D+1.3Wo 0.00 -0.32 0.00 0.00 -0.32 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 -1.49 0.00 0.00 -1.49 0.00 1.4D+1.71 0.00 -1.63 0.00 0.00 -1.63 0.00 IIII `� t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. - __ = -_. CLARK PACIFIC PROJECT W, otilbg tivivE JOB 600� ig r_ 1980 South River Road CONTRACTOR SHEET Cn IRI I ri I I 1[ ( West Sacramento,CA N` C8`0 TEL: (916)371-0305 C�- ,1 DATE 3 0 PACIFIC CLARK FAX:(916)372-0323 N�w �~ BY AA_ . Co►.aEcn,oti (°J _o_; ffi mtm , l Fut 4u0Mrt Q, CL Column I 4110111) 1 \ - _I f 5 0 0 a\ • • Ell .J C l . Q 0 F1 ° 9' r 0 I 0 314" cl, colt otpo (1)1ontin-NeccituoAz, tvyrdi- - #' 6►1407-75 'N/+ 1 "x 7'� 5i,or (fie C(_ct- ° CI-5) 4114 4-i' x 4' ia'2 YvVt,1 o f'40 (iP . Pvr) OZ fill r 1G S E'I.F iti2VIvi Co H 1 t,rl - (tril 'cH Flo TO e ovft wi 114M (9-EE c7,1) - c,o-ol-ti-Fizim.oc ke-h- II ,=- CLARK PACIFIC PROJECT WAl7V41146TDd i y JOB 4- .1: 1980 South River Road CONTRACTOR N SHEET Gq_ ° I I = 1 West Sacramento, CA CLARK TEL: (916) 371-0305 � / DATE 3.-04 P A CIF I C FAX (916) 372-0323 �N�FtC ��1J V 0 BY CHECK III C014WEG i 1,'014 V 0 I.1orfi 5a C01,114, 7 0 FA. 17 E.S V @ FV/2 9 -, 14/, CkC , 1 . 171 • I _- C '—t IIt 7r cow V o of o o / • I o I • (alai- --1 I_____ 4.. L.: --"II Gaup q , .I,_ s • • �,• e Il 11111, I 1 't..- 0 1 • 0 0410 9 Cow, W -- © Of' ' 4' P G yLAFIA/€ ® (2 I -,c 3k (3 w/iftt`p µiry ' 41110 CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 illfiIII fi 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C'i,' CLARK P A C I F C West Sacramento,CA Date: Mar-04 io (916)371-0305 By: GAU&BC CONNECTION NO : v 0 PANEL : 3F18D hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 3.97 0.23 0.00 3.97 0.23 0.00 SEIS VERT Ev=0.5*Cal*D 0.71 0.04 0.00 0.71 0.04 0.00 SEISMIC IN El 0.00 0.00 0.00 0.00 0.00 0.00 SEISMIC OUT Eo 0.00 1.89 0.00 0.00 5.67 0.00 SEIS LONG El 0.37 0.02 0.00 ;: - 1.11 0.06 0.00 WIND IN Wi 0.00 0.00;;: 0.00 0.00 0.00 0.00 WIND OUT Wo 0.00 1.47E 0.00 0.00 1.47 0.00 VEHICLE IMPACT I 0.00 4.40.= 0 00 0.00 4.40 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG ilo1. GRAVITY 1.4D 5.56 0.32 0.00 5.56 0.32 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 5.48 0.32 0.00 5.48 0.32 0.00 1.2D+(1.0)(Eo+Ev) 5.48 2.21 0.00 5.48 5.99 0.00 0.9D+(1.0)(EI) 3.57 0.21 0.00 3.57 0.21 0.00 0.9D+(1.0)(Eo) 3.57 2.10 0.00 3.57 5.88 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) . 5.85 0.34 0.00 6.59 0.38 _ 0.00 0.9D-(1.0)(EI) 3.20 0.19 0.00 2.46 0.15 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3Wi 4.76 0.28 0.00 4.76 0.28 0.00 0.9D+1.3W1 3.57 0.21 0.00 3.57 0.21 0.00 6. GRAVITY+WIND OUTWARD • 1.2D+1.3Wo 4.76 2.19 0.00 4.76 2.19 0.00 0.9D+1.3Wo 3.57 2.12 0.00 3.57 2.12 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 4.76 7.32 0.00 4.76 7.32 0.00 1.4D+1.71 5.56 7.80 0.00 5.56 7.80 0.00 0 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. ,77:47:77.7. r CLARK PACIFIC PROJECT WANIUc1Toi 90,,,JAes JOB bovrct, i ® Irl SHEET GId�O 1980 South River Road CONTRACTOR }„{9,� ��ihiWest Sacramento, CA 1.0 DATEIII CLARK TEL: (916) 371-0305 ��uE•C'r16� 3_ ott P A C t:. F I C FAX: (916) 372-0323 By--`,q,m CHECK i/4;11 / ille 5it 41) O _� ... _,___,. >n1l N 0 I Y►�Pe r .1r', I Rap i Nur I) Com' 0-Iro �teitAj IP N I''to ,� g w! ;� Pte` 1.4 , ,- , -,,,-, ,=___ i, oc PFRrn, Coats, _. 4 , jn l .ee ' (211 0114, 0 ----, . ' 0 . 00 _ o R 6/6 .. ,„ 0-8" .tiver,0 o (Ortk cay- Fat peri., ) 0 i ' / 0 W4-" 47 x (d' COOL WO (r\Th ; . 0-117C .i V4 re ile,••C0416 ,, t W‘,4 (4- wtr-t` ) • 0 3/44 ,c 4121 41 Koce0E 0 3/4" rt am. ow v/ , , i q Vg NEI 1/4117144/2 iAtt ' ( • Qim a ht ,� , 7"" op,,i) tolttumor I ,J 0 1 0d?4" X t '-d' COIL, rzg td/Car wh+c2 z Much l� _ 0 #4 `,b 0Etkc54Lv1fl "4 • Hof s t 5 1 t t JJ . 3/4" 4, l uy r(c/IL cuegcr 1 1 Re ITY%W `y c ok, 1 C)I 2- P' tAibi Cif CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 i fli�i'P 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: Cl O. J CLARK _ P A C I P I C West Sacramento,CA Date: Mar-04 . (916)371-0305 By: GAU&BC CONNECTION NO : 10 PANEL : 3F18D hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 0.09 0.00 0.00 0.09 0.00 SETS VERT Ev=0.5*Ca*I*D 0.00 0.02 0.00 0.00 0.02 0.00 SEISMIC IN Ei 0:00 -1.07 0.00 0.00 -3.21 0.00 SEISMIC OUT Eo 0.00_ 1.07 0.00 0.00 3.21 0.00 SEIS LONG El 0.00 .0.01 0.00 ' 0.00 0.03 0.00 WIND IN WI 0:00 -0.83 0.00 ' - 0.00 -0.83 0.00 WIND OUT Wo 0.00 0.83 0.00 0.00 0.83 0.00 VEHICLE IMPACT 10:00 '2.90 0.00 0.00 2.90 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCES1 VERT TRANS LONG VERT TRANS LONG M. 1. GRAVITY 1.4D 0.00 0.13 0.00 0.00 0.13 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -0.95 0.00 0.00 -3.09 0.00 1.2D+(1.0)(Eo+Ev) 0.00 1.19 0.00 0.00 3.33 0.00 0.9D+(1.0)(Ei) 0.00 -0.99 0.00 0.00 -3.13 0.00 0.9D+(1.0)(Eo) 0.00 1.15 0.00 0.00 3.29 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 0.13 0.00 0.00 0.15 0.00 0.9D-(1.0)(EI) 0.00 0.07 0.00 0.00 0.05 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 -0.97 0.00 0.00 -0.97 0.00 I 0.9D+1.3W1 0.00 -1.00 0.00 0.00 -1.00 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 1.19 0.00 0.00 1.19 0.00 0.9D+1.3Wo 0.00 1.16 0.00 0.00 1.16 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 4.75 0.00 0.00 4.75 0.00 1.4D+1.71 0.00 5.06 0.00 0.00 5.06 0.00 (• t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. I CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 �_�If ili ti 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: CLK ClC10-2.P A �A' F R' C West Sacramento,CA Date: Mar-04 (916)371-0305 By: GAU&0 CONNECTION NO : 10 PANEL : 3F23A hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: • 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SETS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 0.17 0.00 0.00 0.17 0.00 SEIS VERT Ev=0.5*Ca•I•D 0.00 0.03 0.00 0.00 0.03 0.00 SEISMIC IN Ei 0.00 0.00 0.00 0.00 0.00 0.00 SEISMIC OUT Eo 0.00 0.38 0.00 0.00 1.14 0.00 SEIS LONG El 0.00 0.00 ,: 0.00 0.00 0.00 0.00 WIND IN Wi 0.00 0.00 0.00 0.00 0.00 0.00 WIND OUT Wo 0.00 0.30 0.00 "_ 0.00 0.30 0.00 mE VEHICLE IMPACT I 0.00 0.00. . ` 0.00 ,. x' 0.00 0.00 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG III1. GRAVITY 1.4D 0.00 0.24 0.00 0.00 0.24 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 0.23 0.00 0.00 0.23 0.00 1.2D+(1.0)(Eo+Ev) 0.00 0.61 0.00 0.00 1.37 0.00 0.9D+(1.0)(Ei) 0.00 0.15 0.00 0.00 0.15 0.00 0.9D+(1.0)(Eo) 0.00 0.53 0.00 0.00 1.29 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 . 0.23 0.00 0.00 0.23 0.00 0.9D-(1.0)(EI) 0.00 0.15 0.00 0.00 0.15 0.00 i 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 0.20 0.00 0.00 0.20 0.00 0.9D+1.3W1 0.00 0.15 0.00 0.00 0.15 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 ' 0.59 0.00 0.00 0.59 0.00 0.9D+1.3Wo 0.00 0.54 0.00 0.00 0.54 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 0.20 0.00 0.00 0.20 0.00 1.4D+1.71 0.00 0.24 0.00 0.00 0.24 0.00 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. 111 „ 7 `:4 CLARK PACIFIC PROJECT f 1U)CiiI1 otoe2q JOB 11111� �l',I 1980 South River Road CONTRACTOR 9� SHEET 010.3 West Sacramento, CA 0 CLARK TEL: (916) 371-0305 CoC r`o� 10 DATE .0tt- PACIFIC FAX (916) 372-0323 BY C. CHECK 17,E _ 5.0 6 r 4) r = (o7S)(o75X- 0 Y9l)(O-44'2 114'2-) = I 1-'t-k Ce(2-carr. C7.ttu. > svo 0,4 , (o” 2, I LIKer to CoLAA01.1 it= . I.312n4 = 63)01004) _ t ill v \ R'= 1 `(0141 ofv= (o. $)(4Xiotkoci) 5frit—v_ , ._ . 1,t1/0 • • t 20.0 K > 6- K avt. �? imi5 �yz (o %o )(oo ' c1r) \.......,. ./ ' 3. e eivoorr40 04 NEL 1 . pu-= Cv` K , _. fzz 1= 101 at to , . y� j, ----o�- (21 CA P p1g i. j -:. ' ., ..-) i34g.tYr) Li, -liely Pu ,r) L, l'7:711-i7-77 CLARK PACIFIC PROJECT vv6.4,H I�,(fop 5G?Uq vi JOB 6004. �ilro11,;� 1980 South River Road CONTRACTOR HyvJ SHEET 010,4 a West Sacramento, CA DATE CLARK TEL: (916) 371-0305 aNt.ly -+ q....0BY 3-0� •PACIF1C FAX: (916) 372-0323 � � CHECK , 1C EVA 000 111 PSN Et (coor) ri 4.37511/71 MI I (L, t-3,16 is \ 1 fe To -251I- D` ` 11e 2-r4'" 1"i .e--- In 1 Mal Ea afc 251) L _____ ,.._ ___ fr)(4- &) b?-4 tz cP 4 > 325', cp,e,c CC45)(44(07-‘1* i 41) 77Frio ` 13.4' K > 13.1(0 K (9 R 9-Ei-VtUf7 410 __ KAw Co (` (1 SIL 2,i) = 15tt k41 Oa = (b. '.9)0W7AYOt bZ5")2/4= 1,5-ciii Kil V � R 57 X (0 4 I '-6►► 511 T w/ 2- F8 e;-g- qto x l --) 2sv vs// ," 47 Rove • I i 4, ./41" c ► . av wl i_uer — , 1 —J t 44 I ?iv 6.-- )ti•- if ic)r 1,77 Ic diii yr 0 aii, px try tooPEcriii4 • fj 1 ''b`I 1 CLARK PACIFIC PROJECT 0,1/41.41,4 ftTco 9Gu JOB 6co4„ ... m �®Iwo 1980 South River Road CONTRACTOR _H � lr� SHEET Cj' G West Sacramento, CA DATE N 4111 CLARK. TEL: (916) 371-0305 �t �c'+1 N ' ry 3'txt PAC. t.F t G FAX: (916) 372-0323 CoW � VV BY �.1 CHECK 5, 3/4" ciP PIA 9013 Olt II-1%72r c ' t-TimL ()„c S T/IC&t, C49u44e GT 1,0.1 C6)1011POU c, FIX C IPIiG t yy ream idAn th4 0: 0 CLARK PACIFIC PROJECTvvvp.L,gggcir (,142i4fit JOB 60.04, �'���il�,1I,) 1980 South River Road CONTRACTOR NSW SHEET cll.o West Sacramento, CA ! DATE CLARK TEL: (916) 371-0305 W t`11-1ECT1 9; IT 3'�4 PACIFIC FAX: (916) 372-0323 BY port4 CHECK t CIO 14aECT 1014 V Phi it F 160 (2E9nu , vel 3FiSD 161. 11-e" © ttf a co S EL 2 F3z4 I 0.2(143F L. _._..�. FZA9 ,COW rtii.4 \ i L-• ' I 4 P)24 noI I t _ o Aw____:7.0., ( ' 0 101 ri \. ,.- , , .,,-----7 0 ill NNNN\AI - �tbV (;) evil.0S \ . , \t 1. ...ld I - t/4. r1!i M. f It kili ,c 3" IV • 1�e bit b 0 54 1/4) I TY1'. (5 mAsn ---'"- ." ' 0 1-1 ,5 erit39-Akox. St-t3 ' \....1 cogs? 144 C Q/3- # SII)c 2 ! �€Ae� V el/it,x Ott --r w/3 M64e cm Loof ii+y�.,t r O e '/8/ 3¢!2 x r,ti 0 TEYnP. cowa vJ, I_ #$'4 rc i -e}t JPz r tI4C14 Cott- PO vi/7- 0-4 X 2'-Q1i '-t c W`Rr-lC'r, CLARK PACIFIC PROJECT H1NVi. Sages JOB bony • t�����1�,1'il 1980 South River Road CONTRACTOR SHEET /� I r, West Sacramento, CA DATE CLARK TEL: (916) 371-0305 N u l�crlO 4 V �l�l�4 P A C I F I C FAX: (916) 372-0323 By(y 1 CHECK 1 , Hyh PNEP. _vr!BPY Por s = 5.(7k)4 041Et.5 �F2q 1't4 p, = ,k0. 14 - "P\8D 1T1 94 gi S Ziugil,4 5•w lOc '7,08K . pia c 6-1tX,10 v): 4204 - 4204. ./.obkI .0,. . - 4 , a il 74 -. +I Vo------13 ‘CIVI .(2:75 K. ,f. $1,0, 1414 1 NI (16- 1W) 1 CLARK PACIFIC PROJECT ,,,A4' . JOB 60,0 ,,lig W 111 hip 1980est SouthSacramentoRiver RoadCA CONTRACTOR 1.15.1.41.15.1.4 SHEET C I 1-Z. , DATE TEL: (916) 371-0305 3-t74' GLAR.K C.BrNE�,TZt�N BY CHECK PAC .E. F t C FAX: (916) 372 0323 (mu H yy rA c 15y6pgpvlArc.or (ce? r5 Mit_ 81-O k"LU -may - ;yy 4,t3s 5/te ta, 4.51 1a3 ? = (0 )(' ' i)(411c13) : 1$10.7 k-i,J > 81.0 k-t i u RA= 6.15 1c (T-F+.11014) com03 • Ic g J 1ti4 1y COrt P,e xtta t t Coh1C.} ta4 (%- ii4) c 0,9)(bok4A0-701+1z)z Luse e,64 10-31c > (015K at , cheOft. j, OK ray C ti9e€t 1 9SE 9Tr tOrti f1 FY fOreftWit s v GOZDIEL& F 2 PP 4 L 7 cfri.cutLiyno4 . 3. P'EL 3 Fi 3 SeAsiori F01 LI se,e4.1 (I- 04) ,"... CLARK PACIFIC PROJECT �'w'%"'ILIrlTom i 6.1444 p JOB (o;�4, ff1]' �r 1980 South River Road CONTRACTOR 1,4 SHEET C�C11-0West Sacramento, CA DATE 0 CLARK TEL: (916) 371-0305 C0N14'� V ��(�� P FAX: (916) 372-0323 — BY (;4i4 CHECK CdNuEC7 -1 IV 0 )14"2 / 2- #� ( V4- A i'—3W+si a 0 TFAyi P. wageo-hul V4 et' MI, 'Up 80 ` 2- N '‘1, C 1, t roi5 w"2 Fe),-,c,A 171P)67, - ij! r L S,c5 `' W' W ; " efHve .00.."'".."'"......,W/I2 Wib,e z b R vii F>3 ez5i /b .1h.. f• tArb X 45i6'� ® � m�+nw ---,It 51/4'I (II— ti II 42 45Ye' • ir el 0 it 1 i , f. . , 0,' ' - -ik. - - ' I° el --- --� 4r, � ,..,______4, a gail, .7 a ‘,. ., , , !'' "'-,f, ,`, a t 11 11i iii 44' 71114 (// 0 it 2 c 0 11 4' '. 3V E,0 irl . . . 0 V4.0 ,4 4-" tti . 4110 k11C ?kO �1L�CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 1„1 .1'i 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: 07. j CLARK "A C' F ' ° West Sacramento,CA Date: Mar-0 gli (916)371-0305 By: GAU&Nip CONNECTION NO : ® PANEL : 3F12 hxlhr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp J Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 1.80 -1.00 0.00 1.80 -1.00 0.00 SEIS VERT Ev=0.5*Ca'1'D 0.32 -0.18 0.00 0.32 -0.18 0.00 SEISMIC IN Ei 0.00 -0.06 0.00 0.00 -0.18 0.00 SEISMIC OUT Eo 0.00 0.06 0.00 0.00 0.18 0.00 SEIS LONG El 0.51 . 0.27 0.00 1.53 0.81 0.00 WIND IN Wi 0.00 : -0.03 0.00, 0.00 -0.03 0.00 WIND OUT Wo 100 0.03 0.00: 0.00 0.03 0.00 VEHICLE IMPACT I 0.00 =2.62 0.00 !. 0.00 -2.62 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESI 4111! T CLARK PACIFIC PROJECT WAN'ahTmm %G,U/4ri JOB / o,�e1 II 1980 South River Road CONTRACTOR .yw SHEET c17,z, West Sacramento, CA , i • CLARK TEL: (916)371-0305 CO N P F.(t off DATE 3.1741. PAC 1-'F I C. FAX: (916) 372-0323 BY �'✓I CHECK T= C = 15-15 giu 1-7 4.01 r C, Q /--- .- T� G� 4=38k CO) 5- x fr) c;totw ‘F-2- T 6.tPtk CO5 b.3t ► . (c) ctieQ E1-1Ec-K. P'Nme4 A, Hy`' 4t3L V4 MO= )(5")= @ACt )(9")r 4011-1T C( am 62-9)(413)491)(9,1211Mr 0-1 > i 5,.© 1 K-1,0 e , TEV4Litu4 SNV Pu z 6‘t a k CO) 4( _ (o.9)(% '7ty'7)(r7si.2)T 24=3 C2,R e ,ctd = e.1)11c v qta I._ 5557 qui rN G � • Pa= 5.s3k 4414 (2- #c ) 6o-eq -2,)7: 14- .� CLARK PACIFIC PROJECT • %16 1980 South River Road a;� ti JOB west Sacramento, CA CONTRACTOR H �p(�(�E} ��'� LARK L: FLA C T F I C FAX:TE (916)(916) 372-03233710305 DATE Nu c.—__ + 3-. C BY� 2. cieol7NEcr. jWT ') T 63)( 18 5V.) „QT. , , ,, ,,, N 7�b4�4 4n 1 11_ 1 i kt -2..40 V — ___.\ I , . . . 2 II Om 61.88”1 1 Z'yv.0 it C4.11g. V+it - ct 4Pc_ 44' a e (0'86yf4t) C51• I; C �c � ;>� it()" t7•'SK > -7.bit' le t z 0P L 91a AP P-ru C i , -e---___ ----.4. -----0::: - Rt= 1 ,3 (RN — C ) %4'3".t-ti-) , �Ee� nuc - � �= ��It3'73�� Pvtz (i3)frict 5. ) R % _ ,�6z.- ill 7.7 .2 .7.7cu •i t CLARK PACIFIC PROJECT 0/ t,n)jcipm % /P JOB et904, 1980 South River Road CONTRACTOR H,5‘,4 SHEET c ISL West Sacramento, CA R K L: 9 ( 1 ) ONLiE �i w 4 DATE _ . C P AL C IA F I C TEFAX: (916)6 372371-0305 0323 BY ("1 CHECK -t A/fAZA`t 5AfFI y CO-00€0/03 A 4-26-04- t P.W10144 14.1 ?Ft-cg Fc2vw).2.7m-Ly1 h Plot= 1-4,H9,4 ( ) rN 94" 3� Du. (2414 —41 Rt= 1-3(LM = lint "1-4 Ie��: 111 T 6 X )=. 273k 2" ' > 2,731C che 1 1 7/ Ctrl ryf, ch-gascriN Cv ►i o +pc,) vztri 47 cot- Po SA: Vt Ic -Qb= l bt`± bu Tye, cowl ckiiirvor FvZ PEthti L .S1-5 t c S4 mri= i ),( .251)c.5'= t 041t4 r )1(3/& s'ir911)(6:9t)-2/4-=' 0. I °44' 4, CoutlecnouTD - (1) Y2-" 3'/ I' 971447 , R"M L1 TA* (v )( 5k) c 7.(01 k Iain 2r) drgc, = 1rbtVZ )z2 s (0,05)0 O2)' ) (5oz42 = 4C 144 k > 7•61 K K c, k 1` . CLARK PACIFIC PROJECT W itAhro 5 tuVrIEJOB WO 4 I I ( 1 ii • 1 ,., 1980 South River Road CONTRACTOR N SHEET Goy O Ii West Sacramento, CA DATE C L A R K TEL: (916) 371-0305 GONNSC Tt Q y `'� BYE 3-0cK PACIFIC FAX: (916) 372-0323 r HE —110 CMAIAEC1014 40 0 _714 Ih (414: 47- -H--..,,,—;,?' . i......:-..;i iN.s.:= + t 1••••••••••,. . , O(rig 4 L-000) o N / - . i il I: I . , -t-4.‘ - 1 ill t-. t 0 I ' Ø (ra'. 4txc)u,) -. _ I _.,. �r 150 � 2'3 5", 'rLw f ; ITC) 3'-4�" ,i, 8� , 4 1=1 _____::;_L__, Li ......____________ / 0 FM- q t1n�l-5/VILAc O VIA/II el-AV C. 1-t%PA PIC �,/c V(jj 1 G r Tva II / )(Z O 2'10uX 4-"t PEEP cia31,4r ex 0-r- u✓/ - *13-41%()-- t I'y.11 ,_._.- ?1.011 N. n .3 2- w 4 (--1 b'l — WF 1...0 E "am rz , ,,,,c11------11. O xD . _ , CLARK PACIFIC PROJECT yNlt�h y,a' JOB � ryu -40t I f 1 r 1980 South River Road CONTRACTOR '1 "^' SHEET 1 c r� = 11 West Sacramento, CA �t!'� CLARK TEL: (916) 371-0305 DATE 3 PAC I F I C FAX: (916) 372 0323 BY /at/ TECK 1, # 45x COW 0111 COJce L_ Ec-ty TFIO 02146 ` 1140.4 T TI2frufF2 cow4 scrnoo p (� Pe1 o -) oy s u Qluh, w)E cAe P PAvEG 3" go" P-t,= C2X7J0CA>c A--17t two �+3�c • U= R-1 = Z-Z2 K 1-3- Z-S5K 4;1/4k,ir 4,7rroPez ,\ /fit CotX (2C1) 14<1 Vz V /z 2s' • (di u 11.°H)2+ d�� _ x-74 >c irr 2,,5 + (S")g (b'9)(Co0?47))(p II tv2)= 3-941'1r 3,74.0( (2.4- • -• - = CLARK PACIFIC PROJECT vm,,014`)46 00,424 JOB t lj I l I - 1980 South River Road CONTRACTOR t `��vo SHEET G v4 0 11l I West Sacramento, CA r CLARK TEL: (916) 371-0305 _ CONy ,fl7 . (,..„2„) DATE .3..,,,t1111 P A C I FIC FAX: (916) 372-0323BY (Legit CHECK CO 141 f Ti(A4 14 . (3) NOT! : C 3 0,2,., ,,...00 r 0441-1 V 40 (D R/2. 1A4 2 Y 11 N.o, S ,,,4 1 cmi4,4> --, ,40 oi.4 Et 7_F22 0, itF MatIIFU 0 0 l' Q 7p7-5c, a A . .0 ,, __it, (pepiurreo o g, 0 0 Z p24.S) 4r;24 • O O i i i • Q n O O Oii 1 1 % 1 1 NorrS1 P FL .F220 4-Fn ' -,-rte.,9F 2 oar-oF- et"AE PE/40100h 77 Gou CTlUi_1 l ray Wt-y QF ?Ala E'L- iv-9",1cL. C07_,uEcny2,15 AO. 70-P D-0' , a C,tuNE C i l O t ' 5 14-EW r- li E V,l Ff t U_.I C CLA-.l . ® , CE. 40 FArY10- 1)Y\ , ), WEt D1, V64-11721 AV 1 Co 14.1 Ec-`i ()4 W '4,.2 ,t ill i t r7 ': III 5a COL v 40 CI ,c 't Pp.7125'1Lt17 (A,clit cii-Dm 5 CLARK PACIFIC PROJECT vv41,,/,,lioriTim5awriE JOB 6904t 1980 South River Road CONTRACTOR HyW SHEET C15 0 ill 1 Iii West Sacramento, CA 0 CLARK TEL: (916)371-0305 �}y r�C��� V i JC DATE ��O[� R.A.C I E I C FAX: (916) 372-0323 BY rilvt CHECK co NAJ you \y- 0 NorE: 5€ c. c4 Q Foe Karma if I VA o-d" I NFv2YY\ rT60LI t Fa ,,t.Proenkry Cich-CaAritio CL Column 6 1/4" ( 6 1/4" 0 / (1) - I - i 7 4 i ---.'" 1 I mi.-7i tramb..--.INE lig* F--19 Y IIIi ' ‘ ID 11 ; CY# Ti :. .. et - 0 o mtALTi- pltEcnvom. 1149e-13r- © H HoxiC re E's.-IF @w 02-15 ('� ci-z % cz-3 F,e pEr1i ) F goat-c, lt� c `i &F-a. C 7.1 C�'►'ih) Ism errip ( C7-1 rya D ereht, ) ® ply.`14' cu +200 w/ 0 0 (2 11144 GA I1-0i1 (2 ? ., S" 4 t4)/1M 1111 C) e ' oto '- c-3 Vii-" Eitel Wo ii'/t4 lit r5, C5 EA C2-n PA pFrit,9 , .''CCLARK PACIFIC PROJECT /, � JOB I : 1980 South River Road CONTRACTOR S ��77L�N 5+w�4 ITN ����GG SHEET Cib I I 1111 1 1 West Sacramento, CA TEL: (916) 371 0305 DATE 3 0it CLARK COu4 EC�1c PACIFIC FAX: (916) 372-0323 BY L 4 CHECK Ill C,Ovul SCC i t 0 V It/ lb IV6 it-cm0 Pi_ 2Fto cte 4F10 1b� 1X -= r — .=—1 r —1 1— A' '- - I :Fr0 C i 0 ' \ i 1 1 I ,_, 0 i !---4 , „... 1 I / = ,_ a__ ,F1-7-. 0 We NKr,: ps; • PN E s t F34r it 4P34- T N Sr-,Fca owl--cf -9. . \ im CA-ta, 1 b Fy way off Pr-1 E4 -m-124-1.1E(, 44 CooN e c 1-i 4 TDP ,_ P orrv1, • CeNiEcndtl . I, 6 SKEvv /�r�.1C�,i..11 ---�-- 1� _ vrz �4 v-F csua. , s.rg ;&. 7 Fv,.. �. r t ►'�t'1 EDS-i-a (?a W E�.'p ) 1 �'F.e1 rat G1 � Ib ._ L 4; ' CO1,1 u�EC.f o J W i, �l Al 1 ut2 TO V7, S-Eg a W M Ott, W€l.4S : 6\4117/2 01'7, _ 1:4 Ill I ,E.,(AlVil A 514"r ILO CLARK PACIFIC PROJECT Wk IL'Ciro pakkiee JOB &me, I l 1 —I W 1980est SouthSacramentoRiver, CA Road CONTRACTOR H�w SHEET C 1 3 1 I < — E CLARAC i !KC TEL: (916) 371-0305 (,pF 1.4&K �j ,/ � • 0 PF FAX: (916) 372-0323 ByDATC"1 1{IC CHECK FIA124I Wt, CO 14 t b IV COW"_ (75x st, 5 cen4a, RA c�-,.J yah vE9INJ 2 Pitz-►��P i, CO , lb M Cz i.L } - Pruw 5,b7 s; A 3)(6%V/ z I I 1,0 ( CtG-1 Qnq :. Z 7.-0 - 7.31 ; fur cAP-AG t ty @0 1O -f 0471 FuR F6= 5k- 2) (no- 99e0 deet,r ( )Cow)"2 = 7163K 1 SEAR-1Lri C0k1 • Ct)uu, �/ 64. K911-U-1 YYft- PAM e 0 l! 4-3 k > 01.24 K =t� , ; CLARK PACIFIC PROJECT W, �� 160-N Rvi JOB �Oc�O�f- . 1980 South River Road CONTRACTOR I4, w SHEET Ci1'�IIAIIkWest Sacramento, CA DATE CLARK TEL: (916) 371-0305 CONOIC.� W V . ���" III P A C 1' F t C FAX: (916)[moi! 372-0323 BY c - % CHECK -wecri oo iv • 11 1 N>il;. II-Q% • f / xBxtO ,1 N/2— # — 4x 4{— ''-#9.'-Ii C b'' 04. . vi/;- Fs, 2,e5714 x 1-1251& e R ylx6x8 v/4— VP; 4,x 4‘16e1 gru,)9:{i '�J x 4 H D�L 3'' iv _. i0 l- V/ 2- k5X -5-L-Ia"--* -1/ —.�> 5�tb y uI ' — 0 i aIN el - r. a ., * AI At ,..._ i 0 . , 0 0 r lkr swasak •" ' 1 -3 _, I 2tbTX 5-, 0 2 VA G A(0 CIO wf 4- il�,e et,c , .�C�'► I , . 1 .iMa 'CD 1 (Di V A (0 tio ..,1 we iii COvJ/ Ft5 9-ts7“,i rizzok, ,.. 0 0 CD1 1_ 4L4x 3/4.. x 0'- 6N,iit 4V 3'V O 570X 40 4.1 .571bv3 • "' . `. m CLARK PACIFIC PROJECT W Al7i4 Nh rpl %WIZ. JOB ,ri 1980 South River Road CONTRACTOR 1.,4 ‘,4SHEET CI 7, II • West Sacramento, CA CA C' f • LAK:RTEL: (916) 371-0305 r(�}J(� Crt0f,,,, V DATE 3" . P t C FAX: (916) 372 0323 BY 61/1ttA CHECK W €L CIJ y� ( i-n'i) ts-f �► lb 17 s (7 1I/ (4th tc. 06.0)(944-ar) 3.20 K 2.$ie Z (Zr= CP09(1,‘t,ible) 0-7 g-rof w 0-54leX i,c1") 0 g t1-.0 2-10tc let .450 (L$o- -Zt t is r I6 K "z f.tb . to ~— n (24th ktrr 64) fl7F)(1647/0(s)c • It u�� / are.' Olt 19"-,"j�jbgt ,31 IZ MP/4.c'1T (2444 . llit loci Tiely - Co.c)1( a-Me_ C(.0 k)(3�'�-/110) = 17-751( OsikriAm(42) it)O9/'t ) t -e C wt2) l5YY1l G 41 4 U0 961•01€1, Imo yL/ (Votyytcv ?1, = t 0 t • ���'_�-CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 i iiiill,Vllit 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: C ll.: CLARK P A C 1 F 1 C West Sacramento,CA Date: Mar- (916)371-0305 By: G A U& CONNECTION NO : V PANEL : 4F17 hx/hr= 1.000 1= 1.00 Fp(BODY 1)= 1.200 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST. FACTOR: 1.20 Parapet(YIN) Y Fp(FASTENER)= 1.440 Wp II SEIS.FAST. FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 3.20 0.76 0.00 3.20 0.76 0.00 SETS VERT Ev=0.5*Ca'1'D 0.58 0.14 0.00 0.58 0.14 0.00 SEISMIC IN El 0.00 -6.75 0.00 0.00 -8.10 0.00 SEISMIC OUT Eo 0.00 6.75 0.00_ 0.00 8.10 0.00 SEIS LONG El 0.22 0.00 3.10 0.66 0.00 9.30 WIND IN Wi 0.00 -2.37 0.00 0.00 -2.37 0.00 WIND OUT Wo 0.00 2.37 0.00 0.00 2.37 0.00 VEHICLE IMPACT I 0.00 12.75 0.00'' 0.00 12.75 0.00 F FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt • E VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 4.48 1.06 0.00 4.48 1.06 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(El+Ev) 4.42 -5.70 0.00 4.42 -7.05 0.00 1.2D+(1.0)(Eo+Ev) 4.42 7.80 0.00 4.42 9.15 0.00 0.9D+(1.0)(EI) 2.88 -6.07 0.00 2.88 -7.42 0.00 0.9D+(1.0)(Eo) 2.88 7.43 0.00 2.88 8.78 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 4.64 1.05 3.10 5.08 1.05 9.30 0.9D-(1.0)(EI) 2.66 0.68 3.10 2.22 0.68 9.30 5. GRAVITY+WIND INWARD 1.2D+1.3WI 3.84 -2.17 0.00 3.84 -2.17 0.00 0.9D+1.3Wi 2.88 -2.40 0.00 2.88 -2.40 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 3.84 3.99 0.00 3.84 3.99 0.00 0.9D+1.3Wo 2.88 3.77 0.00 2.88 3.77 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 3.84 21.31 0.00 3.84 21.31 0.00 1.4D+1.71 4.48 22.74 0.00 4.48 22.74 0.00 1111 t FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. � =�CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA- A Job: 6004 ii llI lii 1980 South River Road CONTRACTOR: HOWARD S. W RIGHT Sheet: (;17.3 CLARK - P A C ! F O West Sacramento,CADate: Mar-04 III (916)371-0305 By: GAU&BC CONNECTION NO : GI PANEL : 4F17 hx/hr= 1.000 1= 1.00 Fp(BODY 1)= 1.200 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 1.20 Parapet(YIN) Y Fp(FASTENER)= 1.440 Wp II SETS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 -0.76 0.00 0.00 -0.76 0.00 SEIS VERT Ev=0.5*Ca*l*D 0.00 -0.14 0.00 0.00 -0.14 0.00 SEISMIC IN Ei 0.00 2.90 0.00 0.00 3.48 0.00 SEISMIC OUT Eo 0.00 -2.90 0.00 0.00 -3.48_ 0.00 SEIS LONG El 0.00 0:00 , 0.00 0.00 0.00 0.00 WIND IN Wi 0.00 1.06 0.00 0.00 1.06 0.00 WIND OUT Wo 0.00 -1.06 0.00 0.00 -1.06 0.00 VEHICLE IMPACT I 0:00 -6.75 0.00 0.00 -6.75 0.00 • FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 -1.06 , 0.00 0.00 -1.06 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 1.85 0.00 0.00 2.43 0.00 1.2D+(1.0)(Eo+Ev) 0.00 -3.95 0.00 0.00 -4.53 0.00 0.9D+(1.0)(Ei) 0.00 2.22 0.00 0.00 2.80 0.00 0.9D+(1.0)(Eo) 0.00 -3.58 0.00 0.00 -4.16 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 -1.05 0.00 0.00 -1.05 0.00 0.9D-(1.0)(EI) 0.00 -0.68 0.00 0.00 -0.68 0.00 • 5. GRAVITY+WIND INWARD 1.2D+1.3Wi 0.00 0.47 0.00 0.00 0.47 0.00 0.9D+1.3Wi 0.00 0.69 0.00 0.00 0.69 0.00 • 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 -2.29 0.00 0.00 -2.29 0.00 0.9D+1.3Wo 0.00 -2.06 0.00 0.00 -2.06 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 -11.71 0.00 0.00 -11.71 0.00 1.4D+1.71 0.00 -12.54 0.00 0.00 -12.54 0.00 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. CLARK PACIFIC PROJECT W 141��71-04 ,0� JOB 6004 n16; 1980 South River Road CONTRACTOR H5w SHEET C17,i, liTiii.::--::,i West Sacramento, CA TEL: (916) 371-0305 1v 0 DATE 3J..D� • C L'A R K Gf9 NU�G�'1t�,1 CHECK PAC 1 F C FAX: (916) 372 0323 _ BY (,.fj-� 14 Vt9'90 C•1.171 Ein i( Y, DL t 1 W1PT" R = 22-/4 k. et 4' (.7-'45-' ) = CO.9)(00Pai o-31)(7) 41.1 :: ' ,S-K. > 22-l4- k = " 1 ' -3 e'�� ( Qt.+ vEl,hV'1t& Ii (AAA = 9'-30-4 i v- —MKY`'' vt,tr 6.., )(r2-4 12- l 1t =. III I III 0 -e-1—_ id (444 0/6=(a esXbboX4,Lo i) 4 "2 v -0 91/0 eiXicz, ct•-ct . 7 ci,3o it Ole tk t v = (0%16)4.0/i)(4)(0.2.) _ *O e ?ci.-3.vyt, / Tt. c.c (4-?4,14)ft, c .7-0-let =.. 4'P1! (1-w5)= Ho.? 7 C,4'70e got' f 2s (A9wPC2 Cvc PirotT- 1.:.�...� PtA 9TVoc 2 1 K (park/v/4'6v v ) I ----v- fmossimm l'- 1 i = ' i 3Y 4 Vic= Co,es)(4)(129.5)0 14-e--I—V9� le -.40001 • 6 " 21-� 4 y 1-6i+ k 0/4 P,. = `QZft z 4.”-t< cm aP= (lls8"Y4' \-c1•9 Iu/- CLARK PACIFIC PROJECT W � � , �� , JOB , lli�l�®l' 1980 ver,RoadH51 SHEET 17,,5 West South SacramRiento /+ CONTRACTOR CA DATE 1 • CLARK L: G9Ni..�Et,fl0LI ® 410 '.-'n�' P.A C I, F, I. C TEFAX: (916)(916) 372 0323371-0305 BY C"1 CHECK 9 , LIPPER ewer, F411Seg �z C.-- T ,, . ,_\-,A , , ,►U v 4-c v'44 „‘ r ...i.i...„ (2- *4) _ 71..6 k ( --'s 911412 RAz I,7J (Tt i) e `'' rip. i7-2so 7 .5 0 T"' (f2'kitil)(V)/7g1 c /7'l.20K 6 ) tNZ Ptitz3 (L )( o + 11.9"/Or 1 (9,3412 \ 7' 1✓t (0_ .@5 c y et z)(0 �, • I . ' I 1E3 1 I I rte, 1,,/_t V �U 7 L b ✓�jIc c/� . y / 2Ptitit - (9-3811 294! ? "M Dluh Pte= RTO = 2?-?4k / 7-14 -o--- =(OsiX1W491)(P,b25)74- 40N= 257-'3 \t°14 yV-'. Pi CI f3 . ... D., e• CLARK PACIFIC PROJECT V �7�11�1Cirt�t,! JOB o�� ,,_f A�'��I�®�I 1980 South River Road CONTRACTOR- SHEET (IT� West Sacramento, CA DATE -3-041" III CLARK TEL: (916)371-0305 CiOh ofcr(,OuIv 0 r�,�,, PA CI F h l /t C FAX: (916) 372-0323 BY CHECK y-, 00111901 Q L v41 0is �•`i`� Z ?.54 /*I.* t12aZ 3(04 14 (,4K r1 4' 2ce (o5)( X ? )( ) WC O . — ` ._� -) ----_, et,t 3O - ; K y 3... 741- 1C /.- )9 0-55 10)(41-, IOU-) 1z z iNZ 5 co 9 Az)&11/ 4-0- rzzI.1 z5" VAttitc 4--Wc. ' ivi4 RA-vi j __.3„. i III , , o-,,,,i t 9,4 ryivt iv-vuxi.50-1‘,) + (( xi" ) CK.. + r 'c) , '' 24.E rc-iy c.Y4-� c' Co1)� 3-b 1)029C0-750 Z/4•v- 27-3 te-to y 74--Cf- , ,-1/141 V Qvt,L 27i i (:: - - (14 . (o )c )(' ,'t)(o.1Si r I e i 7 27.741- 04. RA 4. pj = Z214-KZ4 t hcl- ) -ia kO •7 rL 0 ph IP& 4 1458K 27.3 K-ILI c , to cefiLirw L . Cue t,r f 6.511 27-74e t 24-ct icia d,cj 7 L I.-n 014 • 151540e- 2-el-C --ti 1 77CLARK PACIFIC PROJECT vvpit,-11i`.lhim] 9t2vtet 'E JOB 6C04 —111111 1—,-I 1980 South River Road CONTRACTOR ti-17' 1A/ SHEET ca. 7 IWest Sacramento, CA • CLARK TEL: (916) 371-0305 CO��' e�t?t! ® gi) DATE 1 I ��O�} PACIFIC FAX: (916) 372-0323 BY 6.-„Prvt CHECK G. WW2 1J t,'t7, //LL( C ( 1 ,`t '27:74 IC i N T.= ( /2)( U)z 4-,.1 I K 12vtt t it P-414 —04— evt r 34.l l t (4.cSief 1u 51' s 44sw s b b qt4 > .ro-85- qba az • '7 4 1.-IMACie voE4,19 (21v= \2,9-ttlet clA= I294g. = q-lB 1cha OW/ (0.1.0 411,1 ? 4,15 gio CM 0 'ter " CLARK PACIFIC PROJECT- wv14/4111,t�"li) y6L JOB tioEOk .--- IIflhIV I 1980 South River Road CONTRACTOR 1,411,41,6) SHEET 011.0 1111 11 z 11 West Sacramento, CA CLARK TEL: (916)371-0305 Cot- uECrlOHI 1�1 DATE 3-0,,,.. III PACIFIC'. FAX: (916) 372-0323 By Elmo CHECK G µ0 E rtIiu6 0 Uh5 'F#2,c 51i b x C'-7 i 0'h 0- I'-On 44- y v,),/ "el, Rote O0 3/v'4 4 to't OeuOt,E 009 iv l u 47m r (4-Nh2E9) ki l a, 3'I 3t� 1itij 3t' j Z3/4-�� y 1/ " 3'I i 3 I I 0 / C6 1 1. �-- — � i` - i , it,. . , = ... a .. ro C 0 I( 71h • 1 430 ( , -. E NOV- tt 1 0(7110,4ID _ ..�. Q i === 0 , 1---- 1— —6 — — I I- - _...--T a--s N t N ; ill �J 11 e e: ,, _ (,PIWO e i s _ . _ 1 _ /ibLib 2 C) RV/ (2x-k 3/112x 1'-84 I11 0 I q4--*.ff eetim veSty p l4 R v g2><3 ip v/R vlltAc.x7 0 ® Hby GA 2,c 5/R,A 11-7" — — — . 3 5 �! • w/ R /110A x Z V. © w/I ! Y, �/ hofx3'i r I- ©S/4`' 4 CQut, vi "�/Nu;� ' C r- �� r r1� CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA- A Job: 6004 a Ili 1111ii 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: et b,[ West Sacramento,CA Date: Mar-04 • (916)371-0305 By: GAU&BC 1 CONNECTION NO : CI) PANEL : 3F26B hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 0.28 0.00 0.00 0.28 0.00 SEIS VERT Ev=0.5*Ca*I*D 0.00 0.05 0.00 0.00 0.05 0.00 SEISMIC IN Ei 0.00 -1:17 0.00 , ? 0.00 -3.51 0.00 SEISMIC OUT Eo 0:00 1.17 0.00 0.00 3.51 0.00 SEIS LONG El 0.00 0.00 0.00 0.00 0.00 0.00 WIND IN Wi 0:00 -0.91 0.00 0.00 -0.91 0.00 WIND OUT Wo 0.00 0.91 0.00 0.00 0.91 0.00 VEHICLE IMPACT I 0.00 3.00 0.00 0.00 3.00 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt 110 VERT TRANS LONG VERT TRANS LONG 1 1. GRAVITY 1.4D 0.00 0.39 0.00 0.00 0.39 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -0.78 0.00 0.00 -3.12 0.00 1.2D+(1.0)(Eo+Ev) 0.00 1.56 0.00 0.00 3.90 0.00 0.9D+(1.0)(Ei) 0.00 -0.92 0.00 0.00 -3.26 0.00 0.9D+(1.0)(Eo) 0.00 1.42 0.00 0.00 3.76 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 0.39 0.00 0.00 0.39 0.00 0.9D-(1.0)(EI) 0.00 0.25 0.00 0.00 0.25 0.00 5. GRAVITY+WIND INWARD 1.2D+1.3WI 0.00 -0.85 0.00 0.00 -0.85 0.00 0.9D+1.3Wi 0.00 -0.93 0.00 0.00 -0.93 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 1.52 0.00 0.00 1.52 0.00 0.9D+1.3Wo 0.00 1.44 0.00 0.00 1.44 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 5.14 0.00 0.00 5.14 0.00 1.4D+1.71 0.00 5.49 0.00 0.00 5.49 0.00 • t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. CLARK PACIFIC PROJECT WA4,�T 1 .Qta JOB outhRivrRd CONTRACTOR HWIIflhl1k West Sacramento, CA ' CLARK TEL: (916) 371-0305 CO NLI E cr t DATE cit 18 3-ott • P A. C I F I C FAX: (916) 372-0323 BY co.fri CHECK n, Pattolikr or RI c21-kA= 5,4-C. Cc rw\Vio) if I 1.19(2414% -1.tikkit if 0- )02^u) z 71411C ?LA ( 'X '/is ' :75 13.50 12,5' ,,eac 2S'!16%1 111°w" (8"Xt9") —(0(419r s w ( = Co, C A)C1 Wo tpc,,r o _ atik_ 32-v, K CtNWYi ) . .__ 2-51 , g,z 3 Zto , 13151c = a l b K ? 5t Til r4 REQWUP _ I2e,(2, `,9 = 1.-7511 0, 12FktE IN N1/2 Et m s5 = a ,VA-tA= -5A-ct k 0 . - \ 1v1TFJ?to-f2, Fifa \OA'‘Ar 62-roVr7-54) -= 663v ••-•it4 erp z 4, e t (psi )(4? )(z-571x3) = pro.4 K-iu rva 14ti5 s424 5110 U. • C, 05/)(4Vb Kin.) 3.45 'u;) = 1413 i'u F/L 4 ( A.3 F-3/l.b G 7777 CLARK PACIFIC PROJECT w14lWwirc;,0 ivne JOB wo _ 1 I ��� i 1980 South River Road CONTRACTOR SHEET 'T West Sacramento, CA G� • CLARK. TEL: (916) 371-0305 CJpN0 M DATE -D�t` P A C-1 F F C FAX: (916) 372-0323 BY pm,t CHECK r1 , GO►t, PTV C �`CtCt +12g-lc (0'75)(0'15)(70 i)(0- ) = 17 �- C > 641 is 0 C0ut, 1Ut7r2r • 'tA (t- ) r -6A)r 6 °nc) 7-14K .+9c,= 20,E ?p, x. 1s-cK > 7,t4ic GIA,3 O • 74717.7-777.:::7.:.; CLARK PACIFIC PROJECT Nla61w rr- U JOB (vf2r 44 � I�� 1980 South River Road CONTRACTOR t t 5W SHEET ��� AI Ii West Sacramento, CA CLARK TEL: (916) 371-0305 COOLI -CrI N ® DATE 3- ,. PACIFIC FAX: (916) 372-0323 — ""'—^ BY &hi HECK t Gn>J LECTlou 0 i, ,lz i'-o0 2- tt-ir 4µ001w o � w/4- 4 x i'-8, 7 1 a 21/40 x 2:041 OA, cvr..._ti-,7%-$ 0 R 1/S). It'.4 oil 0 W/r0 24 51leX. F121&' Q 4 ' v,)/044. 4,2 ,4014.;.or 0 . . . _ . . N �, 0 f? 56 01( -- . d , 3Vq 3/1+a V Z l WHO r 2'i 0 . • 0,____________________------------- ! i ' v \ ' ,, . , „9 Pit+-IEc �q — — -- __.� 2Ft2 (,r1 1. 4Fq crn) Fizt 4F12 tiii) © . t� 11CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 �'11 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: Ci(s; I CLARK P A C I F ' C West Sacramento,CA Date: Mar-04 ii• (916)371-0305 By: GAU&BC CONNECTION NO : V 0 PANEL : 4F34 nxInr= 1.000 T-OF-P E RRA Crl 0.1 I= 1.00 Fp(BODY 1)= 0.480 Wp �i0 = 2 0.1 .;•,r 1 Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST. •CTOR: 3.00 Parapet(YIN) N `Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00. V 1 BODY F ES FASTENER FORCES BASIC LOADS VERT S LONG VERT TRANS LONG GRAVITY D 6.15 0.32 0.00 6.15 0.32 0.00 SETS VERT Ev=0.5*Ca*I*D 1.11 0.06 0.00 1.11 0.06 0.00 SEISMIC IN Ei 0.00 -1.62 0.00 0.00 -4.86 0.00 SEISMIC OUT Eo 0.00 .1.62 0.00 0.00 4.86 0.00 SEIS LONG El 0.25 0.01 ': 0.00 0.75 0.03 0.00 WIND IN Wi 0.00 -1.26 0.00 0.00 -1.26 0.00 WIND OUT Wo 0.00 1.26 0.00 0.00 1.26 0.00 VEHICLE IMPACT I 0.00 ' 4.49 0.00 0.00 4.49 0.00 BODY FORCES FASTENER FORCESt FACTORED COMBINATIONS VERT TRANS LONG VERT TRANS LONG . 1. GRAVITY 1.4D 8.61 0.45 0.00 8.61 0.45 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 8.49 -1.18 0.00 8.49 -4.42 0.00 1.2D+(1.0)(Eo+Ev) 8.49 2.06 0.00 8.49 5.30 0.00 0.9D+(1.0)(Ei) 5.54 -1.33 0.00 5.54 -4.57 0.00 0.9D+(1.0)(Eo) 5.54 1.91 0.00 5.54 5.15 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 8.74 0.45 0.00 9.24 0.47 0.00 0.9D-(1.0)(EI) 5.29 0.28 0.00 4.79 0.26 0.00 5. GRAVITY+WIND INWARD 1 1.2D+1.3Wi 7.38 -1.25 0.00 7.38 -1.25 0.00 0.9D+1.3Wi 5.54 -1.35 0.00 5.54 -1.35 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 7.38 2.02 0.00 7.38 2.02 0.00 0.9D+1.3Wo 5.54 1.93 0.00 5.54 1.93 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 7.38 7.57 0.00 7.38 7.57 0.00 1.4D+1.71 8.61 8.08 0.00 8.61 8.08 0.00 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 Hl_ ,1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: a(p2„ CLARK P A � I F C West Sacramento,CA Date: Mar-04 (916)371-0305 By: GAU&B CONNECTION NO : • PANEL : 4F34 hx/hr= 1.000 I= 1.00 Fp(BODY 1)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(Y/N) N ' Fp(FASTENER)= 1.440 Wp II SEIS.FAST.FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 0.07 0.00 0.00 0.07 0.00 SEIS VERT Ev=0.5*Ca•I•D 0.00 0.01 0.00 0.00 0.01 0.00 SEISMIC IN Ei 0.00 1.38 0.00 0.00 -414 0.00 SEISMIC OUT Eo 0.00 1.38 0.00 0.00 4.14 0.00 SEIS LONG El 0.00 0.00 0.38 0.00 0.00 1.14 WIND IN Wi 0.00 -1.07 0.00 . 0.00 -1.07 0.00 WIND OUT Wo 0.00 1.07 0 00 0.00 1.07 0.00 VEHICLE IMPACT I 0.00 3.28 0.00 :_ 0.00 3.28 0.00 FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG III 1. GRAVITY 1.4D 0.00 0.10 0.00 0.00 0.10 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(Ei+Ev) 0.00 -1.28 0.00 0.00 -4.04 0.00 1.2D+(1.0)(Eo+Ev) 0.00 1.48 0.00 0.00 4.24 0.00 0.9D+(1.0)(Ei) 0.00 -1.32 0.00 0.00 -4.08 0.00 0.9D+(1.0)(Eo) 0.00 1.44 0.00 0.00 4.20 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 0.10 0.38 0.00 0.10 1.14 0.9D-(1.0)(EI) 0.00 0.06 0.38 0.00 0.06 1.14 I 5. GRAVITY+WIND INWARD 1.2D+1.3Wi 0.00 -1.31 0.00 0.00 -1.31 0.00 0.9D+1.3Wi 0.00 -1.33 0.00 0.00 -1.33 0.00 - 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 1.48 0.00 0.00 1.48 0.00 0.9D+1.3Wo 0.00 1.45 0.00 0.00 1.45 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 5.33 0.00 0.00 5.33 0.00 1.4D+1.71 0.00 5.67 0.00 0.00 5.67 0.00 t-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. • SII -avi-_-_ ff-CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 iilifill��lli 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: - CLARK �.��.� P A ° 'EF' C West Sacramento,CA Date: Mar-04 III (916)371-0305 By: GAU& BC CONNECTION NO : 19 PANEL : 3F12&3F9 hx/hr= 1.000 I= 1.00 Fp(BODY I)= 0.480 Wp Ca= 0.360 Fp(BODY II)= 0.480 Wp 1 SEIS.FAST.FACTOR: 3.00 Parapet(YIN) N Fp(FASTENER)= 1.440 Wp II SEIS.FAST. FACTOR: 3.00 BASIC LOADS BODY FORCES FASTENER FORCES VERT TRANS LONG VERT TRANS LONG GRAVITY D 0.00 0.63 0.00 0.00 0.63 0.00 SEIS VERT Ev=0.5*Ca*I*D 0.00 0.11 0.00 0.00 0.11 0.00 SEISMIC IN Ei 0.00 -0.34 0.00 0.00 -1.02 0.00 SEISMIC OUT Eo 0.00. 034 0.00 0.00 1.02 0.00 SEIS LONG El 0:00 0.00. 0.38 0.00 0.00 1.14 WIND IN WI 0.00 -0.27. 0.00 0.00 -027 0.00 WIND OUT Wo 0.00 0.27 0.00 0.00 0.27 0.00 VEHICLE IMPACT I 0.00 1.71 0.00 0.00 1.71 0.00 • FACTORED COMBINATIONS BODY FORCES FASTENER FORCESt VERT TRANS LONG VERT TRANS LONG 1. GRAVITY 1.4D 0.00 0.88 0.00 0.00 0.88 0.00 2. GRAVITY+SEISMIC TRANSVERSE 1.2D+(1.0)(E1+Ev) 0.00 0.53 0.00 0.00 -0.15 0.00 1.2D+(1.0)(Eo+Ev) 0.00 1.21 0.00 0.00 1.89 0.00 0.9D+(1.0)(Ei) 0.00 0.23 0.00 0.00 -0.45 0.00 0.9D+(1.0)(Eo) 0.00 0.91 0.00 0.00 1.59 0.00 3. GRAVITY+SEISMIC LONGITUDINAL 1.2D+(1.0)(EI+Ev) 0.00 0.87 0.38 0.00 0.87 1.14 0.9D-(1.0)(EI) 0.00 0.57 0.38 0.00 0.57 1.14 5. GRAVITY+WIND INWARD 1.2D+1.3W1 0.00 0.41 0.00 0.00 0.41 0.00 0.9D+1.3W1 0.00 0.22 0.00 0.00 0.22 0.00 6. GRAVITY+WIND OUTWARD 1.2D+1.3Wo 0.00 1.11 0.00 0.00 1.11 0.00 0.9D+1.3Wo 0.00 0.92 0.00 0.00 0.92 0.00 7. GRAVITY+VEHICLE IMPACT 1.2D+1.61 0.00 3.49 0.00 0.00 3.49 0.00 1.4D+1.71 0.00 3.79 0.00 0.00 3.79 0.00 IIIt-FOR ANCHORAGE TO CONCRETE(REBAR EXCEPTED)APPLY ADDITIONAL LOAD FACTOR OF 1.3 PER UBC/CBC 1923.3. -77 CLARK PACIFIC PROJECT vwortfrnot,r ,9,04vez JOB 4 - 1111111f1980 South River Road CONTRACTOR HJYV SHEET ii �laa West Sacramento, CA Gly Z ct CLARK coNo f 1t9�} DATE �-"� TEL: (916) 371 0305 ! " PAC 1 F I C FAX: (916) 372-0323 --- BY C,,, rk CHECK I , 21 , O Fet, 4Fw 5111 Bc Pt \J 4K.LE 1VAM - \ . (21A : ,-1Cj \\- 4, c2 (I- it4)= G iale > 931r, cz t r 9, retioviic. , i Pitti(1.0X RAM X Fci torn f. Fi1 I,1ck It ( - ___)( OG= 4"4AfAb 7 , II j If (o.bs)01 G90•3,)(0 �- o -to ii ______), 4)(44 11.04 > I.(e3 x = 2'' Zs' P= (vt Z"i- V) . 2Ft2, .3 fl z, A-FIz F (:17 ( 25141't?.i t 2.384) n . \Fa+11Gi 1wPk,r ; ; ( "x28') 'Fium 3.3gK (1= 4�1 s� _ (c,9 3 t� z pci,=co_ssxikT,--,-,,„ ,4000 ,f3.-slit213,75,:tIf{kt 1-°4 '7 451 ‘t 119' 1 if-1\ I \ 04 rz P4 4 / n-p= (e3,76")z t1, ff2i )(37511. 137-41- 1,L4 7 'Cffr,777":77-77-- CLARK PACIFIC PROJECT vvii1,71410 ci To a a utli2E JOB (1,10ft ..._ iiL-- 1980 South River Road CONTRACTOR ki,744 SHEET c i 3 n'lli ,,, West Sacramento, CA 110 CLARK PACIFIC TEL: (916) 371-0305 FAX: (916) 372-0323 Ct9i414€CrtU1-1 . DATE 3.,,oer BYfiihil CHECK 1 Wellt91, ,Pvt= ,--Pt Yt. 1.5z Will e_ 6 'T , glij C14 JC r 2.541 III • —CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 i I 1980 South River Road CLACONTRACTOR: HOWARD S. WRIGHT _Sheet: DO RK °"` ' F ' ` West Sacramento,CA Date: Mar-04 1 11111 (916)371-0305 By: GAU&BC PANEL DESIGN INDEX PANEL SHEET PANELS SHEET REBAR DEVELOPMENT AND HOOK DETAILS D1 SPANDREL REINFORCING D2 COLUMN COVER REINFORCING D3 S 1111 1� �f CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 iiIlll lll�iil 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: D1.0 CLRK P A CAF West Sacramento,CA REBAR DEVELOPMENT LENGTHS Date: Mar-04 (916)371-0305 By: GAU&a REBAR DEVELOPMENT LENGTHS ACI 318-95 1. DEVELOPMENT OF STRAIGHT BARS IN TENSION - ACI Section 12.2.2 REQUIREMENTS #6 and Smaller #7 and Larger Clear spacing .2db Clear spacing >_1" Ld = (db)(fv)(a)(R)(A) Ld = (db)(fy)(a)(8)(A) Clear cover >_db 20,/fc Clear cover >_3/4" TYPICAL VALUES (a = = 1.0, fy=60 ksi, fc =4,000 psi) NORMAL WEIGHT CONCRETE LIGHT WEIGHT AGGREGATES A=1.0 Ld/db Ld (in) A=1.3 Id/db Ld (in) #3 37.95 142 • use 15" #- 3 49.34 18.5 use 20" #4 , 37:95 19.0 " ▪ use 20" #4 49.34 24.7 use 26" #5 37.95 : 23.7 use 26" #5 49.34 30.8 use 34" #6 37.95 28.5 use ' #- 6 49.34 37.0 use 39" #7, 47.43' 41.5 • use 44 #7 61.66 54.0 use 58" #8 47.43 47.4 . use 50" ` 8 61.66 61.7 .. use 65" Ld = development length (in.) >_ 12 in. TYPICAL BARS USED FOR PRECAST PANELS fc = compressive strength concrete (psi) fy= reinforcing yield strength (psi) = 60,000 psi db = nominal bar diameter (in) Placement Factor a = 1.0 typically = 1.3 horiz bars w/ .12"fresh concrete placed below Coating Factor /3 = 1.5 epoxy coated bars w/ s 3db clear cover or < 6db clear spacing = 1.2 all other epoxy coated bars = 1.0 uncoated reinforcement Lt. Weight Factor A = 1.3 when lightweight aggregates are used = 1.0 for normal weight concrete 2. DEVELOPMENT OF STRAIGHT BARS IN COMPRESSION ACI Section 12.3.2 Ldb = development length in compression >_8". Ldb = (0.02)(db)(fv) (for fy= 60,000 psi, fc <_4,445 psi) ,/fc USE 8" MIN. j Ldb = (0.0003)(db)(fy) (for fy= 60,000 psi, fc >_4,445 psi) fc= 3,000 psi fc =4,000 psi / fc >_\• •si SIZE Ld/db Ldb (in) SIZE Ld/db Ldb '- SIZE Ld/db 1,c1b (in) #3 21.9 8.2 #3 19.0 7.1 #3 18.0 6.8 #4 21.9 11.0 #4 19.0 9.5 #4 18.0 9.0 #5 21.9 13.7 #5 19.0 11.9 #5 18.0 11.3 #6 21.9 16.4 #6 19.0 14.2 #6 18.0 13.5 • #7 21.9 19.2 #7 19.0 16.6 #7 18.0 15.8 #8 21.9 21.9 #8 19.0 19.0 #8 18.0 18.0 _ � .CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 _ 11Iii1IPi 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: D1.1 CLARK III "A ° ' F ' ° West Sacramento,CA Date: Mar-04 (916)371-0305 REINFORCING HOOKS By: GAU& BC REINFORCING HOOKS ACI 318-95 3. DIMENSIONS AND DEVELOPMENT LENGTHS OF STANDARD HOOKS: (#3 -#8 BARS ONLY) Ldh - Ldh Critical Section Critical Section vim ' 1 i �i�i 1 / I .0f' 1 / \ \ co / CD 1 4db or 2.5"min 4db Ldh = (Lhb)(f1)(A) Coating Factor,fi = 1.0 Uncoated bars Ldh _.6" 1.2 Epoxy coated bars Ldh __.8db Light Weight Factor,A = 1.0 Normal Weight Concrete Lhb = 1200db/,ffc (for fy= 60 ksi) 1.3 Light Weight Concrete = 19db (for fc =4,000 psi) TYPICAL VALUES (S =A = 1.0, fy=60 ksi, fc =4,000 psi) BAR BAR DIA. PIN DIA. 4db 8db 4db+2.5" 16db Ldh USE SIZE db (in) D (in) (in) (in) or 8db (in) (in):' (in) (in) #3 0.375 2.25 1.50 3.00 4.00 6.0 7.13 8;A. #4 0.50 3.00 2.00 4.00 4.50 8.0; 9.50 10:0, #5 0.625 3.75 2.50 5.00 5.00 10.0 11.88 12.0 #6 0.75 4.50 3.00 6.00 6.00 12:0 14.25 15.0 #7 0.875 5.25 3.50 7.00 7.00 14:0 , 16.63 17.0 #8 1.00 6.00 4.00 8.00 8.00 16.0 19.00 19.0 4. DIMENSIONS OF STIRRUPS AND TIE HOOKS: (#3, #4,#5 ONLY) :9_ n (7)773If D=4db BAR BAR DIA. PIN DIA. 9db 6db or 3" SIZE db (in) D (in) (in) (in) #3 0.375 1.50 3.375 3.00 1 #4 0.500 2.00 4.500 3.00 411 #5 0.625 2.50 5.625 3.75 N, " CLARK PACIFIC PROJECT w N'1.41,1 %,ti q�,�- JOB c,Pc;4 ii�l if 1980 South River Road CONTRACTOR 1,4%,4, SHEET 177 I i West Sacramento, CA DATE CLARK TEL: (916) 371-0305 yPi"tsrp/...61. 9E/Nro4.Ctotr 3-v III PAC I FIC FAX: (916) 372-0323 BY CHECK Q -I G C? ,IN uc 1O 4j1 V4" I Lod r_0 Z 0 21l0 2 1/4.0 4,1 0 —. -3. EM II 111 �C! :f• ei . I I CL I • ) il ' \ 1, it I = 1 I+` 0 f'" y �:[ :- , g .\ ' it / * , , f i N r t i 1, III E , 0 �® { , ilt 1 1 1 ,c), - _ A , ; il 4° 420 ' "ill 414 0 0 a Ybair ?-CGS CIO V 04 ICIE IWI 14 A. G 42 0% 2- 44- A —1o Q, 5 Ler(3 PfiNE tb (v19410,6- tYhPira) ® (Dog. Ro4E aft ; 0 � . g ua'� Ca4)4 C ?IP ,e _ ---- e v.ivilce4 - 14- 4- \I for 8 mat, _pa/Fabi,,t, iial7reo"r I a Wn 4017(/0 P/p co4z (D crus C f ) 0 4 - #41- V1r ® 3fQ 47x 3(1;11 cot, Loop .c..E PNEL DPP YJ tt)ri'j Fitt P+lct 1-t a1. ' . CLARK PACIFIC PROJECT WAlviAturi tater COs 1980 South River Road CONTRACTOR kt;wSHEET ;11114616.--iWest Sacramento, CA 2 • RK 371-0305 !J.Pr L R.EIe.��U.r�C duh DATE '3-04. C PALC 1AF 1 C FAX:TEL: (916)(916) 372 0323 BY« CHECK I , TEMPE 9-AttVe 4 5keItArlyi (22:ktol F, ►( rzcz vz (0.9018)(5")( ')z 0,tot, 114 2/ IFi' Pel ( #4'S e 91' 1 ) : 0,70 11-12/Fr > 0,10i5 (J- /Fr per. Z , HoerF01. 1 Dm, - P�ha� ( cE �I linAPPrCr i7 ,bei _ 1211 rvt , = 2-°1e K ' = 1,3zt k- fr T azki tr•-tom= lc- Fr c = 2'I (MIN) Yritt fip.ec,.‘o 1411 (4D-Ce rh4itty715) - # 4 e b 0G., 040 La1-/Fr VAN, Kt41,701-1Trrt N,0 t V Pki-r mv= L(9et- Iv-Fr YVP7 _ 0.5'5 + 0 Pi 1/t.ct = I,i fF- be..U-= = (Vrita) Stg VEG` Z a t% Lal r' — # 4 & 19,st o C• -bc 01.2v 11-1ZI191- �. VF flC r4tz. &4/1/9 G Couuecru lywitz St k-Fr 1 +117c 2.73 k-r-rt 0•77s k-(Tr 3-08 %U-Fr fibb 171 ©. lus/F-j 1 r �k�F - �� 1N 11 ice= 040101/Ff CLARK PACIFIC PROJECT t Hiwi rm 50.4140- JOB �0� 1A1I ,ii i 1West980 SouthSacramento, CA River Road CONTRACTOR H470/ SHEET 22,2 DATE CLARK TEL: (916) 371-0305 .. t2 L ( ILI C1ZJ11 3—D �' PACIFIC FAX: (916) 372-0323 By(FYI CHECK 5, T'��1Cni, z YIr1�= t-019 ‘T-' y= 1-(7 k-Fr b,.ep.0 = 19-11 t� _ -s" (i ) c ©•Lci t 2 /Fr Cy e7) lA1' — i Ga (1-`' O-C• - < PIN= ©•ZO 1 /irr 6, 4a' C►l t, PAD9 11. 1Lt- P0)-1 E Fizriv (')O' Trim 1-rrufir-t}(V75 pt,FX0,y-6) c 540 K. IQ \1A/e//a= 0.541 e ciAtc, _ 478#014A0). r (o & X&OOXl)( `- )*/tvvv C -D• z = Lot Itt/IFA s 6-7eX&Ote-00(0.4-42) -= 1cf c ciAtc. 44 0Y- 31 IOWA cr 0)4 4tF34. rvW- ftt z 6,3 xt-7)(2-'.fit 0= 517 IG ape 6--9-`)37 3t-5" ILO drP c (0.65X1V-5 ete,= 8- k 7 S•l7 t9 Panel 4F34 2 3 VisualAnalysis 5.10 Report Company: Clark Pacific Engineer: Glen Underwood Billing: 6004 1111 Project File: 4F34.Vap Folder: S:\PROJECTS\6004\ Plate Global Forces Plate Material Result Case Name Location MX MY MZ ft-K/ft ft-K/ft ft-K/ft P538 Concrete 1.2D + 1.3W First Order R6 0.25 1.56 0.00 P675 Concrete ,1.38D + 1.0ET First Order R1 -1.64 -0.83 -0.04 •P676 Concrete 0.9D + 1.0ET First Order R1 -0.64 -0.31 -0.12 P676 Concrete 1.38D - 1.OET First Order N55 1.32 0.63 0.16 P680 Concrete 1.38D + 1.OET First Order R2 -0.03 -1.63 0.02 Plate Global Forces Plate Material Result Case Name Location MX MY MZ ft-K/ft ft-K/ft ft-K/ft P538 Concrete 1.4D + 1.7I (I @ RIGHT) F R6 5.09 0.00 P675 Concrete 1.4D + 1.7I (I @ MIDSPAN) R1 -2.96 -2.02 -0.09 P676 Concrete 1.4D + 1.7I (I @ MIDSPAN) R1 -1.78 (7: 94 1 -0.31 P680 Concrete 1.4D + 1.7I (I @ RIGHT) F R2 -1.15 .13 ) 0.04 P680 Concrete 1.4D + 1.7I (I @ RIGHT) F R4 1.8 -' 2.71 0.26 Mi. : YhwAa1r 04 - X-FAGS ------,..),,c1 ) C- 1(i r();(/ IV Panel2F26B . VisualAnalysis 5.10 Report 0 I J ig,_'"- ! = fir 01-I V_ Fie Company: Clark Pacific Engineer: Glen Underwood Billing: 6004 Project File: 2F26B.Vap Folder: S:\PROJECTS\6004\ Plate Global Forces Plate Material Result Case Name Location MX MY MZ • ft-K/ft ft-K/ft ft-K/ft P36 Concrete 1.2D + 1.3W First Order N40 -0.06 -0.82 -0.03 P193 Concrete 0.9D + 1.3W First Order R7 -0.74 -0.56 0.00 P193 Concrete 0.9D - 1.3W First Order R7 0.73 0.56 0.00 P546 Concrete 0.9D + 1.OET First Order R2 -0.11 -0.44 -0.04 P546 Concrete 0.9D - 1.3W First Order R2 0.31 0.50 0.05 P565 Concrete 1.2D - 1.3W First Order R4 0.46 1.08 0.00 Plate Global Forces Plate Material Result Case Name Location MX MY MZ ft-K/ft ft-K/ft ft-K/ft P35 Concrete 1.4D + 1.7L First Order N49 -0.60 0.35 -0.08 P296 Concrete 1.4D + 1.7L First Order N337 -2.27 -2.00 0.00 P297 Concrete 1.4D + 1.7L First Order N337 -2.28 -1.90 0.00 1111 P546 Concrete 1.4D + 1.7L First Order R2 0.58 1.22 0.14 P575 Concrete 1.4D + 1.7L First Order N644 -0.03 2.83 0.00 P575 Concrete 1.4D + 1.7L First Order R4 1.25 2 .53 0.00 VisualAnalysis(version 5.10)- Global Moment-X Panel 4F34,Tue Mar 09 18:05:20 2004 Clark Pacific,Glen Underwood,6004 All Elements: ��'� 1.4D+1.71(I @ MIDSPAN) Max=1.36 ft-Kitt(P680) Min=-2.96 ft-K/ft(P675) Selected Elements: Max= 2.96 -K/ft (P675) III Min=-2.96 ft-K/ft(P675) 2.96 ft-K/ft I -.;e�4 .1 ,,h 1.88 ft-K/ft : , , t, ' k"r� r Y t c x. -0.80 ft-K/ft a'�j*4ky, ,`�aliak . ,�,ti* ` �,t 4 i'"�� ' €�`ag �..)I �' X0.28 ft-K/ft trili ti 1 _1 'L^ 4y1i 16. ,(.t;- z ' Z 11C4 1:36 ftK/ft a�•1u�4 �,wa�,�' �r41 ' '' to VisualAnalysis(version 5.10)- Global Moment-X Panel 4F34,Tue Mar 09 18:05:20 2004 Clark Pacific,Glen Underwood,6004 All Elements: 1.4D+1.71(1 @RIGHT) min=Max=1.•0 ft-84 K/ft(P466) Selected Elements: III Max=0.38 ft-K/ft(P675) M(n=-1.17 ft-K/ft(P675) -2.50 ft-K/ft ; :A -1.42 ft-K/ft x -0.33 ft-K/ft —‘.....k.. 41--"'-',',,,;,''x -','''l-.." k i 0.75 ft-K/ft ,. .',,,,4-..4, - 11 ," 1 .-.',•'":.';i..' .. 11.84 ft-K/ft 1 „:';:',:-1:, Y �} 4 a , �” p a 4 s'^k;. � ''pts. 'iAv 410 VisualAnalysis(version 5.10)- Global Moment-Y Panel 4F34,Tue Mar 09 18:05:20 2004 p 2-C Clark Pacific,Glen Underwood,6004 1.4D+1.71(1 @ MIDSPAN) All Elements: Max=3.56 ft-K/ft(P538) Min=-3.43 ft-KI (P680) Max=-0 Selected 3.43 Elements: 0 .51 ft-K/ft(P675) Mi1131 =-2.02 ft-K/ft(P675) ft-K/ft •is,' �f � ' -1.69 ft-K/ft f� S �E` '�¢���'a� 0.06 ft-K/ft j� P `Jp .. 'd v"'.�r,r�x n.�14 1.1 : r2i. 2 a �.: r x• � `�'; ka .1N4-04``W-.4i 7144„.07- 1.81 ft K/ft ni • ad1 tiY,,,,k,br.4.. Sv`L0h, +7�."' '" ,'[lt{,c �c S+� `ci`'i `ci1',{ice 031•)' ck ',4 �` n i 1:,'V, :,' ,� .t b;- tater px ) ,.. s4,.- ti yi r pts ill,t. l�isih� i." +}x i `r .56 ft IVR i a 1,r, I ..r2 �a i=, iyns$/ru '' VisualAnalysis(version 5.10)- Panel 4F34,Tue Mar 0918:05:20 2004 Global Moment-Y Clark Pacific,Glen Underwood,6004 All Elements: 1.4D+1.71(I @RIGH Max=5.09 ft-K/ftP538) Min=-5.13 ft-K/ft(P680) Selected Elements: Max=-0.00 ft-K/ft(P675) Min=-0.44 ft-K/ft(P675) —5.13 ft-K/ft 4111 -2.58 ft-K/ft w 4 ` 7� jI :xa -0.02 ft-IVR r1+-.1-14„5,,,,4,,,i, 1,�� r� { i',',..,15,7-t-`!:,,, } A ''. .ti rt 1 t hrbW..�,t`37jz,�4 �.�3'.1,1U-,:,-4-: �4 � i �� t �f r �� t 1r4r l 2.53ft-K/ft �`.ji vie I -F.. i+~ r '— :,',,:',"!‘":.,1'..c,, f.,' dr � � k dT �{.mR 1 )�„� r S � d . t I ,$rY0. ti st _�r4l L f 5.09 ft-K/ft !F+7;kh�r�z w yi`- ± 'r.; ,!-,.`f,„-' {. +}3i },�+c� tf�_ - tuua t �.,ni.7 1 �41(K°*[j `,2' _ • S 1 M p A Y 1 i1;:+.1';'4), j.1C - E 11 1 P.r4U t...•c 40t4 .3: 4 ' !,Yd k9w tr-Q Yi rtiti3 J'Y r r c..,`74,-.4".iy,,y. ^+, 1' ' }i pJ r ' , 1,E IL e',.,',k, 4110 VisualAnalysis(version 5.10)- Panel 2F26B,Wed Mar 10 08:13:21 2004 Clark Pacific,Glen Underwood,6004 2-6 1.4D +1.7L Global Moment-X .,t"v r t ' ' Elements: • 1.25 ft-K/ft(P575) K '•' l';-:711.4.'•11.- .11' ,�; , ,.�} ,=-2.28 ft-K/ft(P307) Yu - , ti , fC1 Iv ffi : ru .u N,2 '445.4 'Zr t r 1�^'Y..L.228 ft-K/ft ' 1x , 1yf c' 'Ai: :."1. l �$} `( j ) d7A; Mwax�'7 - ..},s+ tt "' t.• yvr' ;t-1.40 ft-K/ft 'si„f. � s, & Ik ,; 14 { y :►k 1 � ttt-h,4-0.51 ft-K/ft 0.37 ft-K/ft 11.25 ft-K/ft VisualAnalysis (version 5.10)- Panel 2F26B,Wed Mar 10 08:13:21 2004 Clark Pacific,Glen Underwood,6004 1.4D+1.7L Global Moment-Y , 0 All Elements: ` -1.,..•,r''%.' , �'� =283 ft-K/ft(P575) aT".•'/;-.2:t''‘, a� a-2.00 ft-K/ft(P296) 2.00 ft-K/ft «, � aw:� �V° a € 4; rr w 7 t..,-;,4»,44r - r— "S c,' —z.f M J' E ip.rzu 1 1 Iv; 0.79 ft-K/ft Tr.-..,'tis'fes z��� F. , 3�4 i {t:A'. i ,.‘F•4*,'3. b tik 1 J ” sy 10.42 ft-K/ft F6'0 ' k fil . n . 1.62 ft-K/ft 12.83 ft-KM 0 -1 w,_CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 iuuninriiI �1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: .127-7 ARK P A C I F C West Sacramento,CA STRENGTH DESIGN OF SINGLY REINFORCED Date: Mar-04 • (916)371-0305 CONCRETE SECTION By: GAU& BC DESIGN DATA Mu d b h fc' fy Weather Unfactored dc ft-k in in in psi psi Exposed? Ma ft-k in 2.96 2.000 12.000 4.000 4,000 60,000 Y 1.83 2.000 Concrete: we = 145 pcf fct= N/A psi Ec = 3,644,147 psi REQUIRED REINFORCEMENT PROVIDED FLEXURAL CRACK CONTROL REINFORCEMENT MINIMUM MAXIMUM Crack Width:w= 0.01300 in . BAR SIZE QNTY. As in2 As in2 As in2 As1 = 0.363 in2 @ fs =34.86 ksi 4 2 0.076 0.383ire = _ 0.513 Z -- 126.71 =< 127 As m0.40 FLEXURAL REINFORCEMENT: REQ'D.As: As*fy=0.85*fc*a*b = 0.9 a = (As*fy)/ (0.85*fc'*b) Mu =cb*As*fy*[d-(a/2)] =b*As*fy*d-{cD*As2*fy2]/[2*0.85*fc'*b]} [(0.59*0*fy2)/(fc'*b)]*As2- [cD*d*fy]*As+ Mu =0 A*As2-B*As +C =0 A=(0.59*(1)*fy2 )/(fc'*b) = 39.83 B = [c*d*fy] = 108.00 C = 12 * Mu = 35.52 REQ'D.As= {B-[B2-(4*A*C)]1n} /[2 *A] = 0.383 in2 MAX.As ={[0.75*0.85*87*fc]/[fy*(87+fy)]}*{0.85-0.05*(fc1-4)}*{b*d}= 0.513 in2 MIN As = { (3*fc' v2*b*d)/fy, (0.2*b*d)/fy, 1.33*(REQ'D.As)} = 0.076 in2 ill CRACK CONTROL REINFORCEMENT(ACI 318, Sec. 10.6.4): Allowable Maximum Flexural Tensile Stress: fr = 7.5*(fit/6.7) = 474.34 psi Gross Section Modulus: S = b* h2/6 = 32.00 in3 Number of Reinforcing Bars: N =2 Service Load Moment: Ma = 1.83 ft-k fc= 12*Ma/S = 686.25 psi NOTE: If fc <fr THEN Reinf. to control cracks is not necessary. Gergely-Lutz Equation for Flexural Crack Width: I = 1.35 (Slab) w = 0.000076*[i*fs*(dc*A)1r3 = 0.0130 in A = (2*b*dc)/N = 24.00 in2 n = ES/Ec= 7.96 Location of Neutral Axis: x=(-2*n*As )+ [(2*n*As)2+(8*b*n*As*d)]1rz/(2*b)= 0.798 in As1 = [0.000076*I *(dc*A)13*Ma]/{ [d-(x/3)]*w} = 0.363 in2 fs = Ma/{[d-(x/3 )] *As1} = 34.86 ksi Z = fs*(dc*A)1/3 = 126.71 < 127- EXPOSED TO WEATHER Where: w= 0.000076*1.2*145 =0.013 in and Z=0.013/(1.35*0.000076) = 127 EFFECTIVE MOMENT OF INERTIA(ACI-318, Sec.9.5.2.3) FOR DEFLECTION CALCULATIONS: Effective Panel Width: b=(12*h)+ (Connection Width) <=0.40*(Span)= 12.000 in Number of bars within Effective Panel Width: 2 As = 0.400 in2 fr= 7.50* (fc'^0.5)/1,000= 0.474 ksi x = 0.798 in Ig = b* h3 /12 = 64.00 in4 y= h/2 = 2.00 in Mcr = fr* Ig / y = 15.18 in-k=_==> 1.26 ft-k Icr= [b*x3/3]+[n*As*(d-x)1= 6.63 in4 le = [( Mcr/Ma )3 *Ig] +{[1-(Mcr/ Ma-)3 ]* Icr} = 25.58 in4 CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 Amin i11 r 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: - 2-2,B CLARK West Sacramento,CA STRENGTH DESIGN OF SINGLY REINFORCED Date: Mar-04 (916)371-0305 CONCRETE SECTION By: GAu& DESIGN DATA Mu d b h fc' fy Weather Unfactored dc ft-k in in in psi psi Exposed? Ma ft-k in 1.64 2.000 12.000 4.000 4,000 60,000 Y 1.18 2.000 Concrete: we = 145 pcf fct= N/A psi = 3,644,147 psi REQUIRED REINFORCEMENT PROVIDED FLEXURAL CRACK CONTROL -REINFORCEMENT MINIMUM MAXIMUM Crack Width:w= 0.01300 in BAR SIZE QNTY. As in2 As in2 As in2 As1 = N/A 4 1 0.076 0.196 0.513 Z= N/A As in2 = 0.20 FLEXURAL REINFORCEMENT: REQ'D.As: As*fy=0.85*fc*a*b ci;= 0.9 a = (As*fy)/(0.85*fc'*b) Mu =cD*As*fy*[d-(a12)] = *As*fy*d-{(1)*As2*fy2]/[2*0.85*fc'*b]} [(0.59*(13*fy2)/(fc'*b)]*As2- [Vd*fy]*As + Mu =0 A*As2- B*As + C =0 A=(0.59*(D*fy2)/(fc'*b) = 39.83 B= [ *d*fy] = 108.00 C = 12 * Mu = 19.68 REQ'D.As = {B-[B2-(4*A*C)12} /[2 *A] = 0.196 in2 MAX.As ={[0.75*0.85*87*fc']/[fy*(87+fy)]}*{0.85-0.05*(fc'-4)}*{b*d} = 0.513 in2 MIN. As = {(3*fc'h12*b*d)/fy, (0.2*b*d)/fy, 1.33*(REQ'D.As)} = 0.076 in2 CRACK CONTROL REINFORCEMENT(ACI 318,Sec. 10.6.4): Allowable Maximum Flexural Tensile Stress: fr = 7.5*(fit/6.7) = 474.34 psi Gross Section Modulus: S = b * h2/6 = 32.00 in3 Number of Reinforcing Bars: N = 1 Service Load Moment: Ma = 1.18 ft-k fc= 12*Ma/S = 442.50 psi NOTE: If fc <fr THEN Reinf. to control cracks is not necessary. Gergely-Lutz Equation for Flexural Crack Width: 13 = 1.35 (Slab) w = 0.00007613*fs*(dc*A)1/3 = 0.0130 in A =(2*b*dc)/N = 48.00 in2 n = E2/ = 7.96 Location of Neutral Axis: x= (-2*n*As ) + [(2*n*As)2+(8*b*n*As*d)]1n/(2*b) = 0.608 in As1 = [0.000076*fi*(dc*Ar*Ma]/{ [d-(x13)]*w} = N/A in2 fs = Ma/{[d-(x/3 )] *As1}= N/A ksi Z = fs*(dc*A)1/3 = N/A < 127- EXPOSED TO WEATHER Where: w= 0.000076*1.2*145=0.013 in and Z =0.013/(1.35*0.000076)= 127 EFFECTIVE MOMENT OF INERTIA(ACI-318,Sec.9.5.2.3) FOR DEFLECTION CALCULATIONS: Effective Panel Width: b = (12*h)+ (Connection Width)<=0.40*(Span) = 12.000 in Number of bars within Effective Panel Width: 1 As = 0.200 in2 fr= 7.50*(fc'^0.5)/1,000= 0.474 ksi x = 0.608 in Ig = b* h3 /12 = 64.00 in4 y=h/2 = 2.00 in Mcr = fr* Ig I y = 15.18 in-k=___> 1.26 ft-k Icr= [b*)0/3] + [n*As*(d-x)2]= 3.98 in4 le= Ig = 64.00 in4 • CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 1 /16/1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: 77,9 PACIFIC CLARK West Sacramento,CA STRENGTH DESIGN OF SINGLY REINFORCED Date: Mar-04 • (916)371-0305 CONCRETE SECTION By: GAU& BC DESIGN DATA Mu d b h fc' fy Weather Unfactored dc ft-k in in in psi psi Exposed? Ma ft-k in 5.13 2.500 12.000 4.000 4,000 60,000 Y 3.08 1.500 Concrete: vtWc = 145 pcf fct= N/A psi Ec= 3,644,147 psi REQUIRED REINFORCEMENT PROVIDED FLEXURAL CRACK CONTROL REINFORCEMENT MINIMUM MAXIMUM Crack Width:w= 0.01300 in BAR SIZE QNTY. As in2 As in2 As in2 As1 = 0.357 in2 @ fs = 48.35 ksi 4 3 0.095 0.543 0.641 Z = 126.71 =< 127 As ire = 0.60 FLEXURAL REINFORCEMENT: REQ'D. As: As*fy=0.85*fc*a*b = 0.9 a = (As*fy)/(0.85*fc'*b) Mu = ())*As*fy*[d-(a/2)] = *As*fy*d-{(1)*As2*fy2]/[2*0.85*fc'*b]} [(0.59*(131y2)/(fc'*b)]*As2-[Vd*fy]*As +Mu =0 A*As2-B*As + C =0 A=(0.59*Co*fy2)/(fc'*b) = 39.83 B= [ *d*fy] = 135.00 C= 12*Mu = 61.56 REQ'D.As= {B-[B2- (4*A*C)]1n} /[2 *A] = 0.543 in2 MAX.As ={[0.75*0.85*87*fc]/[fy*(87+fy)}}*{0.85-0.05*(fc'-4)}*{b*d}= 0.641 in2 MIN.As ` = { (3*fc'1/2*b*d)/fy, (0.2*b*d)/fy, 1.33*(REQ'D.As)} = 0.095 in2 • CRACK CONTROL REINFORCEMENT(ACI 318, Sec. 10.6.4): Allowable Maximum Flexural Tensile Stress: fir = 7.5*(fct/6.7) = 474.34 psi Gross Section Modulus: S = b*h2/6 = 32.00 in3 Number of Reinforcing Bars: N =3 Service Load Moment: Ma = 3.08 ft-k fc= 12*Ma/S = 1,155.00 psi NOTE: If fc<fr THEN Reinf.to control cracks is not necessary. Gergely-Lutz Equation for Flexural Crack Width: R = 1.35 (Slab) w = 0.000076*(3*fs* (dc*A)113 = 0.0130 in A = (2*b*dc )/N = 12.00 in2 n = Es/ Ec = 7.96 Location of Neutral Axis: x = ( -2*n*As)+ [(2*n*As)2+(8*b*n*As*d)]1n/(2*b) = 1.068 in As1 = [0.00007611*(dc*A)13* Ma]/{ [d-(x13)] *w} = 0.357 in2 fs = Ma/{[d-(x/3 )] *As1}= 48.35 ksi Z = fs*(dc*A)13 = 126.71 < 127- EXPOSED TO WEATHER Where: w= 0.000076*1.2*145=0.013 in and Z= 0.013/(1.35*0.000076)= 127 EFFECTIVE MOMENT OF INERTIA(ACI-318,Sec.9.5.2.3) FOR DEFLECTION CALCULATIONS: Effective Panel Width: b =(12*h)+(Connection Width) <=0.40*(Span) = 12.000 in Number of bars within Effective Panel Width: 3 As = 0.600 in2 fr= 7.50 * (fc'^0.5)/1,000 = 0.474 ksi x = 1.068 in Ig = b*h3 / 12 = 64.00 in4 y= h/2 = 2.00 in Mcr = fr* Ig / y = 15.18 in-k=___> 1.26 ft-k Icr= [b*x3/3] + [n*As*(d-x)2]= 14.66 in4 le = [( Mcr/Ma)3 * Ig ] +{[1-(Mcr/Ma)3 ] * Icr} = 18.08 in4 CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 i1 nI i 1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: (] 6240 00 CLARK West Sacramento,CA STRENGTH DESIGN OF SINGLY REINFORCED Date: Mar-04 (916)371-0305 CONCRETE SECTION By: GAU 8• DESIGN DATA Mu d b h fc' fy Weather Unfactored dc ft-k in in in psi psi Exposed? Ma ft-k in 1.99 2.500 12.000 4.000 4,000 60,000 Y 1.17 1.500 Concrete: we= 145 pcf fct= N/A psi Ec = 3,644,147 psi REQUIRED REINFORCEMENT PROVIDED FLEXURAL CRACK CONTROL REINFORCEMENT MINIMUM MAXIMUM Crack Width:w= 0.01300 in BAR SIZE QNTY. As in2 As in2 As in2 As1 = N/A 4 1 0.095 0.187 0.641 Z = N/A As in2 = 0.20 • FLEXURAL REINFORCEMENT: REQ'D.As: As*fy= 0.85*fc*a*b = 0.9 a= (As*fy)/(0.85*fc'*b) Mu = t*As*fy*[d-(a/2)] = *As*fy*d-{c1)*AS2*fy2]/[2*0.85*fc'*b]} [(0.59*(1)*fy2)/(fc'*b)]*As2- [b*d*fy]*As + Mu =0 A*As2- B*As + C =0 A = (0.59*D*fy2)/(fc'*b) = 39.83 B = [V*d*fy] = 135.00 C = 12 * Mu = 23.88 REQ'D.As= {B-[B2-(4*A*C)]1rz} /[2 *A] = 0.187 in2 MAX.As ={[0.75*0.85*87*fc]/[fy*(87+fy)]}*{0.85-0.05*(fc'-4)}*{b*d}= 0.641 in2 MIN.As = { (3*fc' "Z*b*d)/fy, (0.2*b*d)/fy, 1.33*(REQ'D.As)} = 0.095 in2 CRACK CONTROL REINFORCEMENT(ACI 318, Sec. 10.6.4): • Allowable Maximum Flexural Tensile Stress: fr = 7.5*(fit/6.7) = 474.34 psi Gross Section Modulus: S = b *h2/6 = 32.00 in3 Number of Reinforcing Bars: N = 1 Service Load Moment: Ma= 1.17 ft-k fc= 12*Ma/S = 438.75 psi NOTE: If fc <fr THEN Reinf. to control cracks is not necessary. Gergely-Lutz Equation for Flexural Crack Width: f3 = 1.35 (Slab) w = 0.00007613*fs* (dc*A)1/3 = 0.0130 in A = (2*b*dc )/N = 36.00 in2 n = Es/ Ec= 7.96 Location of Neutral Axis: x= (-2*n*As ) + [(2*n*As)2+(8*b*n*As*d)]"2/(2*b) = 0.692 in As1 = [0.000076*R*(dc*A)'"3* Ma]/{ [d-(x13)] *w} = N/A in2 fs = Ma/{[d-(x/3 )] *As1}= N/A ksi Z = fs*(dc*A)1r3= N/A < 127- EXPOSED TO WEATHER Where: w= 0.000076*1.2*145 =0.013 in and Z=0.013/(1.35*0.000076) = 127 EFFECTIVE MOMENT OF INERTIA(ACI-318,Sec.9.5.2.3) FOR DEFLECTION CALCULATIONS: Effective Panel Width: b = (12*h)+ (Connection Width) <=0.40*(Span) = 12.000 in Number of bars within Effective Panel Width: 1 As = 0.200 in2 fr= 7.50*(fc'"0.5)/1,000 = 0.474 ksi x = 0.692 in Ig = b *h3 / 12 = 64.00 in4 y=h /2 = 2.00 in Mcr = fr* Ig / y = 15.18 in-k====> 1.26 ft-k Icr= [b*x3/3] + [n*As*(d-x)2]= 6.53 in4 le=Ig = 64.00 in4 • ..F.:,I! CLARK PACIFIC PROJECT vs1980 South River Road CONTRACTOR mthil 4/7 Tog GIAAI ,c JOB C7004, ,Iiitalltil1 iil HipiA) SHEET Ii i hi West Sacramento, CA 0- CLARK TEL: (916)371-0305 Couitinll £O'11? vEkoftactliy DATE PACIFIC FAX: (916) 372-0323 — BY 6/m CHECK COIAAA 11 CO ki P2,, CE ti-traGtitn HO %itn4 I" VEEP t 0 ._,,„•,';-17 1-2eVrit...9 1 1 '0 /01,t12) 1 .," / ( E-E AP I \ roe e toc III? i__ ..11___ r r v ---__g__ -..' I --44 11 ‘ft €101 e. 10(01-(ail 1--- MEI —4--". i .---..----6‘ FQ al 164)C III 71-00 , ....... 'til 40 (I) 0 2Y3's 1 ti,a IV 1111 2 140 v.) j gan 0 .* 4 A — e n 0 oi C4. - / 0 (111 Pri el .1: 4. hi,t,fx Me 1144L P_ , I 111 G 9-ge % 7°. ...._..., ----c., l 11 0 4 0 kof ....-s -,1.. 4,1 ® it+ qGerr A 1 1 _ • 4:) - ttor vrar 17 '1 13 ...or Gji 1 e _ -I. / i . -I .4., Norcz to2E,9 Art5 0112r Fte,tvr riA. Jr 9-`1-1----- 0 TiAf,d ftv9syncperf? lu revie)I ri4.54 1-zt-it - 4 t ii)4, ce> oz,f pto9ctO nut) Pl 5' rilt€ 19 071711 - r" ""` -T'' CLARK PACIFIC PROJECT V�f� 14hriell �� s JOB c.)6,04.. 1980 SouthRiver Road CONTRACTOR H�� SHEET p t Miniliiii;', West Sacramento, CA DATE CLARK TEL: (916) 371-0305 co �,1.Imo C &L ti F '3-Ott- CHECK P A C I F I C FAX: (916) 372 0323 BY (. V( t, 2 T- o-F- )I1414€ ,eio1vr_I 0101r qtfi vr /p r a rags (2.)(4.bi)C7 tic) t . '-0.07 , .5" 1 6�tt' Ltc ---7/ tie°1 P 0 Y � ; / re � = CZ)(14X7fir) 1 t (,-*W-0497' )(47_514/f) i 2(0(9.3 V Et f W T- (o &)f . fir) = Wit Pt,F (:).tib 1' 0-0X 7ADV.3 f?,,-)_ 1z fvf MA T- CtoX1& 7 11=. 11-0 k' 6 t4-.3 ' • )4112_ NA/14 = 13 i' 1+40 y4" 34i ‘i= t),0+ "-t7R Vt:, s h 4 h= 3s-7 " 111111 6,,_ Il-v' = '77 " s,, b2 = tyvzify. 1 410 if 40" . (4`'+( )(55)(7)_ (06" t le = stt 829 iµ4 T ,� e C�II.t 1/ z�) L .a-K = Cs OCL r� yba 17, 4,0 01.14 z (o )(2 )( 7.7"-0,01`) 10Ct w-14 r (?.5 .x}(2 3� 7)/12 B't'u I, 5&•7 \r --Fr > 1.94 p-Fr - = 612,B ke—Fr ,', 5fcrtt i.1 pofb. Nor (\i2A-C.; 7 "-7 . CLARK PACIFIC PROJECT \AItv20101,,,T I p�e JOB 4, iI�� �i1 1980 South River Road CONTRACTOR iSHEETziiWest Sacramento, CA • CLARKNtAA.m0 Coq O.E.t F DATE 3.04. TEL: (916) 371-0305 PAC I F I C FAX: (916) 372-0323 BY piikA CHECK I 2 . 1��1G/�t, (������vt� i 4E°� ��h� �uPPOR� P���1c��� ,...."41/(1=-..--•-• t& PEW T c c Auoiuilqy OP 4-- tu f Acle. ``"1 .r cOpii ut.tvtit. *vtPfogr PWUU p C �J2-� 9 (CORM t"`0) ; l 0� 7. flyti (2 (ft = i()'Ckk))( 0 ftlF)1 9.-Lt- eirf . mat) (INC/214 rowE \AL .3 I NA_ 6.3)(o 3' k-FT/Fr) 4 / � N ___ &RE PE PRS. �--,,, P ueg I hiFS • h = 3li (1'' (1,zIi ') c_115 —7 I., _ ; a_ r'1P, ,ytl Gtr 1.SU� 1 • - - 1211 b = 1 " f -z.4,.:1 ,1:16`1 - , 4. ..,‘ , _ ,#_„ ,,,„... �c2 s 0-1 I , ,—� 0.'361 k _ri' '� ;. g E crt vis DotsP' dot G4 2 . 0 I VisualAnalysis (version 5.10)- 2 Column Covers,Wed Mar 10 11:28:27 2004 �� Clark Pacific,Glen Underwood,6004 WIND • Global Moment-X y + All Elements: "} Max=0.42 ft-K/ft(P102) * , Min=-0.39 ft-K/ft(P9) z .�r iso+ ;�4`ii 4n,�, p 42 /FJ" 0.39 ftK/ft I✓ ti C ply(LF p s 3C �Lt t� a> ' J ([� :i <ti `4 Ira 0.02 ft-K/ft 31,4 '0.22 ft-K/ft 10.42 ft-K/ft • 410 CLARK PACIFIC PROJECT: WASHINGTON SQUARE MALL AREA-A Job: 6004 nll1j' ,1980 South River Road CONTRACTOR: HOWARD S. WRIGHT Sheet: D3.4 PA C CLARK West Sacramento,CA STRENGTH DESIGN OF SINGLY REINFORCED Date: Mar-04 • (916)371-0305 CONCRETE SECTION By: CAU& BC DESIGN DATA Mu d b h fc' fy Weather Unfactored dc ft-k in in in psi psi Exposed? Ma ft-k in 0.51 1.500 12.000 3.000 4,000 60,000 Y 0.39 1.500 Concrete: w�= 145 pcf fc,= N/A psi = 3,644,147 psi REQUIRED REINFORCEMENT PROVIDED FLEXURAL CRACK CONTROL REINFORCEMENT MINIMUM MAXIMUM Crack Width: w= 0.01300 in BAR SIZE QNTY. As in2 As in2 As in2 As1 = N/A 4 1 0.057 0.079 0.385 Z= N/A As in2 = 0.20 FLEXURAL REINFORCEMENT: REQ'D. As: As*fy= 0.85*fc*a*b = 0.9 a= (As*fy)/(0.85*fc'*b) Mu =ci*As*fy*[d-(a/2)] = *As*fy*d-{c13.*As2*fy2]/[2*0.85*fc'* b]) [(0.59*(b*fy2)/(fc'*b)]*As2-[D*d*fy]*As + Mu =0 A*As2- B*As+ C =0 A= ( 0.59*0*fy2)/(fc'*b) = 39.83 B = [ *d*fy] = 81.00 C= 12*Mu = 6.12 REQ'D.As= {B-[B2-(4*A*C)]'2) /[2 *A] = 0.079 in2 MAX. As ={[0.75*0.85*87*fc']/[fy*(87+fy)]}*{0.85-0.05*(fc'-4)}*{b*d}= 0.385 in2 MIN.As = {(3*fc'"Z*b*d)/fy, (0.2*b*d)/fy, 1.33*(REQ'D.As)} = 0.057 in2 CRACK CONTROL REINFORCEMENT(ACI 318,Sec. 10.6.4): Allowable Maximum Flexural Tensile Stress: fr = 7.5*(fct/6.7) = 474.34 psi Gross Section Modulus: S = b*h2/6 = 18.00 in3 Number of Reinforcing Bars: N = 1 Service Load Moment: Ma= 0.39 ft-k fc = 12*Ma/S = 260.00 psi NOTE: If fc<fr THEN Reinf.to control cracks is not necessary. Gergely-Lutz Equation for Flexural Crack Width: 13 = 1.35 (Slab) w = 0.000076*p*fs* (dc*A)1r3 = 0.0130 in A = (2*b*dc )/N = 36.00 in2 n = E5/Ec= 7.96 Location of Neutral Axis: x= (-2*n*As)+[(2*n*As)2+(8*b*n*As*d)]"2/(2*b) = 0.512 in As1 = [0.000076*13*(dc*Ar* Ma]I{[d-(x/3)]*w} = N/A in2 fs = Ma/{[d-(x/3 )] *As1}= N/A ksi Z = fs*(dc*A)1/3= N/A < 127- EXPOSED TO WEATHER Where: w= 0.000076*1.2*145=0.013 in and Z =0.013/(1.35*0.000076) = 127 EFFECTIVE MOMENT OF INERTIA(ACI-318,Sec.9.5.2.3) FOR DEFLECTION CALCULATIONS: Effective Panel Width: b =(12*h)+ (Connection Width) <=0.40*(Span)= 12.000 in Number of bars within Effective Panel Width: 1 As = 0.200 in2 fr= 7.50 * (fc'^0.5)/1,000 = 0.474 ksi x = 0.512 in Ig = b * h3 / 12 = 27.00 in4 y= h/2= 1.50 in Mcr = fr* Ig / y = 8.54 in-k=__=> 0.71 ft-k Icr= [b*x3/3] + [n*As*(d-x)1= 2.09 in4 le=Ig= 27.00 in4 410 ' ' — CLARK PACIFIC PROJECT w 11 ,77, p JOB (, i IN 1■I W � 1980est SaSouthcramRiverento,RoadA CONTRACTOR 1„`.,W SHEET Das CDATE nnom�'',, _ FALARK TEL: (916) 371-0305 cow 04 QEI45 1�-"� 4 2b- ( c i F i c FAX: (916) 372 0323 By r-r,v,{ HECK ii 0 d I.'0 4(0 -, ----�--yam 'y' /,�2 c4 fu2 E,S44904IttBEvi► l (t-t39 yT1 FfirAtoi ciLF _g_=_s__,J 1 J .x '1 rf covori4 CoNIFIZ 902E5, I I_____� = N (?�ttt�Lvh; #-4- G, iveh. P U..... way 5 (rzwregro oil 4.0 ---.......i____ nu irk COutitJ Pi.. = 50 CO 114t , cax,) cogPZ 91,DE , LL = 2p C1 i'IIiLXt ' w Li-) • W =. 00 > . ')=- 2 3 I ?irF WaZ 0.it ),(50(33)i-0-.))(741a3.3)< 3 /ca= ca S = 4z2 v-Fr wvt L '1- = 474: 1 4 if I s. (401)002.., „ob•, ,,,„3 n%= 0:z33 it 0-(o2.1 O,ct2 It-Fr 119' ci 3f 0- 4ie 42,2 e..-- -- .' t; flthi Doff iter C *c. . ,--- t 0.53 Ic' ' .-- (05tG)( -0' 2 p- Fr _ (0.9)(416KX 211- 0171 = 6.59 pFr > 042 le-- Fr