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Report FOR OFFICE USE ONLY—SITE ADDRESS: ( I) ` ?`15- 5" ✓Ii-''-e 1 - ' This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to yourproject. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT I a r Transmittal Letter Ti G A R I? 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: L zrAl D A ',\r a i1 1'r ED DEPT: BUILDING DIVISION C 8 21 • FROM: /I/L �,ok.ilA,1 cA_ CITY OF • GiARD COMPANY: 5-11)0 Co . J Q 4E66 , BUILDI► DIVISION PHONE: '0 3 - (e ZU - $ ZG 0 BY:e-/ RE: J' 15 O.AY. 6A-F- 40r3v�G ‘1,. t 4 �34d31 b (Site A dress) (P-. it Number) K A -c_6 /1-o • 0 LI / (Project e or subdivision name and lot n e/` ATTACHED A '. THE FOLLOWING ITEMS: Cos ies: Des i.tion: f t,.ies: D•scri•tion: • A..itional s t(s) of plans. • evisions: 6 i 11-1^3 b • oss section and details. Wall bracing and/or lateral analysis. loor/roof fram. g. Basement and retaining walls. Beam calculatio . EM Engineer's calculations. Other(explain): RE • ' KS: FOR a FIC USE ONLY Routed to Permit Technici• • Date: L. Z A Initials. NAM Fees Due: ❑ Yes IV o Fee Des ption: Amount i ue: $ Special Instructions: Reprint Permit (per PE): ❑ Yes rgNo ❑ D Applicant Notified: Date: J �-y�/y Initial,, I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 ■ Nt BROWN EtiGI2:ERRING MO. .. 1�F+,.'•. v<4.,'F'zs.' X `.? Z-113 7509 SE Crystal Springs Blvd. Portland,OR 87206E 5 C� /2-/z_-17 X5051 65 - `.'r r} - ' 4 , I c7 cis ° A-- c_ �_. `7 40 \5--- G \,,/t k! Q 1 I Ell 3 , 1\k= 1 2 2-44) NI ,. g� X41 go RECEIVED - (-Tat_ 4-) �7) - �I DEC 18 2014 . . , 3 _ 7 �- I G.-a 7,77} 4, c7. �� CITY OFTIGARD ".<7.- _-':: - --IC, K3>. C$, (e__I rl z ITLDING DIVISION t 4 2-5- C‘+ht 4 Y1,6P74-4A)11-r- 621 4-ge,"'�,‘,..e K .5..=__-I-i 0 - __ . 14- 1,ir Am 4...4 c a I SA"' to =�, U 0 2 5` Ks,' :.r z.� ''l (0-4 S" t 2-7 c,,9a . (...c. ,.5-7� 'k, d) CO, 0) z P I, 2 rs. P C.4 i P;.1_ 6,--7-.0 ri 7 3 1v ` Z."' 7' T7 /� to /7A- 143 s4 : 7h ...... I, v c... /, iru REVISION ". 7- Cppl (t1 Co- z2.. ?, 2.fS S' 11,'2- co,g_ 1 19 3 C.4'- C7' %.+ 1. 1,1 G 3' ,nir) l b Q-1) C�-A '-,4, 367. gre,7z. + 27z.Z,7a 3bci'U,z 87z• - �.`�/3�' 7S5,3'1V & 7 a5', r£ ' CITY OF TIGARD 7 414 ,, MEWED FOR CO COMPLIANCE . . ,I6,ApproKds ( n -��tio PPOF�;s< . OTC= ( I \'j� <<'- ■ y;' 0 Permit#t F - -00-7 ■ a,.�� Address: al rV�C�-'- ? f ` Suite •t 4, • ON > By: .;y���. Dates 2. OFFICE COPY EXPIRES:(.-31-151 W.BROWN ENGINEERING G. 7506 SE Crystal Springs Blvd. v Ror:›M � 4>//. Portland,OR 97206 53)654-8232 / 1\ ! S ei / -/z-/3 R -_ .4, c1 - /,5'la.c/ s,s T`' 'E 640 '75c).� ,b ..�. -,4,7S.- ' L., 5 25b Fe-Fa.„ z' ,1 9 I q GINA.t. 4'42 • !, et--711 lot orig+ 4•(6, 14,2 (-4- 7 EXPIE (.I " W.BROWN ENGINEERING INC. I C��I �— A'7.t__S ,c-'r r� � ( l-3 76DS 8E Crystal B 972 a Blvd. �+ 0/ �S* �3 Portland,OR 97206 /�S`�� `, �/� c---a� (603)654.8232 I a ti \I - z J ' 1 ik I I 4:0/ 1 1 v4 I ic l ' o ' .Q, v,_ , _ oil . ta, - In j z. v ( \--i---xi,cY4')<17: 4 Y ?:1-4CA Lc, 1 T — -t\1 f/4 tgi A -K2 ) J 1 _ � v) 0-- 44 4 IL ) LA d � Q�,� `� ✓ 3 . 4-9. --iliggl' ,,,o 'too, • . A flti, .) /). 45 •[ EXPIFIES: *1 I'1 D. .. V.BI1O19/N INGINERRING INC. / ` 756 SE Crystal Springs Blvd. c� � � '�•,g ALVI—0 �' l Portland.OR 97206 ) Q„ l ���... �r ��,II I 00 654-8232 �'` J i\A.t=1)1=1 1 EL.M.-3=1 FiP1.0 t-k.to 4VCIC•k4 - k a 0.2 4:tx. 1,11 (701o) X194li - T 'i x_1'-o VIL :41 (7q6) :-- I zz•yl r so9a,3.., 1 i ' -A- ± t = I CAI f 1z'7 = I To i z�5"9,r25 ' Al 7,try-#lam or - 167,f2.r/it "< t 6-00, tt A,,, = -04c590,114‘. ' M ft C No on C10-01) _ Vie 6_._6 _ -Tit( %Z3')(.1'),--e,--74 '. + AL -2hzvIt, t 3 6 .L 2 La,r 26-7.C24- . l 524).6 4 A'Ft 4f173 Ikk g A2tz. of C70) �`,� q�' 4' z s a-0 L ox V,.ct" C -r 1---m .►4 3',g.-'>c jam, A 1,2.2 .1i Mg ...z a.z.r. Cot) 4.::,- g i 6.0 . 0 4:5:-4 444;:ei.,:,-.04, ,..,,.. r.,- . ,_ 61a4P 2. tozi l 7 2,a • ' ' r _, 'j d, _,,air_. l 1 ,, e ,9 i • 14. c,z 3- t�-oX T■�G e L. iffix EXPIRES: ' /. W.BxdWN ENGINEEffiN(1 nvC. 1., e._ p 1 I!3 7506 S);Crystal Springs Blvd.• � ��'-��n""' ���'� y Portland,OR 97206 Nkb?s 1(^ic_e'T-1 C:! - - 12'i 7.14 5 -,i q t``K ` C,, . Lei,' ...1/41 ( t_'� $ I I ! Af — s GA ; ., -- 2;:q.t q ion+4 - . A ude Tarp 1 1,c Gzcs- '‘,.:12--+, Q 4.Z7 7l01��` -r 171 PM 4 57. '44.1t 4,F ... 43'7,71,s ' r "4 37,tc,44 (t")1 bin= 722Z * 9� &At PRI"7AL $ 1-Ia,.. Fay 5.1n,?GO4,4.. -1-'gQ,-ic .9 ilie .-A y.I — ,� -- 3x'11. a%T- 2—%" 41 ?c5" 11A; WM Q . ' /14 = 7iihr"A-1,)::: C1417,z„1.-P-°`' .- 4_, f A 0.492' , / IL 6���r�,� )/4-47 Li (S'z47,2.-' ) = 4. c�7$*� 4,b 6,44(/4ir/ 4'44) t " t(\ '1--isik k..) ez4./ co.11-) ti=`s.—:: jam ,+ . .4�� 4, !14,1-,a„:" I EXPIRES: (Z - ,' f 1 W BROWN ENGINEERING INC. to - ''' t +n,-"s a' cam' 1 se 7506 SE Crystal Springs Blvd. Portland,OR 97206 Ca ems-J►.4 "t'"N (503)654-8232 • 4„CP 57 5-I PaQ c okz Xr 3.0 9e K'' 02,%) /Z•kr!o its = 209(.22-1Ce, •O G'S ,Q, �•}� �e? ei K'e `t w,.td= 2.gS3 c. /989'' a Ap '� 2 q 53 Q. to s � `,k • �2- , !f 4,'Z Dan -RE 5 1 W.BROWN ENGINEERING INC., SE Crystal Springs Blvd.. f G N Q- K'APML5 14OrC� Q`f 2//3 Portland,OR 97206 11,�� Y, (503)654-8232 iX\Q7 P t t.4.'T /2,--17-1 y 7 t.._,, ri-.7 . sic,,) . 41 = ,2/ -7,7M-4- zCfr /7/' A,,,.,,,, .... /z-.., ("77",.. (2,4 r- o ,4 9 6bp©D 0 % :5e CCU ' A sT"w (s -t-,a Go 2 v� '°'.S& !o 1 �'` c..b.x t y L--0--- --ar _ ---t- 1 CS et \I g 0...or/ /,1_/-Ca . 11:Prir°15./1 " ' .4 *c:.44iitrI: 4)71, . 0...- -,;;, -oppro. ' CA!14,' CS'- . -ve L. ea EXP ES:7: j V I rl W.BROWN ENGINEERING INC.+ 5 t G.t4 e. K Ads..".5. 4.....37.4) 7506 SE Crystal Springs Blvd. f +�E. Portland,OR 97206 .gyp(ire►t,,,,�`"r'1�s{.� /z-i7—If e • 4603)654.829 : I "Vk,„4q—t pf*1 r Q 1 i 8" ,..., L , I ,...._,,,„ 1 ... F,,,o), A.-T"tdu FLAt-I 344es= r-40 d.Mcitsm. Ss '5%-k lb,. —. 13,X.--7.-;` Z. k o,z 11 ioI'6.41/4414.TA* C ,t%e■ T- Al /\5.it 41440i 5"m-r 4- t .":-": Z5126 Fst Q-22. T:) .-is, RR �) P4 IX duct hkc.� ; A.CTJ *k L I3" A t:.�p CM.4, � • i • 4., k>Y4illak CREW' ` , °V 14, `� L IES: 1- ► . SIMPSON Anchor Designer TM Company: W.Brown Engineering,Inc. Date: 12/17/2014 Engineer. Wayne L.Brown,P.E.,S.E. Page: 1/4 StrongTie Software Project: Kadel Automotive(#2113)Modified Version 2.0.5154.6 Address: • Phone: 503-654-8232 E-mail: 1.Protect Informatlort Customer company:Meyer Sign Co.of Oregon Project description:Monument sign on baseplate and spread footing. Customer contact name: Location:Tualatin,OR Customer e-mail: Fastening description:Embeded Bolts Comment: 7.Inout Data&Anchor Parameters General Base Material Design method:ACI 318-08 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(inch):21.00 State:Untracked Anchor Information: Compressive strength,f.(psi):2500 Anchor type:Torque controlled expansion anchor 4'.,v: 1.4 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(inch):0.250 Supplemental reinforcement:No Nominal Embedment depth(Inch):1.750 Do not evaluate concrete breakout in tension:No Effective Embedment depth,h.r(Inch):1.500 Do not evaluate concrete breakout in shear.No Code report:ICC-ES ESR-3037 Ignore Edo requirement Not applicable Anchor category:1 Build-up grout pad:No Anchor ductility:Yes h.*,(inch):3.25 Base Plate c.c(inch):2.50 Length x Wdth x Thickness(inch):8.00 x 8.00 x 0.50 C.r„(Inch):1.75 Si.,(inch):2.25 Load and Geometry Load factor source:ACI 318 Section 9.2 ".,4 y � � ; Load combination:not set Seismic design:No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:No <Figure 1> /e: Y Oft-lb .� j' r..�D PROF ss?‘"'OP k 4 t 4 Vic' ,,,�• . - • • LEXPIRES:( _:_ ( r e'51- Input digs and results mud be checked for agreement with the a dstlng dreumatances.the standards and guidelines must be the edit.plausimm . Simpson Strong-11e Company Inc. 696E W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax 925 847.3871 www.strongtie.com • SIMPSON Anchor Designer' Company: W.Brown Engineering,Inc. Date: 12/17/2014 ' Engineer Wayne L.Brown,P.E.,S.E. Page: 2/4 Software Strong-Tie So Project: Kadel Automotive(#2113)Modified Version 2.0.5154.6 Address: • . Phone: 503-654-8232 E-mail: _ _... <Figure 2> I : ' , . .., MN MIMI Recommended Anchor Anchor Name:Strong-Bolt 2-1/4"0 CS Strong-Bolt 2,hnom:1.75"(45mm) Code Report Listing:ICC-ES ESR-3037 40 ilidnitn=11'44 . 4 Wil-:- .... 11141111tt4„...., r,,, .i..Ou mate • 1.\ORg_ti • . fVks L. elik° ExPREs: • - . Input data and metes must be checked for agreement with the existing drcurnstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com SIMPSON Anchor Designer TM Company: W.Brown Engineering,Inc. Date: 12/17/2014 Engineer. Wayne L.Brown,P.E.,S.E. Page: 3/4 Strong-Tie Software Strong Project: Kadel Automotive(#2113)Modified Version 2.0.5154.6 Address: Phone: 503-654-8232 E-mail: 3.Resultlna Anchor Forces 1 Anchor Tension load, Shear load x, Shear load y, Shear load combined, N.(lb) Vs.(lb) V..y(lb) 4(Vu..)'+(V.')=(lb) 1 115.1 0.0 316.0 316.0 2 4401.5 0.0 316.0 316.0 3 4401.5 0.0 316.0 316.0 4 115.1 0.0 316.0 316.0 Sum 9033.3 0.0 1264.0 1264.0 • Maximum concrete compression strain(%o):0.62 <Figure 3> Maximum concrete compression stress(psi):2692 o 1 0 2 Resultant tension force(lb):9033 Resultant compression force(lb):9033 Eccentricity of resultant tension forces in x-axis,e'N.(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'ny(inch):2.85 Y Eccentricity of resultant shear forces in x-axis.e'w(inch):0.00 IMP- Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 X o4 o3 4.Steel Strength of Anchor In Tenslon(Sec.0,5.11 N.(Ib) 0 ON..(Ib) 2225 0.75 1669 5.Concrete Breakout Strength of Anchor In Tension(Sec.D.5.2) Nb=ko1Jrdtd•5(Eq.D-7) ko 2 f.(psi) he(in) Nb(Ib) 24.0 1.00 2500 1.500 2205 ONoeo=+(Ark/ANo.)'.e,NViW,NSVe,NWq.,NNb(Sec.D.4.1 &Eq.D-5) Ark(n') Aa (in2) 'Y.yN SP.d,N Y'aN tycp,N Ale(Ib) 0 #N,o (b '{`� �z 81.00 20.25 0.441 1.000 1.00 1.000 2205 0.65 25 0 8.Steel Strength of Anchor In Shear(Sec.D.6.11 l (..%G rte; V..(Ib) dv 1{a.rdV..(Ib) 965 1.0 0.65 627 �' �� t �. 9.Concrete Breakout Strength of Anchor In Shear(Sec.0.6.21 i'" GOI Shear perpendicular to edge In y-dlrectlon: 9 '• y 4 1. ‘ Vby=7(l./d.)01Jd.2Jfcc.fi.s(Eq.D-24) � e L.'BO le(in) d.(in) A fo(psi) c.r(in) Vby(Ib) 1.50 0.25 1.00 2500 21.00 24099 I EXP S:(-,3(1 f i oV.bvy=4(Avo/Avoo)Y'..,v Ted,v'f'c,v FtiyVby(Sec.D.4.1 &Eq.D-22) Avo(in') Av..(in2) 'Y..,v T.d,v 'Po,v Y1,,v Vby(lb) id Vcs9Y(Ib) 1449.00 1984.50 1.000 1.000 1.400 1.225 24099 0.70 21120 Shear parallel to edge In y-directlon: Vox=7(l./d.)s2Jd.2Jf.Grt b(Eq.D-24) .. .. I.(in) d.(in) A re(psi) c.t(In) Vbx(Ib) 1.50 0.25 1.00 2500 14.00 13118 Input data and results must be checked for agreement with the existing dreumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com SIMPSON Anchor Designer TM Company: W.Brown Engineering,Inc. Date: 12/17/2014 Engineer. Wayne L.Brown,P.E.,S.E. Page: 4/4 Software Project: Kadel Automotive(#2113)Modified Strong-Tie Version 2.0.5154.6 ) ) e Address: Phone: 503-654-8232 E-mail: /Vae y=f(2)(Ave/Aw.)10.evraav!PavPloVss(Sec.0.4.1,0.6.2.1(c)&Eq.D-22) A*(in2) Av.„(in2) P.a,v 1Ps4v To/ Ti,,v Vt.(Ib) 0 /Vicegy(Ib) 756.00 882.00 1.000 1.000 1.400 1.000 13118 0.70 22038 10.Concrete Pryout Strength of Anchor In Shear(Sec.D.6.3) 05 Vwg=fikwNkw a fikw(Ark/AN,)P«,N P.d,N Pc,N Pw,NNb(Eq.D-31) kw ANC(in2) AN,(in9 P.o,N P.d.N PC,N y'w,N Na(Ib) 0 41/cpp(Ib) 1.0 81.00 20.25 1.000 1.000 1.000 1.000 2205 0.70 . 6173 11.Interaction of Tensile and Shear Forces(Sec.D.71 Tension Factored Load,K.(lb) Design Strength,eN.(lb) Ratio Status Steel 4402 1669 2.64 Fail Concrete breakout 9033 2530 3.57 Fall(Governs) Shear Factored Load,V.(Ib) Design Strength,eV„(Ib) Ratio Status Steel 316 627 0.50 Pass(Governs) T Concrete breakout y+ 1264 21120 0.06 Pass II Concrete breakout x- 632 22038 0.03 Pass Pryout 1264 6173 0.20 Pass Interaction check N„✓ON„ V./¢V„ Combined Ratio Permissible Status Sec.D.7.1 3.57 0.00 357.0% 1.0 Fail FAIL!Selected anchor type and embedment do not meet the selected design criteria. 12.Warnings -Calculated concrete compression stress exceeds the permissible bearing stress of diameter 0.85fc per ACI 318-08 Section 10.14. -Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. iMTh R . f0 MEP d I d.o -- 4 FL. alk EXPIRES:('2.-1 4(, i' '° Input dada and results must be checked for agreement with the existing dnxsr stances,the standards and guldelnes must be ducked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Floc 925.047.3871 www.alronp e.00m