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Plans ( S. 15' -6' .. r Gomel Net= 1. AWNING TO BE RIGID I' ALUM. SUNBRELLA FABRIC COLOR 9 4678 MARINE BLUE, ^� 2. REFER TO ENG. CALCS. FOR ANCHORING.(NOT 3. FOR VISUAL REP. OF AVN. I SIGN SEE FILE PHOTO. SIGN SIZE TO BE 8'x2' -6'. SUIOlRELLA 4 REF. BUILDING IS 16' HT. BY 200' LONG. FABRIC in I 5' PROPOSED AWNING .. START IT ARC 15• -6' , I• X 1' x 1/B' ALIK 1•xl'f l/8' &Mt TUBING MP) TUBE GTYP) . a 5• -2' PROPOSED AWNING FRAME N.T.S. A pproved .................. [vr Na. RwIdanAlaa Dab ' Conditionally Approved...„.......„ [ t ,INO c7YP) at. See letter to: Follow.........„...,... [ I MN. In Mr: -c ( PORTLAND, ROSE CITY AVNING • 1638 NV OVERTON STREET I• FACIA BEARD " In I �, of OVER �� PORTLA, lag 97209 OVER 4• ION. PORTLAND, ma r�!7,7f147r ■ 7 UP WALL DLD2KDO Ad I ,.- - L . �7 B 4 Date: X 11, .. Runt ALUM. " x li o �{�jn�� ' Q 1• x r e• 4 " - -•"" N tl ✓l i, �ola !ln a \ SHEET ROCK TUBING 11# MP.) NEC NETAL FRAME J ONST R U CTI 7 C/O PERLO CONSTU@1 fun DOT, O< AVN. FRAME 7940 SW M4alZBQR RR GLASS I TIGARD, OR. 97223 «oZ 9 j Nnr OFFICE COPY • r AWNING r \ QUAIRJM 3/14/11 1 AWNING FRAME SEC i. E OPENINGS — DTL. E DOOR N.T.S. \ t ` 1 F ., c � ., : 4 4 _ z "1-217:11j It' 1 '' 1` Ai ' X 711. ' f #,r t � 11 A .xa^' ` tr .. • j r'-a- . 7 . .;;;-. ,I. i : Q , -.091, O 1' jotilisiiiiii.44 )1, a - , -.4- \ , 7 ,. r i IG .....--"' --------'----- . , .... ......, ............._......_... ......., _-,--- ,.....,... - . • __ . , VA ' NW. 1 ,..: _ - .. --- - -------' .._ ... . t „.4... 4 I' 411 i I . . . ......,.....C.....-:.--- '51.N - _ , • • Ai . .. ., ... . -. - N , . .. ....._..... 1... ---- - ---,..■---- 7 - --, ..• , ... - ..?..$ . . - __, . . . ........-_, - ..... ..., , . - -. • , . • . ' ' A . ... \14. • t N '. '.. ....:';'-i'.; • ! - ..'*' . . .... , ' \ . :: , : "_',5-2t:-'.S.4t.■.-..4'?1.' ' ' '' • : 1 T 4 -... A \ . . 1 I t)P7.o II - ®©1 ZZ RECEIVED JUN 152011 - CI'I'1r OF TIGARD STRUCTURAL CALCULATIO DIVISION FOR CHARTER MECHANICAL 7940 SW HUNZIKER ROAD TIGARD, OR 97223 -- FABRIC COVERED AWNING -- 'f PROie R o f4.4 1z,1a� y c oil • . . OREGON '"0 �L" 15 . '9t . - tiN . E. NO ROO EXPIRES: 12 / 31 / • NO EXCEPTIONS NOTED' MAKE CORRECTIONS NOTED ❑ REJECTED ❑ RISE „IT'D RESUSMrr ❑ THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESISN CONCEPT ONLY. ANY DEVIATION FROM PLN'!S OR SPECIE CDT1O1!'S NOT CLEARLY NOTED BY THE CONi nr ::TC:3 HAS NOT BEEN RE`itD EO. REVIEW S; :. NOT Cs.}NSTIT!J iE A COMPLETE OHEC < OF ALL DETAILED DI: :': ENSiO NS OR COLT :.!T OR SERVE TO RELIEVE THE GO. I "ClOR OF ONlRAGTUAL . RESPONSIBILITY FOR ANY ERROR OR DEVIATION FROM CONTRACT REQUIREMENTS. • CIDA, INC. COMMERCIAL INDUSIR;AL DESIGN ARCHITECTURE, P.C. Contents ,' PORTLAND, ____ — �� Summary 1 DATE — Details A - D 2 - 5 Awning Calculations CI - C3 Awning Analysis D1 - D4 NORDLING Proj. No 11 -124 STRUCTURAL CHARTER MECHANICAL ��; P , ;'- �� `• A WNING t EN GINEEi RS, LLC ROSE CITY A WNING 6775 SW 111th• Suite 200 • Beaverton OR 97008 Date. MAY 2011 By JHW Sheet No. COVER L SUMMARY • • - FA5RIC .COVERED .All.IN!NG. DESIGN CRITERIA : • . 2010 .Oregon : Structu I Spec is I.t Code . . Wind : 54.5 MPH C3 sec: gust) : Exp B . • • Snow .Load: . . 20 .psf:_ • .ri.rtinq: Snow .Lo.ad (:.20:psf..minimum) • PER SNOW LOAD ANALYSIS FOR OREGON (THIR EDITION) DECEMBER 2001 • STATEWIDE ALTERNATE METHOD No. OSSC 05-01 - ISSUED: MAY 1, 2008 . D e a d Load . I psr Connections. to existing concrete wall. . : : There. is one new:5' -:2" x 5':2." :x.15' -.6" awning. : : : : : NORDLING • - Proj. No.: 11 -124 CHARTER MECHANICAL .: 2. , ', 1 :-‘ • ; P ` STRUCTURAL AWNING 4 . 4 4.1 AL ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: MAY 2011 By: JHW Sheet No.: 1 (E) CONCRETE WALL O x I' x 1 /g' ALUM TUBE (TYP) f 1' -11 I/4' I' -11 1/4' I' -ll I/4' l' -11 0/C TYP (8) EQUAL BAYS = 15' -6' ,c,oD PROFF c v 1 2 , 1 1 •REGON 4 ,4U11�!ING PL AN 'o `` i5 ,_v Nogo EXPIRES: 12 / 31 / (0 NORDLING Proj. No.: 11 -124 CHARTER MECHANICAL STRUCTURAL AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th, Suite 200 13eaverton O12, 07008 Date: MAY 2011 By: JHW Sheet No.: 2 1 1^- ' • .J — (E) CONCRETE WALL 3' -0' 2' -2' O . � F • • • • k, • • I x 1 x ALUMIMUM TUBE (TYP) • b 0 l atti p 12,18 "Sr L •REGON r`�..' Orick„ I I I �I �I SECT T ` ^f ‘C) G� eat /D WI . \ I NG SEC I I ON 75. �9 - � 1 E. NOR EXPIRES: 12 / 31 / s3 NORDLING Proj. No.: 11 -124 s...' CHARTER MECHANICAL STRUCTURAi • AWNING ' 43f2E0 -, ENGINEERS Ei RS LLC ROSE CITY AWNING • • 6775 SW 111th, Suite 200 Beaverton OR. 97008 Date: MAY 2011 By: JHW Sheet No.: 3 • I . I' -II I/4' y I' -11 1/4' I' -II 1/4' 1'- 11 o/c X TYP _n. I N J 0 TYP • N In I 10 ==E Dm3a 3IMCIIIII 1 0 i ' -- .I' x I x I /8' ALUMIMUM TUBE (TIP) • TYP • \S ���ED PRO y �:, 12,1 • y ti ° .„- eyik. ., OREGON \ • AWNING ELEVATION � �— - 0 <r 1 5. ,90 \a ED E. NOR I EXPIRES: 12 / 31 / k 1 • • NORDL,ING Proj. No.: 11 -124 4 CHARTER M _, S T RU CTURA.L. AWNING ENGINEERS, L,LC ROSE CITY AWNING 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: MAY 2011 By: JHW Sheet No.: 4 1 - - -- . EXISTING CONCRETE WALL I ct BRACKET— (t ANCHORS I' x I' ALUM. TUBE ■ r - �Ij i� °14 HEX HEAD TEK SCREW — -- - - Is.. .., - 1E= • - - - - - - - - - —.r"\ -- - 1 ' — 3 /8'0 ANCHOR (2 EMBED) . • . I -r4 j 3 /16' x 1' Z- BRACKET s " 2i' MIN L ANCHOR OPTIONS: T HILTI 'KWIK -BOLT TZ' ANCHORS SIMPSON 'STRONG BOLT' ANCHORS J SIMPSON 'TITEN HD' ANCHORS POWERS 'POWER -STUD +SDI' . ADJUST CONNECTION LOCATIONS TO AVOID (E) WALL REINFORCING. DO NOT CUT (E) REINFORCING. , • �— EXISTING CONCRETE WALL 3 43'45 ANCHOR (24 2 ' EMBED) 3 /16 x 1' Z- BRACKET \ ___;...____/+:;:z.4-_____ ME ___ _ _ ____ • _ .6, M - - -- . °14 HEX HEAD TEK SCREW N ( ®J. ® 1' x 1' ALUM. TUBE N ----- - - - - -- i ININIMIIIIIII ,39 P OREGON 0 CONNECTION DETAIL °A, 'S ' • NOR EXPIRES: 12 / 31 / rae I NORDLING Proj. No.: 11 -124 CHARTER MECHANICAL r' STRUCTURAL AWNING ''' ‘.. 48011121) V' ' ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th, Suite 200 • Beaverton OR. 97008 Date: MAY 2011 By: JEW Sheet No.: 5 AUIINGs CRITERIA • ALL MEMBERS TO BE; FABRIC AWNING DESIGN REQUIREMENTS I' x I' x 1 ' 8 ' ALUMINUM TUBE LCI + WIND LOAD I x = 0.051 in' : • LC2 - WIND. LOAD ' 5 x = 0.114 in : LC4 SNOW 4 DRIFT • MEMBER .CONNECTIONS TO BE: • • WELDED ALL AROUND. . • • : STANDARD AWNING SIZE • • 12 : s N• • • 3.3:' 3.1 70.6' • (0, 611 p 0 „1 ^) • `.3B' : . : : : •"). 6 ^o-1 h fo `•55:3' • . �9. • ) • - 12.1' ` ( 5°3$' 6 • • 4 • . '80' • : B (61, 32) • • • • • 7 (0, 0) : (61,0) • • — 5' -2' • • • NORDLING Pro,. No.: 11 -124 CHARTER MECHANICAL #y I ; STRUCTURAL AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: MAY 2011 By: JHW Sheet No.: Cl 124121r CRITERIA . • . . . CONNECTIONS . . . LCI. WIND T = 155 Ibs • DL. ._ I psr. x 1..-111/4' : 2 plf V = 1 lbs W = Itch .psr . ASCE 7.05 WIND DESIGN.- SHEET DI. : • .LC4 6 T - 151 lbs • : 16.6 .psr x I'- 111.4.' 32 plf . : V = 310: Ibs . • 3/8 "0 Hilti "1CWD( BOLT T2" (2 1/2" Embedment) .5NOW..= 16.5 psr . x 1' 414' . .= 20 .p1.f . . : Hilti "KWIK BOLT TZ" P V No.:l DRIFT L .= 41 psr x I = 19 pH' PALL 605 lbs 157 370 VALL 1,100 lbs 0.260 0.336 0.268 D RIFT. R . := .20 psr :.x .1'- .1I'a.' = 39 plf FAH 2.50 in 605 1,100 G.5 : I .'- (20.(0' - :15') 1.55'.: CAGSE 1.05. 1 - 2c) ESR -1395 Unity = (Ps/Pt)sn +(Vs/Vt)s' • 90% . 3/8 "0 Simpson "STRONG BOLT" (2 9/16" Embedment) . Simpson "STRONG BOLT" P V No.: 1 : : PALL 555 lbs 157 370 DI_ • I I I I I I I I.I l I I l I I l I I I i I i 1 1 I I I I i I I I l I I I l I l I l I 2 plf : VALL " 1,055 lbs 0.283 0.351 0.296 : EwN 2.56 in • 555 1,055 c5) Q Nt \` \` ER -3631 Unity = (Ps/Pf)s " +(Vs/Vt)sn �(O P � • P • \t • � 9 :� �� p ER m p �� �� 3/8 "0 PoWE "POW- STUD+SDl" (2 3/8" Embedment) • BL I I I I I I I I I I I .1 Imo • Powers "POWER- STUD+SD1" P V No.: 1 PALL 954 lbs 157 370, .T VALL 635 lbs 0.165 0.583 0.747 . � m i FMIN 2.38 in 954 635 . , 4 / WIND. . ER -5225 Unity = (Ps/Pt)+(Vs/Vt) • �� 32 p If f � 3/8 "0 Simpson "TITIT -HD" (2 3/4" Embedment) • Simpson "TITEN -HD" P V No.: 1 - - - • : PALL 1,315 lbs 157 370 VALL 1,665 lbs 0.119 0.222 0.110 EMIN 2.75 in 1,315 1,665 ESR -1056 Unity = (Ps/Pt)tn +(Vs/Vt)s" • . B • . . LCI. .LC2. . LC4 . .. . .. , ' • T _1 -1 - 151 Les B. -155. . i10 157. Les . . • V -149. : 115 310 Les . • I 1 NOIRDLING Proj. No.: 11 -124 1:- . 1 C STRUCTURAL AWNING MECHANICAL � �� AWNING 9 40 ENGINEERS, LLC ROSE CITY AWNING • 5775 SW 11 1th, Suite 200 • Beaverton OR, 97008 Date: MAY 2011 By: JHW Sheet No.: C2 r -- I Z -CLIP • • LCI WIND T 155 lbs LC4 show T 151 lbs T i ii • • • • �����I w / ti �l Z -CLIP IC(lii4'•.1 111_" 4aa y . i^- al -J •Ni'.,Y"ETSii:^?- A36 #clips I a 0.50 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 SNO W x 1.33 = 35,910 psi WIND keigi !G t .f M = 1571bs * 0.500 in / 1 = 79 in -lbs fb = 79 in -lbs / 0.0059 in ^3 = 13,397 psi ok �T ensbn a �'aRiID M 155 lbs * 0.500 in / 1 - = 78 in-lbs • • fb = 78 in -lbs / 0.0059 in ^3 = 13,227 psi ok Use (1)3/16" x 1" Z-Clip NORDLING Proj. No.: 11 -124 CHARTER MECHANICAL STRUCTURAL AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th, Suite 200 • Beaverton M. 97008 Date: MAY 2011 By: JEW Sheet No.: C3 < ^'� 4 - aa t . � � ,e,��� � `�' - r "'� t +E�' *� � - , `i QWAt o C�$*70 x ,,, ,; !'s Com eaiYs Mind n t V 2; Wind Speed : 95 mph Exposure : B Importance (Iw) : 1.00 Structure Type : Building - Components & Cladding Building Type : Enclosed Building Topographic Feature Height (h) : 18 ft Homogeneous Height of Hill (h) 0 ft qh : 11.89 psf Crest Length (L.h) 0 ft GCp : 1.4 corner zone Crest to Structure Dist (x) 0 ft External Pressure : 1 6.6 psf Ka: 0.85 : 0.00 G Cp i : ±. 0.18 K2 : 0.00 KLt : 1.00 K3 : 0.00 Snow Drift Analysis OSSC 08 -01, May 7 2008 Snow Loads L upper 75' -0" Ground Snow Load 15 psf L lower 5' -2" Roof Snow Load 10.5 psf Drift Type Lower Structure W 10:22 ft Upper Roof Pitch 0 / 12 Seperation Distance 0 Height Hr (hc + hb) 10' -0" Drift Surcharge Only Considered When Drift Surcharge Applies ? hc / hb > 0.2 (hc = hr-hb) [ (hr-hb) / hb > 0.2] _ 14: :1 :9 Yes lid = (0:43 (Lu ^(1/3)) * ((Pg + 10) ^(1/4)) - 1.5) * ((20- S) /20) 2.55 ft hb = Pf / y :0:66, ft. y = 0.13Pg + 14.0 <= 30 pcf 15.95: pcf SUMMARY Surcharge Load due to Drifting Pd . .. 41 psf Drift Load at Lower Roof Edge 20 psf I" x 1" x I ra" ALUMINUM TUBE SECTION PROPERTIES Area 0.438 Bounding Box X : 0.500 :: 0.500 Y : 0.500 :: 0.500 x xx YY Moment of Inertia 0.057 0.057 Section Modulus 0.114 :: 0.114 Radius of Gyration 0.361 :: 0.361 NORDLING Proj. No.: 11 -124 CHARTER MECHANICAL . ► STRUCTURAL AWNING ti 01 1 ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: MAY 2011 By: JHW Sheet No.: D1 Geometry data Nodes • Node X Y Z Rigid Floor [in] [in] [in] 1 0.00 61.00 0.00 0 2 0.00 0.00 0.00 0 3 .35.50 59.00 0.00 0 4 43.50 57.30 0.00 0 5 50.60 53.30 0.00 0 • ' 6 56.20 47.40 0.00 0 7 59.80 40.00 0.00 0 8 61.00 32:00 0.00 • 0 9 61.00 0.00 0.00 0 10 35.50 0.00 0.00 0 • Restraints • Node TX TY • TZ RX RY RZ . . 1 1 1 1 0 0 0 2 1 0 1 0 0 0 . Members Member NJ NK Description Section Material dO , dL Ig factor • [in] [in] 1 1 . 3 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 2 3 4 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 3 4 5 Frame . , TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 , 0.00 0.00 4 5 6 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0:00 0.00 0.00 5 6 7 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00. 0.00 0.00 6 7 8 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 . 7 • 8 9 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 • 0.00 0.00 8 1 2 Frame . • TA 1.0 x 1.0 x 0.125 ' Fy 25 (Aluminum) 0.00 0.00 . 0.00 . 9 2 10 Frame TA 1.0 x 1.0 x 0.125 Fy.25 (Aluminum) 0.00 0.00 0.00 10 10 9 Frame TA 1.0 x 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 11 2 3 Web TA 1.0 x 1.0 x0.125 Fy 25 (Aluminum) . 0.00 0.00 0.00 . 12 • 3 10 • Web TA 1.0 1.0 x 0.125 Fy 25 (Aluminum) 0.00 0.00 0.00 • • NORDLING Proj. No.: 11-124 il•'-• . CHARTER MECHANICAL ' STRUCTURAL. AWNING ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: MAY 2011 By: JHW . Sheet No.: D2 Load data • Load conditions Condition Description Comb. Category . dl Dead load No ' DL wl Wind Load No WIND • ' sl Snow and Drift Load No SNOW LC1 dl +wl Yes LC2 dl-wl Yes LC4 • dl +sl Yes . Distributed force on members Condition Member Dirt Vail Va12 Dist1 % Dist2 % ' [Lb/ft] [Lb /ft] [in] [in] • dl 1 Y -2.00 -2.00 0.00 No 100.00 Yes 2 Y -2.00 -2.00 0.00 No 100.00 Yes 3 Y -2.00 -2.00 0.00 No 100.00 Yes • - 4 Y -2.00 -2.00 0.00 No 100.00 Yes 5 Y • -2.00 -2.00 0.00 No 100.00 Yes 6 Y -2.00 -2.00 0.00 No 100.00 Yes wl 1 2 32.00 32.00 0:00 No 100.00 Yes • 2 2 32.00 32.00 0.00 No 100.00 Yes 3 2 32.00 • 32.00 0.00 No . 100.00 Yes • 4 2 32.00 32.00 0.00 No 100.00 Yes 5 . • 2 32.00 32.00 • 0.00 No 100.00 Yes • 6 2 • 32.00 32.00 0.00 No. 100.00 Yes . 7 ' 2 32.00 32.00 0.00 No 100.00 Yes • sl 1 Y -93.00 -76.00 0.00 Yes 100.00 Yes 2 Y -76.00 -64.00 0.00 Yes 100.00 Yes • . 3 Y -64.00 -39.00 0.00 Yes 100.00 Yes 4 Y -39.00 -17.00 • 0.00 Yes 100.00 Yes 5 Y -17.00 0.00 0.00 Yes 100.00 Yes Analysis Results Reactions . • Forces fLbl Moments fLb*ftl Node FX FY FZ . . MX MY MZ Condition LCI =dl +wl • 1 -7 -149 0.00000 0.00000 0.00000 0.00000 2 -155 0 0.00000 0.00000 0.00000 • - 0.00000 . Condition LC2 =d1-wi ' a 1 -7 175 0.00000 0.00000 0.00000 0.00000 2 170 0 0.00000 0.00000 0.00000 0.00000 Condition LC4 =d1+sl 1 -157 370 . 0.00000 0.00000 0.00000 0.00000 2 157 0 0.00000 0.00000 0.00000 0.00000 • • NORDLING • Proj. No.: 11 -124 ` • CHARTER MECHANICAL c ST RUCTURAL AWNING ' i ENGINEERS, Ei RS LLC ROSE CITY AWNING • 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: MAY 2011 By: JHW Sheet No.: D3 Load conditions to be included in design : LC 1 =dl +wl LC2 =dl -wl LC4 =dl +sl Description Section Member Ctrl Eq. Ratio Status Reference _ • Frame TA 1.0 x 1.0 x 0.125 1 LC4 at 100.00% 0.42 OK (H1 -1b) 2 LC4 at 0.00% 0.35 OK (H1 -1b) 3 LC2 at 0.00% 0.15 OK (H1 -1b) 4 LC4 at 62.50% 0.07 OK (H1 -1b) 5 LC2 at 100.00% 0.13 OK (H1 -1b) 6 • LC2 at 100.00% 0.17 OK (H1 -1b) 7 LC2 at 100.00% 0.36 OK (H1 -1b) 8 LC4 at 0.00% 0.16 . OK (H1 -1b) 9 LC2 at 100.00% 0.14 OK (H1 -1b) 10 LC2 at 100.00% 0.36 OK (H1 -1b) Web 11 LC4 at 100.00% 0.50 OK (H1 -1a) 12 LC1 at 100.00% 0.12 OK (H1 -1b) MEMBER 11 Plane 1 -2 Plane 1 -3 Condition Dist to J Axial Shear V2 M33 Shear V3 M22 Torsion Station [in] [Lb] [Lb] [Lb`ft] [Lb] [Lb'ft] [Lb'ft] LC4 =dl +sl ' 0% 0.000 -286 2 -6 0.000 0.000 0.000 100% 68.857 -286 2 7 0.000 0.000 0.000 TA 1.0 x 1.0 x 0.125 . • -. Co Member 11 1 1 b 1.000 in nu 1.95 Load Case LC4 LC4. d 1.000 in ny 1.65 Dist to J [ft] 5.74 5.74 t 0.125 in • na 1.2 Axial [Lb] . -286 -286 2 A 0.438 in Bc 11.77 V42 [Lb] 2 2 .2 Av 0.250 m Dc 0.04 M33 [Lb* ft] -6 7 4 Ix 0.057 in Cc 120.11 V33 [Lb] 0 0 3 Sx 0.114 in Bs 7.80 M2, [Lb* ft] 0 0 rx 0.361 in Ds 0.02 Iy 0.057 in Cs 147.4.9 fb 33 psi 632 737 Sy 0.114 in fb 22 psi 0 0 ry 0.361 in Fv 3,939 psi fv psi 5 5 J 0.114 in Ft 7,846 psi fa psi 654 654 ft psi 0 0 • 6063 -T6 (W) 165 pcf Fb33 psi 5,249 5,249 Ftu 15 ksi 0.50 plf Fb22 psi 5,249 5,249 Fty 11 ksi Fa psi 1,404 1,404 Fey II ksi • Fsu 11 ksi . Fb & Fa Eq 4.1.1-1 0.66 0.69 Fsy 7 ksi Fb & Fa Eq 4.1.1-2 0.59 0.61 E 10,100 ksi Ft & Fb Eq 4.1.2-1 0.12 0.14 kt 1.00 Fv, Fa, & Fb Eq 4.4 -1 0.48 0.49 kc 1.12 '1•ype 2 • I . , I NORDLING Pro;. No.: 11 -124 STRUCTURAL CHARTER MECHANICAL AWNING 4 1 ENGINEERS, LLC ROSE CITY AWNING 6775 SW 111th, Suite 200 - Beaverton OR. 97008 Date: MAY 2011 By: JHW Sheet No.: D4 •