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I'.:.)16;N - I'11111 '• 1 .. !! :: 1 , 0N III Ili( 1 I • w ti 111111 ;-,4,,,,,,,,-.--,..,.;, `` 'rt3 P CITY- A I 1 -F-C1-0' .i __ ____ __I! 1 ,, !___ R_(Q IIg OMPLTA1 .i V I ? : LC,.:iR IVIEW4 CB Approved: [ , L. i K SIGNAGE -EAI_ o ELEVATION OTC: I ®' STOREFRONTI SCALE: 1/8•=1-0• - Permit#: r,,'"'20 c, Address: kC( --7,,,osor-411101 + 1�'a i, r Suite#: i r"-9By Date: Ilil'� OFFICE COPY 1, ..,417 B s Q 74P Locenoa / 1615 J-anin t nSquat,.:Rd .4. 'l<'cGON .� Bta Prt.on,OR a7225 r” 1,6,„4,,e , ' ,a U.L. NOTE O BE INSTALLED IN ACCORDANCE WITH DTDETREQUIREMENTS OF BUILDING ELEVATION ARTICLE GOO OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. DRAWN BY Dere CDQ 03.17.10 -- -- - - .ae I scut NOTE ALL FIELD CONDITIONS TO DE PRELIMINARY DRAWING 12-491 A5 NOTED ORAMING nuueu VERIFIED PRIOR TO FABRICATION NOT FOR CONSTRUCTION 12491 - 1 .0 'I U.L. NOTE ELECTRICAL LOAD r 8 04 9.8 AMPS @ 120 VOLTS 3 I/8 THIS SIGN 15 INTENDED TO BE INSTALLED IN ELECTRICAL R E Q M T S .,C"`.('; ;' )i? ' 151 ,.., f .:;Y' .....— r ACCORDANCE WITH THE REQUIREMENTS OF 1 ARTICLE 600 OF THE NATIONAL ELECTRICAL (I) 20 AMP CIRCUIT �— I • ' CODE AND/OR OTHER APPLICABLE LOCAL A.L_IJf, ,r`J '" •. " " 3 X I.5' ___. C. ri 1;vl CODES. THIS INCLUDES PROPER GROUNDING C.- it- `_<. +F' AND BONDING OF THE SIGN. ,r_:" y 1" kN ':CLI WI EXPANSION SLEEVE cp it.,.,.. ` . .TO r !!1 'si`rriAI` - i I c '• ^o"' a • 111. F 111 v•1 5 ..� / / 30' 8° E V / I x0.5x .125ALUMANGLE "--'-------'„,--4-''' Pi / EQ. 12'-0" EQ. '''' / C'SUNK SCREWS PTD WI11TE TO5" ' ° ,?--cat- .2,..,.. g \_A — MATCI1 BORDER11 n` 2 °.C5\ iC !'..:-,I .'fi Co CV o ) 11 1.I 7 ,. �1' F:; III 111 Id e, � m N1 1 1) i I J l �Li 9C.,_ \`\ = -- .. :�L.-1... ,,_„t .;. 'i����._1PJ>r' �,tlY 11f 'til���— __\ 0 (t}, 0 ' 'c3C`4..I V i s...,1.Y G'.Ar'v?. ,,_,,, ti , I >' E 1 PMS#2935C I x I I'-0” 10'-0' I I'-0" zZ / / / u• ACRYLIC i C ST (;)t ( . _..... '1 ' A �i , ' Z Z ® SIGN DETAIL SCALE: 114"= '_p:� .1'13C)>"t',! i O 5 av_�\.. i ; I. N ; C,G C_1vf J :_L� �/e "_h':,_VI!� I,.'` F(.I�f`T= _ N , 1 i'" J .. I`� RI < ( 1^x,1 I I , I ,i ''',11N. (2} CE`s.._ . i / 1 _,;�.FN, ,'._I:111.! ,0,•_ R, 1.J r�,ND' — �L ' 1CP i � � r r r : I ` FINAL ,. NA Cir?'.'; I i,_- _r� Y v1 I 1 ,),v- J. 3(N(TYPICAL) ,(;. _ . T L_i.. . t ® INSTALLATION DETAIL SCALE'. N.T.5If.. : lr G _ ®TYPICAL SIGN SECTION SCALE. N.T.S. II 1 32'-0" / / 1..1---1II' 0" I0' 01' II'-0" / / / / 10'-3 1/4" 9'-9 1/2" 101-3 1/4" N- /6 j 2 3/4" //, /T 22 3/4" /,( i a I L I 11 I, wcAnoN I ..7:,, iiii... i , WNG RE l I 'Opt, _ . .: ,,. '....,,.. ' ,. . 'T ,... fft,0.1711r",,,' .‘NtS1 . ' ' ''' _ I i I I. `� T SIGN FRAMING DETAILS �• „ .. - AND TYPICAL SECTION N IC) (:_ i ' 11.4"0 1" -' 11� 11 !:� i 1,`r � -'• :! .: DRAW N BY DATE F .�I t\i..., L. L Y.._T`ia.i `..,!`. ',1 C_, I i.. ._, :i - 1{) C:),(:,, �,..+:...Wo„ 41,., CDC/ 03.17 12 N, ® FRAMING DETAIL '. k, 1 '23:1''' ' "' SC'LE SCALE: 318°=I'-0" '4112-491 AS NOTED R F. 4[\q DRAWING NUMBER *+ �j 12491 -2.0 1 c b a; I2'-0" / / _ , 11y Q M is a:a: i, N O CV a Y c on e INTERNALLY ILLUMINATED CHANNEL LETTERS V 28435Q. TA55110WN Z z 0 2 CHANNEL LETTER DETAIL - 0 0, 2.OP SCALE: /2°=1 owo SI 1/2" DRYVIT OVER 3/4" PLYWOOD r IW (V.I.F.) o 0 W _ ACM BACKGROUND PANEL rx r 0G3 ALUM RETURNS (DURANODIC) 1-1-1---9 • I I L l J .080 ALUM BACKS I > I 3/1 G"WHITE ACRYLIC FACES W/ I ST SURFACE APPLIED OPAQUE or i VINYL ACCENTS ' IV-I i I/4"O LAG BOLT a , (4-G PER LETTER) � I v a (III III, % of ' P2 WhITE LEDS ' Ps Io 0 .R „s — �i� c04* , N 6 1ivrcA TO MATCH RETURNS - LOCATION C40 2 !y (DURANODIC) 1' ' « v w aonin It n au:Are.kd 84474F .0 1/4"0 DRAIN HOLES I e a,.Frtan,uky 23 MIN. (2) PER LLI I ER DRAWING ME U . L. NOTE / REMOTE POWER SUPPLY y�qy ' L CHANNEL LETTER DETAILS C xr <Z��I ` 1 I AND TYPICAL SECTION THIS SIGN IS INTENDED TO BE INSTALLED IN �$ � J'BOX AT STORE INTERIOR ACCORDANCE WITH THE REQUIREMENTS OF L F - (BY G.C.) DRAWN R. ARTICLE GOO OF THE NATIONAL ELECTRICAL CDo 03.17.10 DATE PRELIMINARY DRAWING 2 TYPICAL SECTION GR CODE AND/OR OTHER APPLICABLE LOCAL 12491vuAs NOTED CODES. THIS INCLUDES PROPER GROUNDING 2,0P SCALE: N.T.5. AND BONDING OF THE SIGN. NOT FOR CONSTRUCTION DRAWN2uB« I 249 I -2.0-P 13 UCRI I L 1 1 YDE1 CGF ET I‘ 1:: MAY 2 6 2016 DiVistnr,, ,-.. ' . . ..., - . BUILDING A BUILDING B _ ..............„...... . .,.. , ........_ ............. ...........„ - ...... ....._ _.... ......... ........ ......_ __ __ _ __ .......... ....... ........ ,....... ........ ....... ..„ _ .............. I- . , I. ... _ . - 1:: aka ' • - „. ..- I 1 ---- . - 1 ,,,,-,---.- ' I, • . I . • t • !ter.11 . f-• I AIM AD.'A tL". . 3 • I . • - It 10,,]; , rot,I,,, COST P 4 OS l'7.*--:4:' :7-,, .0.1. i - ,,r7 ,, i . . -- 4 1 I I -'1 1 -.. .1 1 : 1)ser 1 impot*Is 1 ......._ .".',..- --7,-:: 1 :•.. ' WORLDMARKET ' ... ,,, ... ---- anna _...... ._ _1 I. . . v • . . ... .- ............,zor-....j tn. -E; 3 • 1,1111 .11 f 0<III, r"".`a.". 1 , ..'"*""'. ........... ................ ,......... ,.-, L _ -Li • _-__I - L I- z . . . . . - .....p.-.... L.H._ mr ,........ --- • 0 ,... —LL__._•_...... • . ..._ _ ..,... .., ., . , ... ... .. : • . . . ..,_ „_ : . ...,... .. L . 1,. ,-,... . , _ _ ,- ,. , - • , .-_,.., . . _ . ., . . , ,.. . D „or . _ . A.A... _ _.... . ..... . ....„ . ... .., >: L .. . .. ..... .. . ., .. ... .. .. . .._ . ., . ... .. . , ... . _ ,.... _,. _ . .. ....., , . . . , . _..... . .. ....„,,, .,. .. ..„ ._ _ : .... ......,... , .. , ....... ,.. ....„ .... . f._.A.A . DES1NATIONL IX • t' _ ... 4 .. .. - ; . - - ' , ,. ,....., .„..., ' „ •- ' _ , • .;'* Y -- . . c4 ,.- I 4 5' I 1 ii......._ Larri .,- , A ntiodles . ,., . .. . . -• ,,, ..,... :. - - , .. . . . . . BUILDING C .....„ .. ..,. ...... .. . J..) y �fl)-c/G -00/ S— iiVED Page 1 of 11 / UlS-zi LV‘e-S4 S 2- ilECE 10815 RANCHO BERNARDO RD.,STE.260,SAN DIEGO,CA 92127 _ " .. ° Mg2 6206 PROJECTMANAGER@SULLAWAYENG.COM PHONE: 1-858-312-5150 FAX: 1-858-777-3534ENGINEERINGC�T���, ����r � PROJECT: PIER 1 IMPORTS, 10J40 IaI 0-KIGTON SQUARE RD, BEAVERTON, OR DATE: 5-6-16 ' PROJECT#: 11226 ENGINEER: MTY CLIENT: IMAGEONE PAGES: 32'-O" v 1 ELEVATION --A, 3/8" alilir- __ iv _ \ /2"DIA. S.S.THRU-BOLTS 14-1-+ ,i - WITH 2"x2"x36"ANGLE /31 TYP.CHANN.-CHANN. CONN. 5" 1 BACKER @ 32"O.C. / [ t. i) Y8 \ 1 y8 " TYP.ANG.-CHANN.CONN. E ! ,,i 'op' 0 *te. . INE / toe i r 844701E L '+‘' E 30 '` /2"DIA. S.S.THRU-BOLTS �"C F rSO''k"' 1 r- WITH 2"x2'"x%&'ANGLE GENERAL NOTES 6` / BACKER @ 32"O.C. 1. DESIGN CODE:2014 •SSC/IBC 2012 Date Signed: 2. DESIGN LOADS:ASCE 7-10 05-10-2016 � 3. WIND VELOCITY 125 MPH EXPOSURE C I 4. ALUMINUM EXTRUSION 6061-16 i 5. PROVIDE PROTECTION AGAINST DISSIMILAR METALS 6. STAINLESS STEEL BOLTS ASTM F593 2 SECTION Page 2 of 11 Y Z x Channel (perlm' r . ..� L 2" 2"X118"Alum � �� �� /8lL 2X2Am Angle & „ \ --‘,,,.-.',,,,-.t,,.'.':,,. , ..,,-„,,.,', ,'"',--,':...,,.,... =ms ��,. Envelope Only Solution SULLAWAY Engineering SK- 1 MTY May 10, 2016 at 1:58 PM 11226.r3d Page3of11 Y •K, z x 26.26psf 4 : a 4 k N� iay it Z!** * ``fi ��KtK..',•,....' O♦ V I ' • 1111 KKKw K�K� KK::::::;:::::::+4:::• 1 r �1 .\4 Loads:BLC 5,WL2 Envelope Only Solution SULLAWAY Engineering SK-4 MTY May 6, 2016 at 10:59 AM 11226.r3d Page 4 of 11 Y Z x -2psf %4.F Llktk ♦►.w...., i+ r '4t ��M 0,34k ;I..'' 7"N .4"" :.::i:13 ikA:I3 i...*:iiii+4'.'qiiit S::.1;74141.4 At:.;++:4 I Iti 0 II gall to.:$;„(4*4::444:4:::;::$1§ti: ' , I ' /*****I..k.,.44.1'41 iiito r r v: Loads:BLC 1,DL Envelope Only Solution SULLAWAY Engineering SK-2 MTY May 6, 2016 at 10:58 AM 11226.r3d Page 5 of 11 Y /� Z x -3183Psf '4 1104: 1004. •.*.•\ .,...4•4. •• ; • 411;;Riaikiit:Akti:;.4.N, litilk‘,„ , Si 4. gill .4•44:44:4:**;:tit,4,tt;:lIttlitkillii:41,:. i►' l#CRs , • Loads: BLC 2,WL 1 Envelope Only Solution SULLAWAY Engineering SK- 3 MTYMay 6, 2016 at 10:59 AM 11226.r3d I Page 6 of 11 10815 Rancho Bemardo RD.,SD,CA 92127 6 projectmanager@sullawayeng.com RPhone:858-312-5150 Fax 858-777-3534 ENGINEEPROJECT: PIER 1 IMPORTS, 10154 SOUTHWEST WASHINGTON SQUARE DATE: 5/6/2016 PROJ. NO.: 11226 ENGINEER: MTY CLIENT: Imageone building code; IBC 2012 units;pounds,feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 Pnet=X Kzt I pnet30 (ASCE 30.5-1) X= 1.21 (ASCE Fig. 28.6-1) Kzt= 1.0 (unless unusual landscape) 1= 1 for structural category II V= 125 mph Exposure= c Area= 144.0 ft` max. height= 14.5 max pnet30= 21.70 psf Pnet= 26.26 min pnet30= -26.31 psf Pnet= -31.83 Check Conn.-1/2"Thru-Bolts: Tu= 370 # (PER RISA) Tc= 6625 # Vu= 92 # (PER RISA) Vc= 3528 # T/Tc+VNc= 0.0819 < 1 ok Page 7 of 11 Company : SULLAWAY Engineering May 6,2016 litRISA Designer : MTY 11:11 AM Job Number Checked By: TFae * Ora IE & ModelName . (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 37 Include Shear Deformation? Yes Increase Nailing;-Capacity for Wind?: Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in^2) 144 Merge Tolerance(in) _12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? " Yes Automatically Iterate Stiffness for Walls? No Max Iterations for:Wall Stiffness 3 Gravity Acceleration (ft/secA2) 32.2 Wall Mesh Size(in) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): LRFD Adjust Stiffness? -Yes(Iterative)', RISAConnection Code AISC 14th(360-10): LRFD Cold Formed Steel Code AISI NAS-01: LRFD Wood Code AF&PA NDS-05/08:ASD Wood Temperature < 100F Concrete Code ACI 318-05 Masonry Code> ACI 530-05:ASD , Aluminum Code AA ADM1-10: LRFD-Building Number of Shear Regions 4 Region'Spacing Increment(in) 4 Biaxial Column Method Exact Integration ParmeBeta Factor(PCA) fi5 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min%Steel for Column 1 Max%Steel for Column 8 RISA-3D Version 14.0.0 [E:\Projects\11200-11299\11226\11226 Client Email & Drawings\11226.r3d] Page 1 , Page 8 of 11 Company : SULLAWAY Engineering May 6,2016 iNRISADesigner MTY 11:11 AM Job Number Checked By: s-€ c w m p t o e t g * Model Name . (Global) Model Settings, Continued Seismic Code ASCE 7-10 Seismic Base Elevation(ft) : Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X(sec) z Not Entered T Z(sec) Not Entered R Z 8.5 Ct Exp. Z .75 SD1 1 SDS 1 1 1 TL(sec) Not Entered Risk Cat lord Om Z 1 OmX 1 Rho Z 1 Rho X 1 Member Area Loads (BLC 1 :DL) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 1 N2 N1 N3 N4 Y Two Way -2 Member Area Loads (BLC 2 : WL 1) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[psf] 1 N2 N1 N3 N4 Z Two Way -31.83 Member Area Loads (BLC 5 : WL2) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[osf] 1 N2 N1 N3 N4 Z Two Way 26.26 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 DL DL -1 1 2 V 'L1 WL ` 1" e 3 LL LL 4 SL SL 5 WL2 WL 1 6 BLC 1 Transient Area.. None200 7 BLC 2 Transient Area.. None 200 8 BLC 5 Transient Area.. None 200 Load Combinations Description So...P... S... BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac... 1 1.4 DL Yes Y 1 1.4 2 1.201.+1 o.WL...Yes Y 1 1.2 `21 4 .5 . - 3 0.9DL+1.0WL1 Yes Y 1 .9 2 1 4 1.2DL+1.OWL1...Yes' Y 1 1.2 2 -1 3 5 1.2DL+1.6LL+.5..Yes Y 1 1.2 3 1.6 2 .5 6 1.2DL+1=6SL+..Yes Y 1 1.2 4 1.6 2 .5 RISA-3D Version 14.0.0 [E:\Projects\11200-11299\11226\11226 Client Email & Drawings\11226.r3d] Page 2 • Page 9 of 11 Company : SULLAWAY Engineering May 6,2016 Designer : MTY 11:11 AM Job Number Checked By: ' 7rFiti .400taatc ModelName . Load Combinations (Continued) Description So...P... S... BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac... 7 1.2DL+1.0WL2... Yes Y 1 1.2 5 1 3 .5 Y g 0.9DL+1.0WL2 Yes Y 1 .9 5 1 Envelope Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[k-ft] LC MY[k-ft] LC MZ[k-ft] LC 1 N41 max .006 4 .092 4 .365 3 0 1 0 1 0 1 2 min -.007 2 -.044 3 -.365 , 4 0" 1 0 1 = 0 1 3 N50 max .004 3 .086 4 .32 1 0 1 0 1 4 min -.004'" 4 -.039 �3, -.35565 4' 19,) 0 1 . 0 1 . 0 ., 1 5 N47 max .004 4 .084 4 .347 3 0 1 0 1 0 1 -.002 3 -.037 3 -.348 4 0 1.," 0 1 0i: , 1 7 N40 max .006 3 .08 4 .338 3 0 1 0 1 0 1 8 - min -.007 4 „ -.035 3 .-.33 �4i. 0 1 0 1 0 : ' 1 9 N33 max .093 3 .059 2 .311 3 0 1 0 1 0 1 10 min.; -.102 4 '-.01.,. " 9 -.314-'2'4: 0 '! 0 1 0 11 N55 max .103 4 .058 2 .334 3 0 1 0 1 0 1 12 pin. -.091 3 -:009 9 -.337_ ' 4 0,--"r 1 4, 1 0. . , 1 13 N34 max .012 4 .057 4 .32 3 0 1 0 1 0 1 14 , :rrtin' -.003 "3 , -.002 3 -.321 4" 0 1 0 1 " 0 1 15 N42 max .076 4 .057 2 .369 2 0 1 0 1 0 1 16 m[n -.076 3 -.004 9 -.37 4, 0 1 0 1 0 1 17 N48 max .07 3 .054 2 .351 2 0 1 0 1 0 1 min -.072 4 x.002 9 -.352 4 0 1 0 1 0 t 19 N56 max .0033 .053 4 .333 3 0 1 0 1 0 1 20 . in -.0.17' 4 .001 ,3- -.334 4 0 1 0 1 0 fi s 21 N49 max .062 2 .052 2 .359 3 0 1 0 1 0 1 22 min -.061 4 0 9 -.358' ". 0 1 . 0 1 0 23 N39 max .057 4 .049 2 .344 3 0 1 0 1 0 1 24, min -.056 3 " 0 '9 -."343 : 4 0 1.' 0 1 0 1 25 N35 max .011 4 .043 2 .04 2 0 1 0 1 0 1 26min,' -.015 2 .011 9 -.036 ` 4 0 " 1 0 1 0 1 27 N53 max .016 2 .042 2 .023 2 0 1 0 1 0 1 28 min -.008 4 .012 9 -.02 4 0 1 0 1 0 1 29 N46 max .008 3 .041 2 .024 3 0 1 0 1 0 1 30 min -.009 , 4 .008 9 =.025 . 4 0 1 0 1 0 1 31 N44 max .008 4 .04 2 .031 3 0 1 0 1 0 1 32 .min! -.009!:2 " .009 ..9 -,031 4= 0 1 ' 0 1 0 u1 33 N37 max .014 4 .039 2 .054 3 0 1 0 1 0 1 34 mrtln -.013 3, .011' ' 9 rt.053 4 0 1 0 1.- 0 ., 1 35 N51 max .013 2 .038 2 .057 3 0 1 0 1 0 1 36 Min -.012', 4 ;;.013 9 -.457 4.. ' " 0 1 0 1 0 37 N54 max .036 3 .036 2 .019 2 0 1 0 1 01 38 min -.042 4 .017 9 x.017 . �? 01 1 0 1 0 _ 39 N36 max .041 4 .036 2 .034 2 0 1 0 1 0 1 40. . min -.039 .3 .017 9 -.033 4 0 e ` 1 0 1 0 1 . 41 N45 max .048 4 .035 2 .026 2 0 1 0 1 0 1 42 - -.046 3 .013 9 -.027 4 . 0 1 0 1 0 .. 1 43 N43max .052 2 .033 2 .032 2 0 1 0 1 0 1 . 44: .min .-.051 `4 .015 9 . -.032 4 -0 1 0 1 0 1 45 N38 max .038 3 .033 2 .054 2 0 1 0 1 0 1 46" min; -.039 4 .016 9 -.054 4 0 1 0 1 0 1, 47 N52 max .042 4 .032 1 .064 2 0 1 0 1 0 1 48 . min:: -.044 2 .018_ 9 -.063 4 , 0 1 0 1 0 1 49 Totals: max 0 4 .771 1 4.584 2 RISA-3D Version 14.0.0 [E:\Projects\11200-11299\11226\11226 Client Email & Drawings\11226.r3d] Page 3 Page 10 of 11 Company : SULLAWAY Engineering May 6,2016 Designer : MTY 11:11 AM Job Number : Checked By: rEeolketogcg Model Name . Envelope Joint Reactions(Continued) Joint X fkl LC Y fkl LC Z fkl LC MX fk-ftl LC MY fk-ftl LC MZ fk-ftl LC 50 rrtln 0 3, .495 9 -4.584 4! I :' Aluminum Properties Label E[ksi] G[ksi] Nu Therm(...Densitv[...Table B.4 kt Ftu[ksi] Fty[ksi] Fcy[ksi] Fsu[ksi] Ct 1 3003-H14 10100 3787.5, .33 1.3 .173 Table B.... 1 19 16 13 _ 12 141 2 6061-T6 10100 3787.5 .33 1.3 .173 Table B.... 1 38 35 35 24 141 3 6063-15 10100 3787.5 .33 1.3 .173 Table B.... 1 22 16 16 13 141 4 6063-T6 10100 3787.5 .33 1.3 .173 Table B.,., 1 30 25 25 ,; '1:9 141 5 5052-H34 10200 3787.5 .33 1.3 .173 Table B.... 1 34 26 24 20 141 6 6061-T6tW 10100 3787.5 .83 1.3 .173 Table IB.... 1 24 15 15 15 141 Aluminum Section Sets Label Shape Type Design List Material Design Rul... A[in2] lyy[in4] lzz[in4] J[in4] 1 channel USC3X1.73 Beam Rectangula...6061-T6 W Typical 1.47 .21 1.85 .031 2 L2x2x.125 f_2 2X0.125 Beam Rectangula...6061-€6 W Typical ,491' .185 , .'.185 .002 Envelope AA ADM1-10: LRFD- Building Aluminum Code Checks Member Shape Code C...Loc[ft] LC Shear... Loc[ft] Dir LCphi*Pnc..phi*Pntlk,phi*Mn... hi*Mn...phi*Vny... hi*Vnz...Cb Eqn 1 M36A USC3X1.... .680 9.319 4 .490 9.319 z 2 1.076 19.845 .29 I .389 6.269 16.625 3....H.1-1 2 M6 USC3X1... .679 9.185 4 .628 10.37.z 2 .977 19,845. .29 .421 6.269 6625... .1-1 3 _ M35 USC3x1.... .621 10.267 2 .193 9.411 z 4 1.055 19.845 .29 .277 6.269 6.625 2....H.1-1 4 , M32A USC3X1 ... .584 0 2 .196 .856 z 4 1.055 19.845. .29 .354 6.269 !:6.625 2.,.,11.1-1 5 M1 USC3X1.... .519 1.481 4 .615 0 z 2 .977 19.845 .29 .42 6.269 6.625 3....H.1-1 6 M35A „USC3X1.... .513 .847, 4 .486 .565 z, 2 1.076 19.845 .29 .404 .i 6,269 6.625;3•-•H•I:1. 7 M2 USC3X1.... .158 0 2 .328 .5 z 3 5.492 19.845 .29 .696 6.269 ,6.625 1....H.1-1 8 M4 USC3X1 ... .156 4.5 2 .318 4 z 3 . 5.492 °19.845 .29 .711 X6.269 6.625 1 ..x..1.1 9 M14 L2X2X0.1... .074 0 2 .736 2.542 z 2 .365 6.629 -Code... 2.025 2.025 H.3-1 10 M28A L2X2X0.1... .067 7.7 , 4. .281 2.567 z 4 .358 6.629 Code... 2.025 !2.025 H.3-1 11 M15A L2X2X0.1... .050 0 3 .748 7.625 z 2 .365 6.629 -Code... 2.025 2.025 H.3-1 12 _ M$1` L2X2X0.1... .049 7.7 4 .282 ' 7.7 z 4 .358 , 6.629 -Code•.. -'2.025 2.025..e H.3-1 13 M38 _L2X2X0.1... .019 2.542 2 .747 2.542 z 2 1.461 6.629 :Code... 2.025 2.025 H.3-1 14 M16A L2X2X0.1... .017 0 2 .480 2.542 z 2 1.461 ' 6,629 -Code... 2.025 2.025 15 M18 L2X2X0.1... .014 3.3 4 .021 3.025 z 2 3.037 6.629 -Code... 2.025 2.025 H.3-1 16 M27 L2X2X0.1... .014 0 2 .034 3.3 z '2 , 3.037 6.629 -Code... 2.025 2.025 , ,H.3-l' 17 M21 L2X2X0.1... .013 0 4 .021 0 z 2 3.037 6.629 -Code... 2.025 2.025 H.3-1 18 M24 L2X2X0.1... .013 3.3 ' 2 .034 0 z% 2 3.037 6.629 -Code... 2.025 2.025! H.3-1 19 M13A L2X2X0.1... .013 0 3 .479 2.542 v 2 1.461 6.629 -Code... 2.025 2.025 H.3-1 20 M37 L2X2X0.1... .009 2.542 2 .740 2.542 y' 2 1.461 6.629 -Code... 2,025 2.025 113.1 21 M25 L2X2X0.1... .008 .6 4 .042 .6 z 3 3.974 6.629 -Code... 2.025 2.025 H.3-1 22 M26 L2X2XO.1... .007 0 4 .043 0 z! 3 3.974 6.629 -Code... 2,025 2.025 H.3-1 23 M15 L2X2X0.1.,. .006 0 2 .662 0 v 3 1.864 6.629 -Code... 2.025 2.025 H.3-1 24 M22 L2X2XO.1,r. .006 0 3 .140'' '.6 z 3 3.974 .6.629 -Code“.- 2.025 !2.0255. , H3w1 25 M16 L2X2X0.1... .000 0 1 .681 4 v,- 3 1.864 6.629 -Code... 2.025 2.025 26 M17 L2X2X0.l... .000. 0 1 .137 0 z 3 3.974 6.629 -Code... 2.025.''2.025 27 M19 L2X2X0.1... .000 0 1 .196 .167 y 2 3.974 6.629 -Code... 2.025 2.025 28 M20 n L2X2X0.1... .000 0 1 .198 0 y 2 3.974 6,629 -Code... 2.025 2.025 29 M23 L2X2X0.1... .000 0 1 .105 0 v 2 3.974 6.629 -Code... 2.025 2.025 30 M28 L2X2X0.1... .000, 0 1 .107 .033 y 2 3.974 6.629 -Code.,. ? 2.025 .,2.025 • RISA-3D Version 14.0.0 [E:\Projects\11200-11299\11226\11226 Client Email & Drawings\11226.r3d] Page 4 Page 11 of 11 • Company : SULLAWAY Engineering May 6,2016 Designer : MTY 10:58 AM Job Number : Checked By: f E.s * e i s s r e s Model Name . Fy allow 24 ksi ten6ion, 15 ksi compr sslory - k Envelope Member Section Stresses Member Sec Axial[...LCy She...LC z She...LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksi] LC 1 M14 1 max .055 2 .19 4 .299 2 3.247 4 3.402 2 3.044 3 3.432 4 2 min -.055 4 -.162 3 -.296 4 -3.402 2 -3.247 4 -3.234 4 -3.232 3 3 2 max .055 2 .127 4 .412 2 11.951 4 12.317 2 6.518 3 7.256 4 4 " min -.055 4 -.073 3 -.411 4 -12.317 2 -11.951 4 -6.836 4 -6.919 °3 5 3 max .013 2 .34 2 .166 3 15.123 4 15.502 2 4.82 3 5.453 4 6 min -.013. 4 -.276 4 -.167 4 -15.502 2 -15.123 4 -5.137 4 -5.116 3 7 4 max .05 2 .286 3 .539 4 5.119 3 5.341 4 11.748 4 12.932 2 8' min .049 4 -.338 4 -.541 2 -5.341 ,4 -5.119 3 -12.183 2 -12.471 4 9 5 max .05 2 .345 3 .41 4 16.843 3 16.931 4 5.199 4 5.836 2 10 min -.049 4 -.374 4 -.412 2 -16.931 4 .1613 3 -5.498 2 -5:519 _ '4%, 11 M16A 1 max .05 2 .37 4 .408 2 16.739 3 16.828 4 5.178 4 5.811 2 12 min -.049 4 -.34 3 -.406 4 -16.828 '4 -16.739 3 -5.474 2 -5.496 4 n 13 2 max .05 2 .353 4 .238 2 9.649 2 9.568 4 5.651 4 5.819 3 14 min_-.049 4 -.353 3 -.236 4 -9.568 4 -9.649 2 -5.482 3 -5.998 4 15 3 max .05 2 .335 4 .537 2 5.157 3 5.377 4 11.657 4_ 12.83 2 16 min -.049 4,-.284 3 -.536 4 `5.377 4 -5.157 3 -12.087 2 -12.374 4 17 4 max .008 2 .304 4 .186 2 10.202 4 10.219 3 8.053 2 8.243 4 18 min -.008 4 -.307 2 -,184 4 -10.219 3 -10.202 4 -7.766 4 -8.548 '.. 2 19 5 max .008 2 .277 4 .114 4 13.307 4 13.67 2 1.245 3 1.7 4 20 min -.008 4 -.334.2 -.112 3 -13.67 2 -13.307 4 -1.602' 4 -1.322 3 21 M28A 1 max .049 4 .347 4 .35 2 16.363 3 16.387 4 4.95 4 5.576 2 22 min -.049 3 -.322 3 -.348 4 -16.387 4 -16.363 3 -5.253 2 -5.254 4 23 2 max .049 4 .304 4 .521 2 5.418 3 5.538 4 11.271 4 12.426 2 24 min -.049 3 -.251 3 -.52 4 -5.538 4 -5.418 3 -11.707 2 -11.964 4 25 3 max .006 4 .242 4 .189 4 11.554 4 11.715 2 .644 3 1.161 4 26 min -.006 2 -.305.2 -.189 3 -11.715 2 .11.554 4 -1.094 4,` -.683 3 27 4 max .049 4 .25 3 .52 4 5.413 3 5.533 4 11.278 4 12.434 2 28 min -.049"3.-.304:4 .521 2 -5.533 4 -5.413 3 -11.714 2 -11,972 4 29 5 max .049 4 .323 3 .349 4 16.382 3 16.406 4 4.953 4 5.579 2 30 Min -.049 3 -.348 4.`-.35 2 -16.406 4 -16.382 . .3 -5.256 2 -5.257 4 31 M15A 1 max .037 3 .329 4 .385 2 15.704 3_ 15.807 4 5.829 4 6.5 2 32 .min -.038 4,-.299 3 -.383 4 -15.807 4 -15.704 3_ -6.124 2 -6.187 4 33 2 max .037 3 .356 4 .552 2 5.495 3 5.728 4 11.571 4 12.738 2 34 min -.038 4 -.304 ;3 -.55 4 -5.728 4 -5.495 3 -12 2 -12.282 4 35 3 max .018 3 .294 4 .156 4 15.365 4 15.734 2 4.696 3 5.335 4 36 min -.018 4 -.358 2 -.155 3 -15.734 2 -15.365 4 -5.026 4 -4.984 3 37 4 max .029 2 .101 3 .427 4 11.316 4 11.649 2 6.894 3 7.649 4 .38 min -.026 4 -.154-'4 -.428 2 -11.649 2 -11.316 4 -7.206 4 -7.318 3 39 5 max .029 2 .1 3 .259 4 4.39 4 4.529 2 1.763 3 2.103 4 40min -.026 4 :-.129 4 -262 2 -4.529 2 -4.39 4 -t981 4_.-1.871 _3 41 M13A 1 max .038 3 .379 4 .295 3 15.586 3 15.69 4 6.09 2 6.152 4 42 ` min -.038 4 -.381 2 -.325_4 -15.69 '4 -15.586 3 -5.796 4 -6.464 2 ; 43 2 max .038 3 .209 4 .308 3, 9.238 .2 9.168 4 5.695 3 6.228 . 4 44 min -.038 4 -.211 2 -.308 4 -9.168 4-_ -9.238 2_ -5.867 4 -6.045 3' 45 3 max .038 3 .548 4 .305 3 5.489 „3 5.716 4 11.897 2 12.178 4 46 min-.038 4 -.55 2 -.356 4 -5.716 4 -5.489 3 -11.473 4 -12.628 '" 2 47 4 max .013 3 .197 4 .328 2 10.246 4 10.263 3 7.819 4 8.606 2 48 min -.013 4 -.198 2 -.325 4 -10.263 3 -10.246 4 -8.108 2 -8.299 4 49 5 max .013 3 .099 3 .355 2 13.703 4 14.062 2 1.461 4 1.178 3 50 Min -.013 4 -.101 4 -.299 4 -14.062 2 -13.703 4 -1,11 3 -1.551 4 51 M37 1 max .018 3 .298 4 .085 4 15.368 4 15.732 2 5.061 4 5.012 3 52 min -.018 4 -.2982 -.15 2 -15.732 2. -15.368 4 -4.722 3 -5.372_ ' 4 53 2 max .018 3 .071 3 .117 4 15.497 4 15.535 3 9.855 4 10.804 2 54 min -.018 4 -.071 4 -.118.3 -15.535 3 -15.497 4 -10.178 2 -10.461 4 55 3 max .027 2 .439 3 .149 4 11.498 4 11.844 2 7.147 4 7.237 3 56 min -.024 4 -.439 4 -.094 3 -11.844 2_ -11.498 4 -6:817 3 -7.586 4 . ' 3 RISA-3D Version 14.0.0 [E:\Projects\11200-11299\11226\11226 Client Email &Drawings\11226.r3d] Page 1