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Specifications • \ v is ` " + MAY r % p.� CITY OF dA • I. 0 ' r _ - -- BUILDRRIG DIViS1O? t.. i : :. , k Si r W ,- signage = 10 sq. f L) { Mai ,. `A B R =t ,t. 4. ING - �� i ‘, w e 3 it4-.1f- ■ ■ := r � w 5 8" L s il ---- voi .--.44,, , , , . " r r� -, 1 i ��e� Cebu itaebi Mai I elf II ds.m MS IN flan ° Yi OptiO n ti n I1I402 The BC1R1 APPMed Dale • S�OQr674�5m Dcri a NUM Mkt'. I�el■ytti I'a�r IMP *owing PROM. *Arils the properly Pie ,is aon . s °�° � ��&�7 �ti7 and lbw not be reproduced In R7 mwre: trout comsat AI penury rod smarmier/ 1111111 embmorwe tr. o # It domoi N i \sts;do lp is , . . ;co aole %.,_ u li kih,,, 1/41 :11e Ne4140, . t 4,0 Vt, 74,1%4' , 4R ; M f� a, 4 awl;.: 1 , m ` � ~ + ` Free Standing Sign 4 x8' 4V ' *s 32 sq. ft. signage "r M , N. : *,,, AV ew a - 5 ' lit ilk 4 • � , Al Proposed Fabric Awning Logo on awning is 10 sqaure feet of signage • 4 , 8 ., N. ..i+r. - ''`' ide ite _ .416 IIP PLOT PLAN P11.4g 7300 SW LANDMARK LN. THE BALLROOM DANCE CO. PORTLAND OR 97232 8900 SW COMMERCIAL ST. 624 -5600 F #968 -5440 TIGARD, OREGON 97224 1111111 Dan Spearing STRUCTURAL CALCULATIONS FOR THE BALLROOM DANCE COMPANY 8900 SW COMMERCIAL ST TIGARD, OREGON -- FABRIC COVERED AWNING -- 12 OREGON — /x4, ✓GCY 5 1 (7 e. NOR cm: Dmi IN am `. Contents Summary 1 Details A - D 2 - 5 Awning Calculations Cl - C4 Awning Analysis D1 - D8 NORDLING Proj. No.: 07 -103 STRUCTURAL THE BALLROOM DANCE GOWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: COVER r SUMMARY FABRIC COVERED AWNING. DESIGN CRITERIA 2001 Oregon Structura I .Specia Code Wind.. .. . .100.MPH (3 sec gust). Exp B. Live. Load: 15 per Snow. Load: 25. psF + Drifting Snow Load Dead Load 1 per Connections to existing metal building. There is one new semi domed shaped awning. • BUILDING ENGINEER OF RECORD TO REVIEW HORIZONTAL TOP 4: BOTTOM Z =GIRTS FOR LOADS NOTED IN DETAILS. NORDLING Proj. No.: 07 -103 4 STRUCTURAL THE BALLROOM DANCE COMPANY AWNING L E NGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: 1 r(E) METAL BUILDING -------------------- — Imo\ ��\ — A —� ��� f �— Imo► ■ ■ O — 7 i!1 / 114' X 11/4' X I /g ' ALUMIMUM TUBE (TYP) Noe 2' -8 1/2' o/c 2' -8 1/2' 2' -8 1/2' 2' -8 1/2' o/c TYP TYP PROFF /, 12,187 y �l 'INMIL �11 p y� • EGON 1 ALUM . NORO EXPIRES: 12 / 31 / j NORDLING Proj. No.: 07 -103 THE BALLROOM DANCE COMPANY STRUCTURAL AWNING 7 ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: 2 11 HORIZONTAL Z-GIRT . I Mb. TOP < BOTTOM. i mp, I p II FT II I Fv0 , 1 x 1 x 1 1 3 ' II I ALUMIMUM TUBE (TYP) II ��(E) METAL BUILDING II II II 2' - 1 II I in CO I I I in I I 5' -0 ' II I' II II II FIELD VERIFY Z -GIRT II I LOCATIONS PRIOR TO O AWNING FABRICATION L — 1 zo II II Dr II I F BUILDING ENGINEER OF RECORD TO I REVIEW HORIZONTAL Z -GIRT FOR LOADS I) (TOP 4 BOTTOM) NOTED BELOW: II I I SNOW WIND S `�` o p or 1 ' F T 1 TO 1711' 58 p�F ON G 1 N E F 4 , f✓ I I I F v 195 pIr 5 pIr 12,187 y PROVIDE ADD'L SUPPORT AS REQUIRED i. ' 1 4 OREGON a VIN SECTION � ' S NOR� ,\ �� e„ A I EXPIRES: 12 / 31 / IX NORDLING Pro;. No.: 07 -103 • 0 STRUCTURAL THE BALLROOM DANCE COMPANY AWNING `` ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: 3 f 3't 1' 3't i 0 0 0 0_ TYP 4,- --11/4 ' X 11/4' x kg' ALUMIMUM TUBE (TYP) I 0 ..► 1 a 13 El TYP o II n 8 —. i 2' -8 1/2' 0/C 1 2' -8 1/2' 2' -8 1/2' 2' -8 1/2' 0/c TYP TYP 5 ,� t o, P ROfe /, 12,187 y l IIII1 ‘ , . 4 OREGON „.., 0 AWNING ELEVATION -0 ,, 5. , ,4. EXPIRES: 12 / 31 / IF NORDLING STRUCTURAL Pro;. No.: 07-103 THE BALLROOM DANCE COMPANY III AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: J1-1W Sheet No.: 4 . —(E) METAL SIDING 44 BRACKET---,1 ANCHORS I I IF v I1/4' x 1 ALUM TUBE , (E) Z -GIRT _ __.. gic_"14 1 " �- - - -._ - - - - -I mm -= .l HEX HEAD ��a5 `z U _- -; TEK SCREW _ _ �,_- FT - - - - e e ICI 11 4'4 , SAE GRADE 5 SELF , Z le a, x2 x0' -2'MIN �E I J TAPPING SCREW 3/16' x 1 Z- BRACKET ' I I'4' STANDARD PIPE BLOCKING (TIP). WELD TO BACK OF Z -CLIP ALTERNATE TO Z -CLIP, SCREW AWNING DIRECTLY TO STRUCTURE. ' IF APPLICABLE A 1 1 I i.li. (E) Z -GIRT 3/16' x 1 Z- BRACKET 1 i 1 4'4 , SAE GRADE 5 SELF - � Z � I _ (_TAPPING SCREW ` E Pink— T ell,r ill FE x 2 x 0' -2' MIN i i i -m C) !� I- '-- '14 HEX HEAD (- -- TEK SCREW ' 1 x 1 ALUM TUBE ---NI j v BUILDING ENGINEER OF RECORD TO - REVIEW HORIZONTAL Z -GIRT FOR LOADS (TOP 4 BOTTOM) NOTED BELOW: SNOW WIND F 110 plr 5 pr 5 ' `D PROF8 F v 195 plr 5 p ir PROVIDE ADM- SUPPORT AS REQUIRED v\ L NG I NEER y c1, 12.187 ■ 1 i - • REGON 4 L., J �� CONNECTION U T,4I L L< � 7 5' O rTh y � E O . NOV O , • AkV VII I NORDLING Proj. No.: 07 -103 4 STRUCTURAL THE BALLROOM DANCE COMPANY 4: �� EN LLC PIKE AWNING COMPANY 6775 SW 111th. Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: 5 I A�IN CRI TER IA MEMBER CONNECTIONS TO BE: FABRIC AWNING DESIGN REQUIREMENTS WELDED ALL AROUND LCI + WIND LOAD LC2 WIND LOAD LC4 SNOW 4 DRIFT STANDARD AWNING SIZE N.. w co 22.4' 38' h x'1. . . \ 114\ 53' ��� - (9 ° Si 69 c{1 84• t N .8 (5825,. 2 ■ . (O. 0) ' (588,0) 5' -0' / 58.8' NORDLING Proj. No.: 07 -103 STRUCTURAL THE BALLROOM DANCE COMPANY AWNING ENGINEERS LLC ' 4t. AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: Cl • .. . . . . . : : .. . .. , . . . LOADING CRITERIA.... . . .. . . . LC1,. LC2. . . .. LOADING. CRITERIA . .. . . . , LC4 ''. . FULL .U.111■1D. LOAD .. . . . ., . . . . ; . . . . . . .CONNECTIONS .. .. .. . . . : . • .19.0. 0,,,r ...... .... ASCE 7102 awn DEsic:r4 . . . . . ;. .. ... .... ...... . . . A 19,0 psr .k . 211' . . . . . , = 51.5 . pi r . . .. . . . ...DL . ... 11111[111=11. 3 Of .. . ... . .. ... , ... .. ... . .... .... ... .. . . . ' . . t t . = . 1 . p.r.:. ..x . .211' ... . . . . . P 3 Of. ... ... . ...SNOW.. = 115 josr. x .2,11. . . . - . - .. - . - - . - . - - - - . - . - . - . . . . . .. ..., .. z. 1 . 4 Plc.. .... „ .... .. ... .. . . . uoziaannsousson . .... . . ... .. .. .... ... ........ .......... . . . . . .. ... . . . . . . . . DRIFT. = 50. fps,' x . 2,11.' . . . , . . . . . DL 11111111111111111111111111111111 ..310.1f. . ... . . = 136 lOir : .= 29 per . x 211' T . .. . . ... = - .ts .plr .. . ... EatIniliaTEM /\.. • . . , ....,--..pla..p.I.r ... . . . .. . ... ... . . .... . .. .. c . . .. . . . .. ... .. . . .. . . .. ... . Al". (387 -. 157) / .55'. . . .(ACSE 1.02.14e) • . - 5 P .5% ... . . . . . . . . . . ... . • • • . • - : . . ... . • si. D_ 4. .-___:_------ . ...■■■ • . . . . - : . . ' - ' * .. - V • • • • .2- • n- .. -, - - ga • . . ••• ,. ... .. . . .. .... .. • • .. • .. ONHOW .4. .. 111111111111 .4. 1 1111 64.11- .. RIFT. . , . . I I lc ti . . . .. . . .. .... --- - I -- - • - • . 401 r .. - • . - • - 1 - - • , - 1 - - - - • - • . .. . .. .i . I . f . -------- .. li. .... ... ... . . . . . .. .. . . . ... .... . . . . ... . ... . . .. ... . .. . ..... .... ........ . .... . .. .. .LC2 . . . . .. . .. . . ... ,.. .. . ,.. . , .. _ : . T . . .., 151. .128. .. LEM .... . . . .. . .. . - - . . 5 : ..,128. . .. .151 ... 1-55 . . ... 401 c I V .25. . , . 25 Les ..... .... ., . . ................ .... : . . . .. . . . ... .. . .. . . .. . • • , „ . . . . .. .. . . . .. . .... . . .. . . ...... . . . . . .... . . . .. .. . . .. . ... . . .. . ........ . . . . ..... .... . . .. .. ... ..... . . ... .. . . . . .. ..- .. . . . . . .. . . . . • NORDLING Proj. No.: 07-103 S. TRUCTURAL k.• 4,, S: 1 THE BALLROOM DANCE COMPANY ENGINEERS, LLC AWNING PIKE AWNING COMPANY 6775 SW 111th, site 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: C2 M (ft-lbs) LC1 65 wind CONNECTION$ . :: . L22 63 wind LC4 239 snow . . . .. LCI. WIND.. T... =...151 Ibs . . • ... V.. =...25.. Ib Ifb =M• 12 /Sx LCI LC2 LC3 Sx psi psi 1 x 1 0.114 6,842 6,632 25,158 11/4 x11/4 0.192 4,063 3,938 14,938 ...LC4. show... T .. _. 401 Iba 1'4 x 1'4 0.291 2,680 2,598 9,856 V.. _. 465 Abe 2x2 0.552 1,413 1,370 5,196 Fb = Fty / ny Fry Fb Fb ... 1 /4' #. SAE C:RAD.E..5. SELF TAPING SCREW. . . . psi psi psi (live) (wind) ... .. • .. TALL . ._. 1,526... !b•... .. X0261 A36. STEEL 6063 -T6 25,000 15,152 20,152 130 lbs ID J25'. A36. Unity LC1 LC2 LC3 ..VALL = . 116 ibs fb tb fb 1 x 1 0.34 0.33 1.66 .. .. .. BALL = 2.,I15. . lbs . .. 10J25: A36. STEEL. I I% x1'/. 0.20 0.20 0.99 x 1 '/2 0.13 0.13 0.65 t . 1050. be . 16 se, A3S .STEEL 2x2 0.07 0.07 0.34 USE 11!4 x . Il4 . x 1 !... 6063- 1'6..ALUM. TU$E. . . , .. . 40116. 465 Ib. . . . ......., ... ....... . . . LC. ...= .. ± .. . '130 lb. 116 lb. ... . . ... . ... ... ... .... .. . .. ...... s .1.156... > .. 1.00.. .. ... .. -ng 4011E4 46516. 130 lb. « 2 116 lbs • 2 a .05'1S < 1.00 ..... . .. • ..... .. .. . .. . . .. . .... ... .. WIND . GIRT .TO. 5E.. NON .THICKNESS. . 'or. PROVIDE .: BACKER PLATE:. AT. .WIN. GIRT . NORDLING • Pro;. No.: 07 -103 STRUCTURAL THE BALLROOM DANCE COMPANY AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: C3 Z -CLIP LCI WIND T = 151 lbe LC4 show T = 401 lbe iWnIE T V13 1, Iwo Z -CLIP C y Aiicltor te"onnitry A36 #clips 2 a 0.75 in 't' 3/16 in 'w' 1.00 in S= 1.0* 0.1875 ^2 /6 (wt /6= bd /6) = 0.0059 in ^3 Fb = 36,000 psi * 0.75 = 27,000 psi SNOW x1.33 = 35,910 psi WIND M= 407 lbs * 0.750 in /2 = 153 in -lbs fb = 153 in -lbs / 0.0059 in ^3 x, = 26,048 psi dy ok �yy M= 157 lbs * 0.750 in /2 = 59 in -lbs ib = 59 in -lbs / 0.0059 in ^3 10,048 psi ok Use (2) 3/16" x 1" Z-Clips NORDLING Proj. No.: 07 -103 STRUCTURAL THE BALLROOM DANCE COMPANY AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW IIim, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: C4 Wind Speed : 100 mph Exposure : B Importance (Iw) : 1.00 Structure Type : Building - Components & Cladding Building Type : Enclosed Building Topographic Feature Height (h) : 20 ft Homogeneous Height of Hill (h) 0 ft qh : 13.58 psf Crest Length (Lt) 0 ft GCp : 1.4 corner zone Crest to Structure Dist (x) 0 ft Eternal Pressure : 19.0 psf Ka: 0.85 Kt : 0.00 GCpi: 1:0.18 K2: 0.00 KZt : 1.00 K3 : 0.00 Snow Drift Analysis Snow Load Design Data Pf 17.5 psf Drift Type Lower Structure Upper Roof Pitch 0.25 /12 Pg 25.0 psf Input Data Ig upper 75.0 ft. Pg - Basic Snow Load Ig lower 5.00 ft. Iu - Upper Roof Dimension S 0.0 ft W - Surcharge Dimension hr 8.00 ft. S - Horizontal Spacing Between Roofs hr - Vertical Spacing Between Roofs W 11.64 ft. Drift Surcharge Only Considered When Drift Surcharge Applies ? (hr -hb) / hb > 0.2 6.89 Yes hd = (0.43 (Wb ^(1/3)) * ((Pg + 10) ^(1/4)) - 1.5) * ((20- S) /20) 2.91 ft. hb =Pf /D 1.01 ft. D = 0.13Pg + 14.0 <= 30 pcf 17.25 pcf SUMMARY Drift Surcharge No Sliding Snow Pm= D(hd +hb) < =Dhr 67.7 psf - Base (Pf) 17.5 psf Drift =Pm - Base 50 psf Drift at Lower Roof Edge 29 psf NORDLING Pro,. No.: 07 -103 STRUCTURAL THE BALLROOM DANCE COMPANY IG ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: D1 ' SECTION PROPERTIES Area 0.438 P p Bounding Box X • 0.500 0.500 / Ixlx��e 1 Y : 0.500 :: 0.500 XX YY / / _J Moment of Inertia 0.057 :: 0.057 Section Modulus 0.114 :: 0.114 Radius of Gyration 0.361 :: 0.361 SECTION PROPERTIES I rMEMOOMMON, Area 0.563 Bounding Box X : 0.625 :: 0.625 / ,1/4x,1/4„, Y : 0.625 :: 0.625 i XX -. YY M oment of Inertia 0.120 - 0.120 `"- // J Section Modulus 0.192 :: 0.192 Radius of Gyration 0.462 :. 0.462 r ,AwAl■AlrAp SECTION PROPERTIES ' 0.688 / Area Bounding Box X : 0.750 :: 0.750 0 I Y : 0.750 :: 0.750 / 1 XX YY Moment of Inertia 0.218 :: 0.218 ' �� Section Modulus 0.291 0.291 W /-� Radius of Gyration 0.564 .. 0.564 r___.....1 SECTION PROPERTIES Area 0.938 i Bounding Box X : 1.000 : 1.000 Y : 1.000 .. 1.000 2x2x "i8 / XX YY i Moment of Inertia 0.552 :: 0.552 Section Modulus 0.552 0.552 I % Radius of Gyration 0.767 :: 0.767 W /- / // NORDLING Proj. No.: 07 -103 ' THE BALLROOM DANCE COMPANY STRUCTURAL AWNING i ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: D2 Geometry data Nodes Node X Y Z Floor [in] [in] [in] - - - -- 0 66.7 ------ - - - - -- - ------ ---- - - -- -0 - ------- ------- 1 0 2 0 0 0 0 3 15.5 64.9 0 0 4 29.9 58.9 0 0 5 42.2 49.3 0 0 6 51.4 37 0 0 7 57.1 22.7 0 0 8 58.8 7.4 0 0 9 58.8 0 0 0 Restraints Node TX TY TZ RX RY RZ ----------------------------------------------- 1 1 1 1 0 0 0 2 1 0 1 0 0 0 3 0 0 1 0 0 0 4 0 0 1 0 0 0 5 0 0 1 0 0 0 6 0 0 1 0 0 0 7 0 0 1 0 0 0 8 0 0 1 0 0 0 9 0 0 1 0 0 0 Members Beam NJ NK Description Section Material dO dL Ig factor [in] [in] . --------------------------------------------------------------------------------------------------- 1 1 3 Top Chord TA 1.0x1.0x0.125 Other\Aluminum 0 0 0 2 3 4 Top Chord TA 1.0x1.0x0.125 Other\Aluminum 0 0 0 3 4 5 Top Chord TA 1.0x1.0x0.125 Other\Aluminum 0 0 0 4 5 6 Top Chord TA 1.0x1.0x0.125 OtherWluminum 0 0 0 5 6 7 Top Chord TA 1.0x1.0x0.125 Other\Aluminum 0 0 0 6 7 8 Top Chord TA 1.0x1.0x0.125 OtheI Aluminum 0 0 0 7 8 9 Top Chord TA 1.0x1.0x0.125 OtherWuminum 0 0 0 8 1 2 Web TA 1.0x1.0x0.125 OtherWuminum 0 0 0 9 2 9 Web TA 1.0x1.0x0.125 OtherWluminum 0 0 0 10 2 4 Web TA 1.0x1.0x0.125 Other\Aluminum 0 0 0 NORDLING Pro;. No.:_ 07 -103 STRUCTURAL THE BALLROOM DANCE COMPANY ,; AWNING ENGINEERS LLC PIKE AWNING COMPANY 6775 SW tllth, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: D3 • Load data Load conditions Condition Description Comb. Category ---------- ---- -------------- --____ ----------------------------------------------------------------- dl Dead load 0 DL wl Wind Load 0 WIND sl Snow Load 0 SNOW LC1 dl+wl 1 LC2 dl-wl 1 LC3 dl +sl 1 Distributed force on members Y1 Y2 1 d1 I d2 Condition Member Dirt Vail Val2 Dist1 % Dist2 [Lb/ft] [Lb /ft] [ft] [ft] dl 1 Y -3 -3 0 0 100 1 2 Y -3 -3 0 0 100 1 3 Y -3 -3 0 0 100 1 4 Y -3 -3 0 0 100 1 5 Y -3 -3 0 0 100 1 6 Y -3 -3 0 0 100 1 7 Y -3 -3 0 0 100 1 wl 1 X 51.5 51.5 0 0 100 1 2 X 51.5 51.5 0 0 100 1 3 X 51.5 51.5 0 0 100 1 4' X 51.5 51.5 0 0 100 1 5 X 51.5 51.5 0 0 100 1 6 X 51.5 51.5 0 0 100 1 7 X 51.5 51.5 0 0 100 1 st 1 Y -183 -183 0 1 100 1 2 Y -183 -168 0 1 100 1 3 Y -168 -133 0 1 100 1 4 Y -133 -82 0 1 100 1 5 Y -82 -41 0 1 100 1 6 Y -41 0 0 1 100 1 NORDLING Pro]. No.: 07 -103 STRUCTURAL THE BALLROOM DANCE COMPANY . AWNING ' ENGINEERS LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: D4 Analysis Results Points of interest in members K DistJ Considered pants CONDITION : LC1 =d1+wl Plane 1 -2 Plane 1 -3 Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion Station [ft] [Lb] [Lb] [Lb *ft] [Lb] [Lb'k] [Lb`ft] MEMBER 1 0% 0.000 162.433 - 36.879 -9.363 0.000 0.000 0.000 100% 1.300 154.309 - 33.895 36.652 0.000 0.000 0.000 MEMBER 2 0% 0.000 157.675 9.940 36.652 0.000 0.000 0.000 100% 1.300 132.406 3.636 27.828 0.000 0.000 0.000 MEMBER 3 0% 0.000 134.656 57.769 62.728 0.000 0.000 0.000 100% 1.300 99.777 35.495 2.095 0.000 0.000 0.000 MEMBER 4 0% 0.000 86.945 60.464 2.095 0.000 0.000 0.000 100% 1.280 52.253 20.493 - 49.717 0.000 0.000 0.000 MEMBER 5 0% 0.000 45.132 33.368 - 49.717 0.000 0.000 0.000 60% 0.770 29.352 0.018 - 62.566 0.000 0.000 0.000 100% 1.283 18.833 - 22.215 - 56.871 0.000 0.000 0.000 MEMBER 6 0% 0.000 24.054 - 16.420 - 56.871 0.000 0.000 0.000 100% 1283 12.978 - 81.256 5.780 0.000 0.000 0.000 MEMBER 7 0% 0.000 21.871 - 79.326 5.780 0.000 0.000 0.000 100% 0.617 20.021 - 111.084 64.490 0.000 0.000 0.000 MEMBER 8 0% 0.000 - 30.281 0.721 9.363 0.000 0.000 0.000 100% 5.558 - 30.281 0.721 5.356 0.000 0.000 0.000 MEMBER 9 0% 0.000 111.084 20.021 33.615 0.000 0.000 0.000 100% 4.900 111.084 20.021 - 64.490 0.000 0.000 0.000 MEMBER 10 0% 0.0 00 17.330 - 11.474 - 28.259 0.000 0.000 01000 100% 5.505 17.330 - 11.474 34.901 0.000 0.000 0.000 NORDLING Proj. No.: 07 -103 ? STRUCTURAL THE BALLROOM DANCE COMPANY ENGINEERS , LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: D5 • Analysis Results Points of interest in members 4 J t , ,. 4 ' K Di~J : (bnsdered pants CONDITION : LC2 -dl -wl Plane 1 -2 Plane 1 -3 Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion Station [ft] [Lb] [Lb] [LIST] [Lb] [Lb*ft] [Lb ft] MEMBER 1 0% 0.000 - 132.619 30.148 8.123 0.000 0.000 0.000 100% 1.300 - 125.395 34.914 - 34.179 0.000 0.000 0.000 MEMBER 2 0% 0.000 - 130.162 -0.992 - 34.179 0.000 0.000 0.000 100% 1.300 - 107.892 12.511 - 41.667 0.000 0.000 0.000 MEMBER 3 0% 0.000 - 108.536 - 77.739 - 81.062 0.000 0.000 0.000 100% 1.300 - 78.457 - 49.315 1.538 0.000 0.000 0.000 MEMBER 4 0% 0.000 - 62.743 - 68.197 1.538 0.000 0.000 0.000 100% 1.280 - 34.201 - 23.625 60.304 0.000 0.000 0.000 MEMBER 5 0% 0.000 - 26.886 - 31.702 60.304 0.000 0.000 0.000 55% 0.706 - 16.354 0.437 71.334 0.000 0.000 0.000 100% 1283 -7.737 26.732 63.492 0.000 0.000 0.000 MEMBER 6 0% 0.000 - 14.555 23.720 63.492 0.000 0.000 0.000 100% 1.283 - 11.129 89.405 -9.069 0.000 0.000 0.000 MEMBER 7 0% 0.000 - 20.934 87.630 -9.069 0.000 0.000 0.000 100% 0.617 - 22.784 119.388 - 72.900 0.000 0.000 0.000 MEMBER 8 0% 0.000 70.334 -0.183 -8.123 0.000 0.000 0.000 100% 5.558 70.334 -0.183 -7.104 0.000 0.000 0.000 MEMBER 9 0% 0.000 - 119.388 - 22.784 - 38.742 0.000 0.000 0.000 100% 4.900 - 119.388 - 22.784 72.900 0.000 0.000 0.000 MEMBER 10 0% 0.000 - 59.877 12.905 31.638 0.000 0.000 0.000 100% 5.505 - 59.877 12.905 - 39.396 0.000 0.000 0.000 NORDLING Proj. No.: 07 -103 STRUCTURAL THE BALLROOM DANCE COMPANY AWNING ENGINEERS, LL PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: D6 • Analysis Results Points of interest in members J . - rte I--- Dist) ;<' ,,:� Consdered pants CONDITION : LC3 =d1 +81 Plane 1 -2 Plane 1 -3 DisttoJ Axial Shear V2 M33 Shear V3 M22 Torsion Station [ft] [Lb) [LbJ [Lb *ft] [lb] [Lb'ft) [Lb *ft] MEMBER 1 0% 0.000 422.871 - 222.894 - 41.751 0.000 0.000 0.000 95% 1.235 396.366 5.344 92.623 0.000 0.000 0.000 100% 1.300 394.971 17.356 91.885 0.000 0.000 0.000 MEMBER 2 0% 0.000 374.896 125.525 91.885 0.000 0.000 0.000 100% 1.300 285.646 339.725 - 212.478 0.000 0.000 0.000 MEMBER 3 0% 0.000 314.484 - 301.101 - 239.137 0.000 0.000 0.000 100% 1.300 191.684 - 143.764 46.191 0.000 0.000 0.000 MEMBER 4 0% 0.000 222.722 - 88.348 46.191 0.000 0.000 0.000 100% 1.280 109.460 -3.632 100.888 0.000 0.000 0.000 MEMBER 5 0% 0.000 106.643 24.940 100.888 0.000 0.000 0.000 100% 1.283 29.780 55.577 47.160 0.000 0.000 0.000 MEMBER 6 0% 0.000 13.960 61.488 47.160 0.000 0.000 0.000 100% 1.283 - 16.002 64.817 - 34.476 0.000 0.000 0.000 MEMBER 7 0% 0.000 - 23.062 62.654 - 34.476 0.000 0.000 0.000 100% 0.617 - 24.912 62.654 - 73.112 0.000 0.000 0.000 . MEMBER 8 0% 0.000 659.496 12.688 41.751 0.000 0.000 0.000 100% 5.558 659.496 12.688 - 28.776 0.000 0.000 0.000 MEMBER 9 0% 0.000 -62.654 - 24.912 - 48.957 0.000 0.000 0.000 100% 4.900 -62.654 - 24.912 73.112 0.000 0.000 0.000 MEMBER 10 0% 0.000 - 715.988 8.509 20.181 0.000 0.000 0.000 100% 5.505 -715.988 8.509 - 26.659 0.000 0.000 0.000 NORDLING Proj. No.: 07 -103 ■ STRUCTURAL THE BALLROOM DANCE COMPANY AWNING ,, h - f ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: D7 Y • Analysis Results Reactions My Y J x 1 F Mx z Fx Fz 4 L` Mz C redion of positive forces and moments Forces ILb1 Moments ILb*ttl Node FX FY FZ MX MY MZ Condition LC1 =d14w1 1 -157 25 0.00000 0.00000 0.00000 0.00000 2 -128 0 0.00000 0.00000 0.00000 0.00000 -------------------------------------------------------------------------------------------------------- SUM -286 25 0.00000 0.00000 0.00000 0.00000 Condition LC2=dl -wl 1 128 25 0.00000 0.00000 0.00000 0.00000 2 157 0 0.00000 0.00000 0.00000 0.00000 ------------------------------------------------------------------------------ SUM 286 25 0.00000 0.00000 0.00000 0.00000 Condition LC3 =d1+s1 1 -407 929 0.00000 0.00000 0.00000 0.00000 2 407 0 0.00000 0.00000 0.00000 0.00000 ------------------------------------------------------------------------------ SUM 0 929 0.00000 0.00000 0.00000 0.00000 • • NORDLING Proj. No.: 07 -103 ' 4 STRUCTURAL THE BALLROOM DANCE COMPANY , AWNING ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: APR 2007 By: JHW Sheet No.: D8