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Report (75) , CH o RN PROJECT ./:1.•,,,e..ye,rAcit' --Se!;) rn",.e...-1,... _,-- ' ------------- SHEET ___Z-" E— CONSULTING DATE .-.,•__ _._1_!E:, ENGINEERS LLC SUBJECT .....--:: L27;740C)45( BY ----- _.- . 6t(Plla?"-OC)( k 7c--- c' c - í ne,7/7 -• CALCULATION INDEX SUBJECT PAGE FOOTINGS Fl ROOF RECEIVED Ri JUN 29 2017 TILT-UP WALL PANELS CITY OF TIGARD W1 -W5 BUILDING DIVISION LATERAL LOADS L1 - L3 FILE - HCE04.CI i ,67 ir1 a' " A asfille -Tie 0. !EXPIRES: 6441- rt 1 , 1302 SW BERTHA BLVD. • PORTI AND, OR • 97219 PL1,1‘,F. 501 52,41 57R7 • Fk1411 • DAvriii 1-1r1Pkt'V l'f1\1 , HORNPROJECT .���s_CONSULTING SHEET ���Er--T-77-C ENGINEERS LLC SUBJECT DATE ��By / . ". ,, ""--di.,_____.L_ ________._.Z-7 A/‘:r.% \0 5, ,,"g:, , = 2C, _.-7 7 0.Z,' l� =.- C. 7''2 ) = .-s,0 CO ,6.f" // V9 4' s .1.417. . ./2 r'•Za.7 r 'C', 3,) = 2`65?::) - ),A 2\SC-?p (;,--&) _ ._7" - -! - %- -sem � ---,s7.6-- - . . )c. " /,.s. --6,�, .,,� ____.....____,w......,_ .._ 7....,-_- . ----„z—c,,,,r-:,-)-.-, .... --,--,.----0 --9 ;-z C,,,5,-.) _ "%------Z>, & .-.z ` t\3.' '`' •22f� = 3 3"2 .le e..../..s - ��, a .%=r3" / 'r i�� '`;1 C' ,' #/� 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 Pvnr,c• Sill R97 5787 • P.MA,L' OAVF.aHORNCF..CnM C HORN PROJECT .�. CONSULTING SHEET ,,. i: . . . . ,,_ ' E ENGINEERS LLC SUBJECT - rDATE 6/ 4":0-2-- .9'--..- 1(.... --'4"."..4 zr--- ..../c.- '#-Z., ��� � 7—______;_r____ :',e' .c c3 Lam, " x,-.41 .< 0. r -- - --------�''------------------------------ .0<7' �123PV )U 1 o •iJr :3���-a) g�'s7' 2.--r:. .,, . -7-,6 mew _41110"qw.A.,411V.4 IMIII -�v� � ,��•� /�, ?.. IMIII 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 n.. cif/ 201 57Q7 • Fe•nrr. 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B C -."..;;'-''---- -°.. -'s<>-6 '-i,"...) - . -=-5..7N.,•5- '''';' 2 �� 3 •`(5 ) =. 2S'- (r4Y744 -- 4'rr .c ) -...- rte . ��)a x 4g.szx '- Wi z(/09,4;3.- ,,s-,-,,-:, . ,,6 ,•••••71''' /--2Z:D. -74' . ,SZ --,,z . " C-�-"2 r --- ..--:-.<:e7... ) 74' 0 ' -: (",.. .e-6) - . .7.- 34 . y.0 7e . ----- (ZINS) (-&_st= e-if/WA 2 ' _ ® ?(V 496) — Z.7� 711:= 73 '` 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 CHORN PROJECT >Q, ���' r--- 2DITIGZELET:./NstGSHEET W3E LLC SUBJECT �v� �,A-< DATE + /Ga • BY � ` 9�'/9L4., Win" � 0e� .<} /` 7 +e er ----;----- A/9 ..) i � �i 2 f, ..6 sl2 - sit,(/ 7--- 9IC /')C. a) " . e, ""t- 491: e . i -. .,-.-:. ---),e . :••' C:-4 e:.r-•.5-) . -- '''' --7`"' ''•'.-c° 'z- Wiz('. & ,.)-4- .... ."±K. 2.v f . .�-C 74 'V ......•.e 5;* •-...--., ,X.Z. .0‹G'. '') --7e. ' ('X d5.: -) -= e *.45(5 7..s-„7",-.371//e7- ' 4f e= -g- f.46 ---- ./.2.2.-: _1(,0,9)- ‘c) C . ?C_ _.9e,0 = ...-.4? AV PROJEHCE04 DESIG f'c Fy H d Ecc Lu Put Put Mu Phi As GOND KSI KSI INH IN c K/Ft K/Ft IN-K n PF A's np' In MuCap-KnTA MuApl fc Sq In K/Ft Sq In In-K In In-K KSI DATE: 0.8-15-16 EW1 4 ' 60 6.50 3.25 5.00 336 1.450 1.555 0 0.881 0.160 8.044 3.412 0.217 0.045 0.838 34 10.09 34 2.59 EW2 4 60 6.50 3.25 5.00 336 0.763 1.555 27 0.885 0.310 8.044 2.619 0.354 0.073 1.027 EW3 4 60 6.50 3.25 5.00 336 0.338 1.166 27 0.890 0.250 8.044 1.689 0.278 0.057 0.930 55 WJ1 4 60 6.50 5.19 5.00 312 4.350 3.985 0 0.847 0.150 8.044 9.846 0.314 0.041 1.282 60 15.37 56 2.45 • WJ2 4 60 6.50 5.19 5.00 312 2.288 3.985 44 10.49 44 2.99 0.370 8.044 WJ3 4 60 6.50 5.19 5.00 312 1.013 2.989 64 0.874 0.320 8.044 4.577 0.96 0,051 1.0:492 0.064 416 106 5.56 106 3.18 90 5.56 89 2.80 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 c H O R N PROJECT ,0, -Z.. .... .....:0‘,-- G---- SHEET JA741 CONSULTING DATE .74>/� • E ENGINEERS LLC SUBJECT -777,' )/ -aGfe BY �"-...4-. if .43 II .,---e".,.." C.�- . ..z. ) 4111. If 1 c4 - ezo, ,2.O74Y25 -i- '' '-- ..X 2 (-VeZSZ:5)-)4- 2(-- 7-7))---- ....c:›-e::).41 --xv= , 4soo ,C,� " o- ,, ze'/ v- -1.i � fX•"' .eZ' "gc 4 1 Input data 1 I Anchor type and diameter: AWS D1.1 GR.B 112 Effective embedment depth: he=4.724 in. Material: Proof design method ACI 318-08/CIP Stand-off installation: eb=0.000 in.(no stand-off);t=0.375 in. Anchor plate: Ix x Ir x t=9.000 in.x 9.000 in.x 0.375 in.;(Recommended plate thickness:not calculated) Profile: S shape(AISC);(I_x W x T x FT)=3.000 in.x 2.330 in.x 0.170 in.x 0.260 in. Base material: cracked concrete,4000,fc'=4000 psi;h=7.500 in. Reinforcement tension:condition B,shear:condition B; edge reinforcement none or<No.4 bar 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 C H O R N PROJECT �� -. G SHEET Y�v ECONSULTING DATE . �/�' ENGINEERS LLC SUBJECT --7774,•- Jr BY wtns co 0 co 0 \ 1 2 Proof I Utilization (Governing Cases) Loading Design values PI Utilization Proof Tension Concrete Breakout Strength Load 22 city /: i°�l Status Shear Steel Strength 5220 24 I- OK 3915 8281 -/48 OK Loading Combined tension and shear loads 0.236 0.473 5/3 388 Util¢ativ E961 SOK 3OK 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 C HORN PROJECT ,moi. : s �''�. ' SHEET �1 ECONSULTING / DATE - 'i ENGINEERS LLC SUBJECT L�r9. ''E� s'7 BY G-7c --......a..._', -/Z't'! 1,-/7 - .* 71,e) r'L •c .- - - 42 4 : 'c�,f-& 9B-7-.a�- 7-s) /- - / tev7`s , de,, '7•"(:'. --7-,_1-,4'7•"(:'. --7-,_1-,4 "d7(4) =. 46/- .--"ei L47 1,( / (fie. 7s) 7 ) = .363 ,� 1(4 6 :4 - k? • lie-- ( /4' ------- ,, ,, -= (:)../" .),,xso ion ��- illi \ VP = (e •�'—, 1 7 7 _ ,Sg4G e3-f2 z �� 7jw .�� <. ,� ,6'-2-s- C., -----,9,„, ..,._.. 0 W - -/ _ ye�� , 70, 7 = .s 2• , , 4 e��, .,.0>.,,-.7.4/. Z'=-- /e:7 - -"---j, --- .5-& 1' �' 3. il 2 4-', '" = • -44°(, 774 f7' 7 6/7) = - -4 0 5?4/1 tD'.1 " ‘<,"/47.s,o v ‘e--3 -4 47. %"'" . .5' rf,,K ..1W N Z ,- ..:),„ 1,t../."-e)•c:)/ 47416 2� &-.....4re=7---� s-4%C) 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 _.,_ - ,-..---err •Hc HORN PROJECT ,,,C_:-.)..S . :5::'Z..off,- SHEET �� CONSULTING DATE ar/r,� ri ENGINEERS LLC SUBJECT ...<"--;:=7.• �, y�,�,� BY G;G - ��4-s /./mss-.f 7.'-�� c Gv. = a 4(4'99) . 7'/2 /9 ' 7, 0 ..- „ 4 // %r re o= i?2G''� -- r` .Z......+\_. .- . - ,e:9-47 7S/.7' '' ,s7e,4—S, t,/,d2/ - Cep '.5 '---C... ' jfr,e2 C.; } J 4".4e-'1*-- . ' • ?-r2 (0/'tr) 7:Cr------ VC'?.7-.'.(4' 77 --r- --. 7'640,"7-"#;/3 -<:74 ;e341e. .------G-79,,v-Ais -Z--",,Ziltz.,02 de."7.Z7Z--9/ 1 Input data Anchor type and diameter: Kwik Bolt TZ-CS 5/8(4) c"''§((�. l6`+�F>5.sd�!✓e�'.in%..-fk.34ii.°!t?Si1ln�Z-.4:1,,) '� Effective embedment depth: h _ 'ri u=4.000 in.,h =4.438 in. ,; Material: Carbon Steel Evaluation Service Report ESR-1917 Issued I Valid: 5/1/2013 I 5/1/2015 Proof design method ACI 318/AC 193 Stand-off installation: eb=0.000 in.(no stand-off);t=0.375 in. Anchor plate: Ix x ly x t=4.000 in.x 4.000 in.x 0.375 in.;(Recommended plate thickness:not calculated) Profile: S shape(AISC);(L x W x T x FT)=3.000 in.x 2.330 in.x 0.170 in.x 0.260 in. Base material: cracked concrete,4000,fc'=4000 psi;h=7.500 in. Reinforcement tension:condition B,shear.condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 C HORN PROJECT '4� ' r®.`"~ • �"-..�', .. -Z--gC CONSULTING E ENGINEERS LLC SUI JECT >�Q.�G SHEET BY -� Geometry[in.]&Loading[lb,in.ib] Z 41't0 a. to Q Co 0 Jo__.........ip-- ?rS \ 0 Gt, N1 t X 2 Proof I Utilization (Governing Cases) Design values[lb] Utilization Loading Proof Load Capacity pH/pv[96] Status Tension Concrete Breakout Strength 4068 5591 73/- OK Shear - Loading p, pv c Utilizationlbw[It] Status • Combined tension and shear loads - 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! I1302 SW BERTHA BLVD- • PORTLAND, OR • 97219