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FOR OFFICE USE ONLY—SITE ADDRESS: 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 your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT / Transmittal r e ttal Lett I k;,\E; ,, 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.ti d-or.gov TO: DA 'E E • '%% ,1V t 1) DEPT: BUILDING DIVISION DEC 112014 PtCk5 FROM: A -PVNI CITYOFTIGARD COMPANY: 07, C, loo +v BUILDING DIVISION PHONE: 3 ( O e / By: 3 d87 .S RE: .3`= SW rim 'i-- 00d��C) Site Address) abtp„;(..)/ nut Number) � LQ q/N r a ,►i (Project a or sub &divis name and lot num 1 er , ATTACHED ARE THE FOLLOWING ITEMS• Copies: Description: d Copies: Description: Additional set(s) of plans. / ,� Revisions: L/il,XS /,t)G7 / G OS Cross section(s) and detail / Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. ,x Engineer's calculations. Other(explain): REMARKS: FOR oyFICIE USE ONLY . Routed to Permit Technician: II.te: ( (, t(A— Initials:JO;va l) Fees Due: ❑ Yes Lld'NO ' ee Description: Amount l ue: / $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: L2//G/1,1 Initials: 8' (:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 • N�.1 ?L-4 woof) I. DEC 1. -1 2014_....... I CITY.OF JIGARD NSW_ 1 r . ?;(40-2. ---7—4-3 W! e22‘ Ler.95 e.1\1D *IC S.M.S.•--. . - __ -.. . To -: ,.,c. fir_._..,. t lay of 7xg / I • �� / (�2� f O x 1 l2? l f -'CUD . r CZ- A- r ste■, F , 1J■, Sfls 130P7_ ,IA- -0j � - Q1!--cam`' City of Tigard. A roved Plans . By _ n^' 1 (G Ids RE ISION �. _ _ - . OFFICE COPY j • w t �. ti • I EXPIRES 12-31-2.t* I Liiii. LEWIS & VAN VLEET. l.e9fr- 3-11J incorporated ©trc Tt` S(4,,,r.) a�' o,wL [ten - 0 +18660 s.w. 600nes ferry road '1;;Z,•—TIGA t o_t¢ o: i tuaiatin, Oregon 97062 _ 503.885.8605 phone D ,41 c 1),5 503. 't 885� 206 fax... • Lf • a 0 _J/.. . 15�J;. 7 �9 � - ?3,20�� \g -.. (JAMES V 34.62-S13-7-4-3 EXPIRES: I2- T 2q.:► o,t,;...... . 31-2® ._... .. ._.. ._.. ,,,\ - - S.r.„... AT 2o,.c; _. "T'a'L?ouc 1 is tc= - tat-rE oF-nnL :. .. . _ \ _ io....a.0 \ . \ _ . 71r0.: - - • ,\\*/ ', — -41 ti' M. • ,-1t fl ON 1•1 qd • \ N1tL C. -LSCOM TRh " (D l3?-4-3 ,,�,;. >,� .• .�• S/ Apr:: 1p ta Liz 2c.1, ---_fl -4M , M.S i�t.�i s . , \ ' FalzaOGLGS . .. IA4non MAN}SA.Tap ', N CJ,A. t 5S l41l�Cr, , 'P eaT� a E AT C T 7 Cam- Ro0E S )q • '1 ,_ 1 - =if LEWIS & VAN VLEET G Le 13pst2 �*t' -) 1 incorpo..rate'd ©t.t`r.e"-'� Gam' I. _o�. .. .na,,,a • c9ec3.L 18860 s.w. boones ferry road L'At.3'T .t'J`t Sa. "Rcgn,•rye . ° ° tuelatin. Oregon 97062-..... i 503.885.8605 phone !b t L S 4- , .'i 503.885.1206 fax t aaFrNO. ... 411,,.c, u._I N / . w g y .> 1 Illdr a :�•,re x'16 • 23,2�� ■ JAMES�. 1 EXPIRES:12-31-2ot41 ,_--,'W ,..) 1sw i2.00 7 1 2‘ o-G. _ gew t2.:0-0 5 250-' C.-A--at C.-A--at SC.4 Ew S 1 Zt 0 (. .. . ... To e . ‘tn1 oars Rom► 1 ?(1 -r. 12.._5_ 4-r,1"2.- Pb5- 3" PL K) �� ( 74A,-7EU1L - L(Pc LEWIS & VAN VLEET .- l.�c l�.�!� ro-'r .. E_____ incorporated Q [�� G,aNT 'R-s1 5Q..;-- '18660 s.w. boones ferry road .... . a L tualetin, oragon 97062-- 503.885.8805 Qhona...... t -r,s"s �..� 3 503.885.9 208 fax ! I a�eerro.... 1 Nao T'L i.cop +M -'i'L T4 # 4.027-1 SD- 3 vs`. 10 SMS "rte SA_s-rop �vCo2-S1B'L-43 ,QT+.4� 1Nt b To Sa-. 8r2A 2 o,�: IP t ( i ki — I _ x See 7-t ram-4-e J/ 1 (2) . �o �NLS 7-c 4.-A . ' 0 Jo, -1-cl Itievvvi AL-r i 2,1%4",c. r-�-PLI C r.►l.,-(. A-r- '1 ce p. pcs-� %cos5137-4-3 G6 P,.r ∎ a� "C2�. 42.0o5i cot-5qy t• G.CTu. . 1.9 PROF! c„4 1 N ` J� 1w ill I v �N N 0 1 ' ?3.24° \g . ��AMES ` 3 cot 7-t so- -'3 W/ < li, ylj, L) 4.7 SM5 'ro -Bo NI S: 12.31.20 AIL.- _ jil AT I 2't p.C, it r . Ii -c2-r-cc,-- l2. 1 w Cow To13 eikie Apr (, *to fat_ra1DS. If Td Col-c$M,J x !2 po5-T. 1 I 13%-t t C O INI,W 1005-r W/IB - 5I?2 ail _tip it LEWIS & VAN VLEET . . 1-o.'.�4 Off{ � a� mano. incorporated 1 r• 18660 s.w. boonea-fa road ��` r k2t{ `✓�- T /�(� c coo cruww tuelatin. Oregon 97062 - - .: 503.885.8605 phone � / k 503,885_126 fax ■ ' ex—r ►vs.ty0 (e.I rC )' Pn D,�i4 R�-r �� fv2T150-4- c►°,1 �il 'TFFIr+rG / L Fa�c , Vii. // t fo •8 x ,.4Z5r. .ws ' A �C) Li I.S d y�►1J•N.1i 7 (NG.. I-4,4s N� MhTc.W(aG� �� cP'4 o.G- �rf . 2 �q - — 1DCJ OpEt,? A�PD. IS Nor 'SI4`N ,-.1- Wail /"1/4“0 12" o-G:., wL: ' RIS Pe�►�sll?l;.E, 'rmP--w it �N6 !,p r 1` _,`di ..t Iii c�.D }. 51 ,1.-1 C.A-rro,.3 5.`fmi-+T SCbh 6'. 1S �r „. lit ' 0 � ,, 8y o`C Ong , �il � i3�- ' ann e7�•- ; �' SICmN 't"J \, tAkTC4! Etc I S`t'i kr c stcitri4 � I� PI'IIhJ - . 0 \\, s 0 I I ,, 91?) • VF4MIN4 % � 1.4-1t 0 G•• .'lure' � � . �I 1 _:_ • . ti c r otp W lNC,. ,� 4 % 15,; z ai i NN. ✓RM. Xr Q � Wo 0 , � I, �', � a ova (411 . �,� p, g fo o aNm II p ♦ o E>ct s-Trwcs l . 23 4 L . A. co w 0 pudv�e,ov • I I' I lop ‘..T.°. • ° o r•cv • !� EXI5-11k1 Al ,1 it,,,,,,,„. : N ,a. m c o'�o 0`�6 N4 Si-A,L poop ` .Y iR .S: 12-31.2ci ° t°D W C t STi MG `^`°' , . `� - y-'' W o t0 i it.-:' li' �.. I 1� II (1—) 120051(0.2.= S. I ►I - _�\ , --. ', /31otri 0 54- Top #: r3TJvt V -1 I W STitr(� c , Z,� Ilddl Tia�N�tL t_-'K t$Th -Jc 2.+ 4. woor) ill Ce.tLAN.1Co Jot S {[a'' 0—C., ` E�il GI o ' G' r� �C ISTINa 2 op■+ I. :7 Goi 4,4,1..1 ::0 t•t 4x12 R..s,P ST j 71� : .....• . 4 Femm.-ati..,.!, . .... -...,aa.srsn'.es...r.•..xs .....3.rrtrer, .... ..,..;,...» f. sI, .....,araz nx r ..... m,.. a. ...10..rowcw.....ff. aar.r..=^wmr. . . .. . . .. .. . T . . .„ . .. . .. • • , ••0•••• ;•.,: 4 •••-e-, : ; . 8.5 p_c 3 ii 9i;)4. ja 3)., ...k.i !. ..!6:- - +, : ,, ...,ht . 0 ;. 0_.- • # • -, : ; . i , ' , '} I ■ r i • r. ; . A. ....; .. .; . . .: . ,..... . : i. :f .. , . . 4 • �' . . - . .. t i; ;. � + o . . P p4 . ,....) 3 ti t� I I ,I i. DI D Ill° '; . • n ^_ C ova ; i , , �- in m . - • 4 o u m � ma U ma I I.SCr,,W i'a•vV1 61Ei gu54AWS*••RYSr.TMilit:il61.%r-PA Mrjf27.yI Z.S fail.::.owar;INA.irr6J1.S'T1R'4-iTV 2...i!'eS27m d ,ra.id -7o S.'_'_WilieW5.1" •.7Rl'°'Tllii7101E.:!6'WZ1,'tlM.Z.1 p• • w .• . • • - • • • • ' ; ft' :a ' — ' . . • . , , . . . . . .; . . . , , zo !JJ Q I u ' 6,4=Prr 3as FZ•?1 PMzln,ry 4T dr RisS.rwiE'?Pmm�.rade,ew�6•4+�ads.rm wires !a:av r sa•traJezaerr••r+InasFm wi•c•«a>Err.s•c r+l-rryra.s=-wd4'GR M Yt.r•x...e0 nw or nr.x...a..rw w....,..–.._..........._..___... .. .-.1 •L E W 1 5 & consulting engineers Job &e.fs RC9mrJ ou.-t6-c7G4,-"J Client RR> DaveLoPM.114r" 10550 s.w.boones ferry road :�. tualatln. oregon 47❑52 �� Job No. By �,.)(. [503)885.86175 phone (503)8B5.1205 fax VAN VLEET Date t0∎ i��-' Sheet •No. — Incorporate* x. - i'iiii=; -_49h: lS�:aFi�. ei. "end.—^4Fa r.4t I:l '+WfY:r_ sc,a,..grogrentic,GS:7g6a+^ - saa 1. • • t.1,� -.P® Df-.l� ;GoN�T. Ire H I w h ki ry �w tlaN' d¢ - y . ' : 2..5Pte .. _ 1 y . if • 1 . 2.x. /�.-. 4 ...; l.5_ .• • t .59 __ .... . I1 li 1 n N l •R : �:. r CFA 2A=• sa-t . (r, • .. c +_p.� _- 2 S6.�...4 r:.. 1 = , %.1. .. : li • ... r _.. . .. --.-., �i - - ------ k _L--+' .7 hr_ _.� .--t J M h • •a P . - - w 11 t •- . ^ + t.' • - U R▪... d • . .. _._�..[ w� .. -......_ 1 1 r 0`JC /p� Cii Or -`----y' l w • • • • f l O) A..._ - O.Cs2.2( st4.1%) ' ;t,• ,4 Cif,5. 4 • r r32. k-5 , .. ... ; .... .• A 0 G:p .1 + (0,-3 42(1,-i e ). _ t + (o.zs4ett_.169)]2- -3• JJ 2001 North American Specification w/2004 Supplement ASD DATE: 1012312014 Eagle Bargain Outlet Sign -Btm brace SECTION DESIGNATION: 362S162-43 Single INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0451 in Top Flange= 1.625 in Inside Corner Radius= 0.0712 in Bottom Flange= 1.625 in Yield Stress, Fy= 33.0 ksi Stiffening Lip= 0.500 in Fy With Cold-Work, Fya = 33.0 ksi Punchout Width = 1.500 in Punchout Length= 4.000 in ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length=2 ft Load has not been modified for load type or duration TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING KL/r LOADING THROUGH WEB NONE 39 4112 (4F22,1 MID Pt 20 4407 17388 THIRD Pt 17 4459 1744 �—gyp 2001 North American Specification w12004 Supplement ASD DATE: 10/23/2014 Eagle Bargain Outlet Sign -Top brace SECTION DESIGNATION:362S162-43 Single INPUT PROPERTIES: Web Height= 3.625 in Steel Thickness= 0.0451 in Top Flange= 1.625 in Inside Corner Radius= 0.0712 in Bottom Flange= 1.625 in Yield Stress, Fy= 33.0 ksi Stiffening Lip = 0.500 in Fy With Cold-Work, Fya= 33.0 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in ALLOWABLE AXIAL LOADS INPUT PARAMETERS Overall Stud Length=5 ft Load has not been modified for load type or duration TOTAL ALLOWABLE AXIAL LOADS Obi WEAK AXIS MAXIMUM CONCENTRIC LOADED BRACING KLlr LOADING THROUGH WEB NONE 98 2535 1306 MID Pt 49 3770 1644 THIRD Pt 42 4048 1687 i. I .aaraM ALZ.SAC.IR.lfI:SIDmsxF".mRC.ilE 2114i'i'6:miamriIC 31FlMSt1TRilIMM.IS.ISIZ il.Ilimilaat li,X=71,fikarZ.MAP a :A71'Alm—mm'iN7.7S/aam AIM'APL1.1011MII,'AIISC:. .PAILM.s:.mlyo7i'$'.PIorIi'iYPlcRi4e'C Ml1CIi 2'.i7MF3723.T!/F1 3 0 f,1 1 yf _. .. _ _ . i _ .. .i _ ... i• •• :, . , , - : , . " .. " • - } I0 i 41 ; .r-- .:. .. .. . . .. . . . . . ) . .. ,. .. • ... " . . 1 i . • i Ir. a • . 4. .. , ,4 , _. _ . _ i - ..- . _. . s I _ . I . . 't.1 . 5.':.. . . ., . 1 . . ,03 . ..li. • 1 i I _ . .. . . 1.... nj Ili " 1- . . .-- . .. . . .. . . [ . `O bo o $C cln . - . .�� 1 C o � in f I ■,ii C m o U 7_11P"tf:T.vss'.i JCSS'Lxrice',Taw•rr.+i.iiri[.ar VAN.wlelcx_r.ir.S.RSS xi3i'sae&II-m .s'r±A,/a 0 2001 North American Specification Project Eagle Bargain Outlet Sign-sign studs Date: 10/23/2014 Model: II i1 R1 R2 5.00ft 2.67ft Section : 3625137-43 Single C Stud (X-X Axis) Fy= 33.0 ksi Maxo= 527.0 Ft-Lb Moment of Inertia, I= 0.616 in^4 Va= 1739.1 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 174.7 0.331 78.2 Full 527.0 0.148 0.013 114668 Right Cantilever 174.7 0.331 111.5 Full 527.0 0.212 0.039 111656 Combined Bending and Web Crippling Reaction or Load Bmg Pa Mmax Intr. Stiffen Pt Load P(lb) (in) (lb) (Ft-Lb) Value Req'd? R1 87.6 1.00 276.7 0.0 0.38 No R2 288.3 1.00 569.8 174.7 0.94 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft-Lb) Factor VNa MJMa Unstiffen Stiffen R1 87.6 0.0 1.00 0.05 0.00 0.00 NA R2 157.4 174.7 1.00 0.09 0.33 0.12 NA • S- 3 n 2001 North American Specification Project: Eagle Bargain Outlet Sign-Beam below Date: 10/23/2014 Model: * __ "— .- -_ : �, -__— ==w �,_!-'."- -.gi --4 Ib/ft 16 is Ri ,R2 17.00 ft Section: (2) 12005162-54 Boxed C Stud (X-X Axis) Fy= 50.0 ksi Maxo= 9552.2 Ft-Lb Moment of Inertia,I= 28.596 inA4 Va= 2754.7 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) (in) Ratio Center Span 5382.6 0.563 5382.6 Full 9552.2 0.563 0.332 L/615 Combined Bending and Web Crippling Reaction or Load Bmg Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft-Lb) Value Req'd ? R1 1266.5 1.00 NA 0.0 NA YES R2 1266.5 1.00 NA 0.0 NA YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 1266.5 0-0 1.00 0.46 0.00 0.21 NA R2 1266.5 0.0 1.00 0.46 0.00 0.21 NA L E W'1 S & consulting engineers Job --& 4n1AJ nl,t-r-t c'7 Ct .V Client 1:2, 3 D Wet., cro, 16fifiO s.w.boons ferry mad tualatin.oregon 97062 Job No. By a,,. (503]8135.6605 phone (5173)685.1206 fax r VAN VLEET Date (4" .14 Sheet No. -2 incorporated x.. ri 1 I2vnX , 'OGAM -unsfl t'![_ SL-L r - - -- r ■ F ' “ Pool . :ti V. '"' �� lA',fLtJD p'f2�C'-�i l'-/ . 0.t-, -.es : • _.. • _..-- .. 7 tit . 'D wu�N u or Rb n k a . - t I ell I '2 - . : : .R+j- r . 6,di m 2T,-.Ie-O Cl;41;71-r)• :, 714 . _ _-0.t Co 2: L TF.h..r ,si it ' — 1 5, alt''uAlu' r� 0,077--e.62 d. rye Z.,Id T J I e - °-----4"- -- n w 0 13 Ecr,1- I: - 3 ele.'2.l Or _ ---• ' . -•-:_ ' . UPU _ 0.21(Q IF4 =s Oi Ni lk}:Q. cS:)01 tp•IF- 41P• _..Ti . _.... __ y r1 � h '�i� �� 1r3f �j "S lf- i '� �Dtr' w,. M,,f; '_ © - - l6C5;3� es 31 II Iri or 4 _.. A . . I. . ._ r.... a i - ' a' . _ k•A'ACV ‘A.4c tot.—.C/4-.7r". L :). --Q.14-fit fC- ) 4 2,.‘..': . •- . •ta:f Rot . .C. .-_ V . . min+ SCs r1/4eI°'j-ET 8 V‘i\' 0:. W_ILJ.fl_ '.. 'c6.02?�r) -1..; . - , • t -cf ' N1:/ (.t6 (-IQ(y AT �lwlL11,D UtWD a- " -. . ij �rZ h I _ i . k... - - - -- -- . - . C . - - 4 F 1 1.0....--.r..•;. --,,,,,..1, IF---r�l^.va►id��'=+ea�ai�air,': -.1. -TMeSii. ..� ifa:^'!.i5t•,.^":auoCYa.' ' l—MVS: �'-' tlii-^..�Z*s1+�1"�-►.JC' i �7i�9�Sa:i:._TrO.14 L E W 1 S & consulting engineers Job bafaL.& " 7Z&E1n/ 0u?nom( Lc1..; "•wu', 18660 s.w.drones ferry road Client F.,5,. �1 EzL.. C-�Ap. .7 tualatin.oregon 97062 Job No By - J L (503113E15.8505 phone (5031 995.1205 fax VAN VLEET Date 10 -114- _Sheet No. ,-4 Incorporated �_:.�.r_^_Si_'V"11'a•,.+ple�s�!s4 .'a -.--23r4Mis..'. ii�.-��pl":. .'tlii,;3'�iik:�-mil 4h4r.O=ir�:- .1 'ICS _. =�.�1.._.°-•:4T'CL..� _ .ri'�lid•.L`.s'S�l' N ° N. I...AC.k-r Gk'1-t6,E. eakiMep .,S1. ,.1 QC)GS: pg. AALitr.1g.�,E M . i 1 fl• .�.� 0 - L.- 1 s. " 50 5•t-�drz-:�4 �/ .A ( ,L t�©r4 i rte. �,0 ���_ k' tS ki 2 l�Ar-��-1?5 s �fw aJ ..- r� sue K `.P h N 43 • A Q, n A • i a 10 Ni_p is u tx r► 'T�:t:. t� , iit 5 .. f 2. c!"--.7e, • caM'�,,' s -4 'Cc '1i-0 re.SG- 'P,O-'L,erA'e-Z°s• - q 7 r t E �_s��oo2.5c;� �0� ( . off Cc�_g 542��� aP' :..-, _ /� __/f_ 3 y!.!1 ____y a+f ems _._. _ . N. _ ._.-"r ./,CSC _" .6.i ea,. `�,t..42 p,1 J ., 91 ,1.� .F cs.l . --- 4 F ! 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