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Plans ., • RECEIVE r zo • B F.....1 T ^ RUCTURAL ENGINEERS CITY OF TIGARD 224 NW 13 Ave., Suite 325 Portland, OR 97209 BUILDING DIVISION Tel 503.243.6682 Fax 503.243.6622 www.abht- structural.com April 20, 2006 Mr. Jason Winslow ESA SIGN AND AWNING 1210 Oakpatch Road Eugene, Oregon 97402 RE: Sharper Image Awnings Dear Jason: Please see the attached calculation sheets 1 through 6 dated April 20, 2006, which verify the adequacy of the Sharper Image fabric awnings to be located at 9585 SW Washington Square Drive, Tigard, OR and as shown on the attached details #1 and #2 dated April 20, 2006. Please call if you have any questions or require further information. Sincerely, Randall S. Toma, P.E., S.E. Principal [k:\ projects \2006 \19906 \calcletter.doc] s o; t, a 6 5 , , FPl r .��.' ,.� .,K•,OCr t, 3 1" oREv 0 G' q "V Yi7 I R 06-30- 06 I I t it OFFICE COPY 1 EXIST'G 6" METAL STUDS T� i NOTES: EXIST'G SHEATHING AT 16" o.c. TO HAVE BEEN 1 I;? w/ STUCCO COVERING DESIGNED BY OTHERS TO 1. AWNING MANUFACTURER TO VERIFY ALL SUPPORT AWNING , AWNING DIMENSIONS. • WOOD BLK'G w/ AWNING i! ATTACHMENT AT 32" o.c. 2. CONTRACTOR TO VERIFY ALL FIELD AT TOP & BOT. AS CONDITIONS AND NOTIFY ENGINEER IF c° DISCREPANCIES EXIST. '. SHOWN I; .. REF. DETAIL #2 kEi 3. ALL ALUMINUM MEMBERS TO BE GRADE . 6061 -T6. rh 4. ALL ALUMINUM WELDS TO UTILIZE 5556 - ALUMINUM FILLER ALLOY. 4 5. WELD ALL ADJOINING ALUMINUM MEMBERS F` TOGETHER w/ FILLER, FLARE BEVEL, OR BUTT WELDS ALL AROUND. 6. ALL SCREWS TO BE HILTI KWIK FLEX OR SCREWS w/ ANTI CORROSION COATING. © TYP. AT TOP& BOT. o I !' imi EXIST'G BOX BEAM � HEADER BY OTHERS 1 4 '_ 0 " / ,n ,t AWNING FRAMES AT 30" ON CENTER (E) STOREFRONT ' MAX. ALL MEMBERS TO BE HSS 2x2x1/8" GLAZING BELOW 1 UNLESS NOTED OTHERWISE. .rt BHT STR ucTUa�� aau SHARPER IMAGE AWNING ES &A PROJECT #: 19906 DETAIL #: �a FRAME SECTION 224 NW1 3TN A , OR97 09325 SIGN & AWNING REV. 1 Tel 503.243.6682 Fax 503.243.6622 9585 SW WASHINGTION SQ. DRIVE 1210 OAK PATCH RD. www.abht - structural. corn TIGARD, OREGON EUGENE, OREGON 97402 SCALE: 1/2 " =1'-0" DATE: 4.20.06 (E)SHEATHING w/ HSS 2x2 AWNING STUCCO COVERING FRAME i -- (E)6" METAL STUDS j AT 16" o.c. (2)1/4 "0 SCREWS OR LAGS r I (w/ MIN. 2" PENETRATION INTO WOOD) AT 32" o.c. ch� 4x6 DFL #2 WOOD 1 BLK'G AT 32" o.c. OR EVERY OTHER STUD BAY ATTACHED �I TO STUDS w/ (4)#10 BY 2 1/2" LONG I"I SCREWS ON EA. END 1 WOOD BLK'G TO BE NOTCHED AROUND STUD FLANGE AS REQ'D, TYP. 1 1 l . 4- CONNECTION DETAIL A B H T SHARPER IMAGE AWNING ES &A PROJECT #: 19906 DETAIL #: STRUCTURAL !NW 224 NW 13TH AVE. SUITE 325 SIGN & AWNING 2 PORTLAND, OR 97209 REV. Tel 503.243.6682 Fax 503.243.6622 9585 SW WASHINGTION SQ. DRIVE 1210 OAK PATCH RD. www.abht- structural.com TIGARD, OREGON EUGENE, OREGON 97402 SCALE 1 " =1' -0" DATE: 4.20.06 il Pfgect 1~4 I uJA Job No. • Client � Location l ��� I�� n B H T Designed by Date 4/140/06 Page i °f co STRUCTURAL ENGINEERS VI -- Sheet description V *ldwU Uzt1* -&P' P i VOA 4 #iW499ii11• a4'+j : `l.9• rte- 1Yppi v-t4 - Wpc71 ' tt. . 1 0-DA• k(° t?)• 2o. ft l +. A ) r•►c) l.ovo v►l cion -�► • d • • 1 6 , • o•t-;: ciAtika ao.(7b) divt Acyet IQ •V 0** t4 (h w QSioit.. t .t9 Sa►.t1 rtaoctaii A Y 7 f wan oft ( ,)I O utrt,rt (W ri , P tt:;)"&freava 0,4 ett v,-o• . nt otru * oo -& arArrt • o en- aloA4YtC')• 0,C'TbC Lit -4,0' -•t►l ett) -t11 v-Itt 1D -ttdp O -240 a 1 f Project Job No. • Client - Location ^ B H T Designed by Date _ Page 2 of G STRUCTURAL ENGINEERS Sheet description Geikii.1 FtCO.) - CD 1 .x01,4. Ur( O.c.) Vokl C V • 2P54 4 VAAt o 0fbera ). '.010e ,Q- °`62) /Os{(I.(Gxl07)• 0.(,1 r.111 Gz �Jo7M1 Arf sc Qw.Itt It2"14.► atlisa.ko cD rrv u L enpwK t oigs) cirf- ?tr• -1>�- 6S 0004401 v7/POS • 111 tt roc' b€7 W¢ sc(ZeZW w( d t i �• If7 t.l 2di� 2 �I.S�+ 2c 1(4 5) t V4.4 t fk1 o.c.. - fir 4 cm5 . tvl a 0.(.4 eAl - at.LOS • . 3�(v • Company : ABHT Structural Engineers April 21, 2006 • Designer : Randall S. Toma 8:33 AM . • Job Number : Checked By: Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) ksi) Ratio (per 10 4 5 F) (k/ft^3) (ksi) ALUMINUM 1 10100 11154 1 • .3 .65 .49 I 35 Sections Section Database Material Area • SA SA 1(90,270) I (0,180) Label Shape Label (in)^2 (0,180) (90,270) (in^4) (in 1 '4) SEC1 HSS2X2X2 ALUMINUM .841 1.2 1.2 .487 .4 SEC2 ALUMINUM 1 1.2 1.2 1 1 SEC3 ALUMINUM L I 1.2 , 1.2 . 1 1 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) (ft) (F) N1 0 0 0 N2 0 1 0 N3 6.5 0 N4 0 8 0 N5 4 0 _ 0 N6 4 1 0 Boundary Conditions Joint Label X Translation Y Translation Rotation (k /in) (k/in) (k-ft/rad) N1 Reaction Reaction N3 Reaction Reaction ! Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length (degrees) Set TOM AVM AVM (in) (in) (ft) M1 N1 N4 SEC1 ALUMIN... Y 8 M2 N5 N6 • SEC1 ALUMIN... Y 1 M3 N1 N5 SEC1 ALUMIN... Y 4 M4 N4 N6 SEC1 ALUMIN... Y PIN 8.062 M5 N2 N6 SEC1 • ALUMIN... Y PIN PIN 4 Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Joint Point Direct Dist. 1 snow None 1 _ 2 wind uplift None 1 3 wind None 2 Member Direct Distributed Loads, Category : None, BLC 1 : snow Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) _ 1 M4 - 1 Y (- -.008 -.008 0 I 0 • Member Direct Distributed Loads, Category : None, BLC 2 : wind uplift Member Label Direction Start Magnitude End Magnitude Start Location End Location k / ft F klft, F (ft or %) (ft or %) . M4 Y .011 .011 1 0 0 7 RISA-2D Basic Version 5.5 [K:1Projects120061199061frame design.r2d] Page 9 • • ♦ee& • Company : ABHT Structural Engineers April 21, 2006 Designer : Randall S. Toma • 8:33 AM Job Number : Checked By: Member Direct Distributed Loads, Category : None, BLC 3 : wind Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ t, F) (k/ftt) (ft or %) Aft or %L M4 X .019 .019 0 _ 0 M2 X .021 .021 0 0 Load Combinations Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor I 1 snow I Y I- I 1 1 2.5 1 2 uplift Y Y I 1 2 2.5 3 j wind y y 1 3 2.5 Reactions, By Combination LC Joint Label X Force Y Force Moment (k) (k) (k 1 N1 .05 . .026 0 1 N3 -.05 .135 0 1 Totals: 0 I .161 1 COG (ft): X: 2 1 Y: 4.008 2 N1 -.068 -.036 0 2 N3 .068 -.185 0 2 Totals: 0 -.222 2 COG (ft): X: 2.246 Y: 4.069 3 1 Ni f -.166 -.048 0 3 N3 ! -.269 I .048 0 3 Totals: -.435 0 3 COG (ft): NC NC Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation (in) (in) (radians) 1 N1 0 0 1.592e -4 1 N2 -.009 0 1.049e -3 1 N3 0 0 - 3.027e -3 1 N4 .07 0 -4.281e-3 1 N5 0 -.046 9.296e -7 1 N6 -.009 -.046 1.486e -3 2 N1 0 0 - 2.189e -4 2 N2 .012 0 - 1.443e -3 2 N3 0 0 4.163e -3 2 N4 -.096 0 5.887e -3 2 N5 0 .063 - 1.278e -6 2 N6 .012 .063 - 2.043e -3 3 N1 0 0 _ - 4.586e -3 3 N2 .056 0 - 3.107e -3 3 N3 0 0 - 8.163e -3 3 N4 .219 0 - 1.415e -2 3 N5 0 -.093 -3.002e-3 3 N6 .059 -.092 -7.868e-3 RISA -2D Basic Version 5.5 [K: 1Projects120061199061frame design.r2d] Page 10 . fi Company : ABHT Structural Engineers April 21, 2006 Designer : Randall S. Toma 8:33 AM Job Number : Checked By: Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (k) (k) (k -ft) 1 M1 1 0 -.048 . -.054 2 0 -.012 .005 3 0 1 -.012 .028 4 0 -.012 .051 5 .135 _ .038 0 1 M2 1 .026 -.002 -.052 2 .026 -.002 -.051 3 .026 - -.002 -.051 4 .026 -.002 -.05 5 .026 -.002 -.05 1 M3 1 .002 .026 .054 2 .002 .026 .028 3 .002 .026 .001 4 .002 .026 -.025 5 .002 .026 -.052 1 M4 1 -.136 .034 0 2 -.101 .014 -.048 _ 3 -.066 -.006 -.056 4 -.031 -.026 -.023 5 .004 -.046 .05 1 M5 1 .036 0 0 2 .036 0 0 3 .036 0 0 4 .036 0 0 5 .036 0 0 2 M1 1 0 .066 .075 2 0 .016 -.007 3 0 .016 -.039 4 0 .016 -.071 5 -.185 -.052 0 2 M2 1 -.036 .002 .071 2 -.036 .002 .07 3 -.036 .002 .07 4 -.036 .002 .069 5 -.036 .002 .068 2 M3 1 -.002 -.036 -.075 2 -.002 -.036 -.038 3 -.002 -.036 -.002 4 -.002 -.036 .035 5 -.002 -.036 .071 2 _ M4 1. .187 -.047 0 ' 2 .139 -.019 .066 3 .091 .008 .077 4 .042 .036 .032 5 -.006 .063 -.068 2 M5 1 -.05 0 0 2 -.05 0 0 3 -.05 0 0 4 -.05 0 0 5 -.05 0 0 3 M1 1 0 .318 .109 2 0 -.088 -.122 3 0 -.088 .053 4 0 -.088 .229 5 .048 .182 0 3 M2 1 -.048 -.152 .081 RISA -2D Basic Version 5.5 [K:IProjects12 0 0611 9 9 0 61frame design.r2d] Page 11 Company : ABHT Structural Engineers April 21, 2006 Designer : Randall S. Toma 8:33 AM . ' Job Number : Checked By: Member Section Forces, By Combination, (continued) LC Member Label Section Axial Shear Moment (k) (k) (k -ft) , 2 -.048 -.165 .121 - - 3 -.048 -.178 _ .164 4 -.048 -.191 .21 5 -.048 -.204 .26 3 M3 1 .152 -.048 -.109 2 .152 -.048 -.061 3 .152 -.048 -.014 4 .152 -.048 .034 5 .152 _ -.048 .081 3 M4 1 -.131 -.134 0 2 -.084 -.051 .186 3 -.036 .032 .205 4 .011 .115 .057 5 .059 .198 -.26 3 M5 1 -.406 0 0 2 -.406 0 _ 0 3 -.406 0 0 4 -.406 0 0 5 -.406 0 0 Member AISC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message (ft) (ft) 1 M1 .091 6.5 .009 0 H1 -1 1 M2 .057 0 - .000 0 H1 -2 1 M3 .058 0 J .005 0 H1 -2 1 M4 .072 3.359 .009 8.062 H2 -1 • 1 1 M5 .004 0 .000 0 H1 -1 2 M1 .077 6.5 .009 0 H2 -1 2 M2 .058 0 .000 0 H2 -1 2 M3 .060 0 .005 0 H2 -1 2 M4 .101 2.855 .009 8.062 _ H1 -3 2 M5 .002 0 .000 0 H2 -1 3 M1 .242 _ 6.5 .044 • 0 _ H1 -2 3 M2 .210 1 .028 1 H2 -1 3 M3 .093 0 .007 0 H1 -2 3 M4 .245 8.062 .027 8.062 H -3 3 M5 .017 0 .000 0 H2 -1 RISA -2D Basic Version 5.5 [K: 1Projects120061199061frame design.r2d] Page 12 • TYPICAL 4 -POINT AWNING DETAIL 1 "x1 "x.125" aluminum ALUMINUM square tube (fully welded) AWNING FRAME If Fabric stretched tight jl a \ from top of frame Z- Clips (1" & 3/4" available) Fabric flap sewn in with 11 gauge zinc plated steel \ cord that slides into , �, c aluminum C -Rail • s ( #8) 1/2 " self tapping tek screws Z -clips at top and bottom —_______. .,' N, .N.. , N of frame attached apprx. every — . ry 30 :. O.C. at top and N � Fabric . every 60 " at bottom N N 1 "x1 "x.125" aluminum —___� N. square tube framing 800 MA. FLUOR. LAMPS I Lag screws, toggle bolts or expansion bolts as required I into building —o ■ ,. N I CB °I ER la Ap pRO 1 401 E S & A SIGN AND AWNING 1210 OAK PATCH ROAD EUGENE, OREGON 97402 ii..beV - I I I ' ,----i 1140W4 L_ ) . _...... C:3 ..._ • ..,, _...------ e „ . .. C • ,... , - -,„, _J • _ .. ....._ 1 T ---. ---- 1 - r - -- r 1 --- _ ..' ........... _II . i 1111111111: 11111111111 IIM a i , 1 H 1 , r i 1 l 1 EN= E--I ,d,,1701 -- ) - 2iliruA • . WIG , yiii.$)m. Pv.i\I . id-Fg • • .. • • 1.1"1 li t hen COMING SOCN i abercrombie 4 • • s n _h yj ,, R • 1:4 '11..1 9alr:g '.." Square Panel Op(Ions SHARPER SHARPER IMAGE IMAGE - ?I'u MD. LETTER BALKLITE SI GN _jst*14 - 1 l� i ` I _J i - • SHARPER i I I j I IMAGE I Abercrombie & Fitch • ... Si � ' I ! I l i I . , � I 1EIP]aL1 � � � I �;II 1 i I t Itilli_i LOUVERED WINDOW 6A.CKLIT - EFTS F111151 — AtF AWNING RECESSED STOCK t EFS FIN151-1 — L 6.15E EGRESS DOOR y o si Partial West Elevstian • . A *F #972 -134 NA51- IINGTON SQUARE MALL PROPOSED EXTERIOR ELEVATION 5 A a IN • r -C II/3/2005 1- ,.___ _ _ -i r --tom --I a; dm 1* r r^ t re ( ;ir - o .- ve. F,1•-.fir . • L Cut Out .125 NunAwan letters. Letters And Face Of Graphic c ry C L Underscore / Raceway To Be On n C The Sane Plane. Part Gloss Blade Raceway Fabricated NunNun. Part Gloss Black (see detail below) • Top Of Raceway To Have Sealed lo' lo' . End View White LEXMl6 Top To Give 'Halo' 8•'3' 1 — Illumination Onto Building Fasda. 24'11 IND. LETTER BACKLITE SIGN • I• 11. . --- ' ' :.. . •. . . ' .. . i ‘14)3411,11 i I i I ° •� literriTarii 1. Abercrombi • - • & Fi • • • ', • • i L - - • . • I . LL - .,._ _1 I . • - • • • . : - - il....11111".. ., I i . , I I LL_i fl j i J I L .. 1 T— i ° i s ill ilia. S it • [._.:: • ="--____------- ; 1 `.-_.--_� • _____ ana. (. • • 4 . 1 • I ,•--=---J, I- c , • LOWERED WINDOW BACKLIT EFIS FINISH —AIF AWNING — RECESSED STOCK I �•+- -ter- -- BMW* EF15 FINISH --LUtESTONE BASE EGRESS DOOR ,A r,a,r'-"`' ux.S*.w- ..a. -r I i Partial West Elevation .. K' �_` • " I • AMF #972 -134 NASNINGTON SQUARE MALL °' 0 . . : I yw PROPOSED EXTERIOR ELEVATION 4 .•• > 0 / SCALE, 1/E' - i ' -o' II/3/2o05 ,, . > _ .. ^=,t-z r Ii IMMO ,. - _.-., .■ • Storefront Awning Graphic presentation only. Please see your representative SHARPER actual color and material samples. L ogo Presentation for. IMAGE 179 SHARPER 4' -011 1 IMAiI II Sunbrella ■ Frame Coln C'v E� 9585 SW Washington sq. Drive Black 6008 Satin Blac V C Tigard, OR 97223 Drawing Number: pPR 9 6 2006 4110- A -014F Eo Awning CITY OF TIGARD Non Illuminated 4-Point Awning BUILDING DIVISION Date of original drawing: Manufacture and install (1) one non - illuminated awning 01/11/05 Construction Sales: Design: o Frame Material 2" Square tube aluminum SS JF Frame Color Satin Black Fabric Sunbrella Black 6008 Ends Open AWNING Bottom Open Client Approval SCALE: 1/4" = 1-a• PROJECTION Installation Includes Colors, Spelling, Artwork Wall Type Stucco with 6" 16ga sheet metal stud structure Mounting Attach to wall structure per engineering specifications Please initial: Please date: Typical 4 -Point Awning Detail Revisions: / _• —. —7 -- j 0 O a frame (fuay2wel 03109106: change awning width Fabric stretched tight _ Z -c lips (1 " 8 3/4" available) from top Game • I i i 11 g auge zin plated steel Staple Stitch 1 I • , _ WI PVC Insert I . ( — - Z cli a p 8 bottom 1 every at & I ■ . , t i eve at bottom / :I : . ::.:! I • + I Fabric I 1 . 1 1 . ' la Cj • i • f i 1 , ' 2" 125" .. _ ._ _._____ _. _....— _ x a l u sgt ubeframe O.C. top C (.4"' Lag screws, toggle bons V , Ph. 503.542.2100 �/ requi ed into building Fax. 503.542.2105 NOTE: T I I I , '. If engineering is required, engineered design supersedes this detail. Corporate Once. ' 1 i I . • r , I + ! • I j 1 10213 NE Marx !, °`+ 1 1 1 l+ 1 l i 1 I I Portland, OR 97220 liiill; ; I r , ! I _ I I ? ljl� i ! i ( I i! i i t ! I + 1 1 1 I, 1 i I I I t I ! i + I { This design presentation is the Ili ':III i + iL__L —'_tL °___,__'_' _L_LL___!..r1 Property of ES &A Sign And Awning Co. -- j I :.. ..�.••� I 1 All rights to its use, altering, or j _ — ..�: --� -.: reproduction are prohibited without 1 rr...... y' ^° i I written permission. _ a ` -. ... , =-- -< rte..___ --... --- `jQiE v ' .._ � �— a BE , , , o • 7''."'''''.- �....._ NINA • t — — S - I SOW - / - - • . tNS � r - O PARTIAL WEST ELEVATION SCALE: 1/e° = 1' -0° www.esasigns.com