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Report (9) RECEIVED FEB 23 2015 PROPOSED PROJECT FOR CITY OF TIGARD BViLunvu t)IVISION TEL559 681-1111 SPAN '' FAX 559 673-0600 UCENSE f 395853 CONSTRUCTION & ENGINEERING INC. WithM.SPANCONSTRUCTION.COM 0.11111 1641 HOWARD ROAD MADERA,CA 93637 I 111111111■111■111011111 STRUCTURAL CALCULATIONS FOR CoSTcoa45ØJNE PROPOSED GOSTGO WHOLESALE FUEL FAG I L I TY 1855 51^4 DARTMOUTH AVENUE TIGARD, OREGON City of Tigard Ap roved Plans h�c„sc OpFs Date o� t v � �= • o tej tAr' z OFFICE COPY ' G"" "eto 4)gcD A• FEB 1 3 2015 GERALD MELE & ASSOCIATES. INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA. 93720 (559)435-1411 FAX (559)435-1169 GERALD A. MELE, PE CONSULTING ENGINEERS AND ARCHITECTS MARTIN R. INESS ROBERT A. SANDERS 2013.001 02/13/15 B.S.E. I OF 14 BRAD S. EDWARDS CONTENTS PAGE DESIGN STATEMENT: 2 DESIGN PARAMETERS/MATERIALS: 3 LOADS: 4-29 ANALYSIS AND DESIGN: 30-63 CONNECTIONS/DEFLECTIONS 53-54 REACTIONS: 55-63 BASE PLATE AND ANCHORAGE: 64-66 FOUNDATION DESIGN: 67-70 CEILING PANEL: 71-74 DESIGN STATEMENT The canopy has been designed using a cantilevered column system in both directions. Unbalanced live/snow loads have been considered. Significant design considerations are as follows: 1. Per ASCE 7-10 section 12.2.5.2 the cantilevered column must be limited to no more than 15% stress for axial loads only. This criteria has been met. 2. The foundations and anchorage for the cantilevered column system must be designed using the seismic load combinations with over-strength factors in section 12.4.3.3. This has been done. 3. The overturning effects may be reduced 25%for the foundation design, however this is not allowed for the cantilevered column system. GERALD MELE & ASSOCIATES, INC. GM 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A.MELE,PE,SE MARTIN R. INESS, PE,SE DESIGN PARAMETERS/MATERIALS CODE: 2014 Oregon Structural Specialty Code, ASCE 7-10 DEAD LOAD: Ceiling: 6 psf Fascia: 5 psf LIVE LOAD: 20 psf SNOW: 20 psf, Ground (P9) Ce= 0.9 20.0 psf, Roof(Ps) Ct= 1.2 Is = 1.00 WIND: 120 mph Exposure: C IW= 1.00 SEISMIC: Ss= 0.979 Si = 0.424 SDS= 0.724 SDI = 0.445 Fa = 1.109 F„= 1.574 Site Class: D Design Cat.: D Rx-x= 1.25 Cantilevered Column System Rhox.x= 1.0 Cs,x-x= 0.579 RZ_Z= 1.25 Cantilevered Column System Rho = 1.0 Cs,Z-Z= 0.579 IE = 1.00 STEEL: Tubes-A500B, Wide Flanges-A992, Grade 50, Plates &Angles -A36 Bolts -A307 or F1554, Grade 36, Welds E70X0( CONCRETE: 4000 psi REBAR: Grade 60 SOILS: See Report#: 115042 Dated: 2/28/2011 By: Kleinfelder Bearing: 2000+1/3 psf Friction: 0.35 Passive: 350 pcf Frost Depth: 18" BUILDING DATA: Width = 73 ft Length = 102 ft Fascia ht.: 3 ft Fascia proj.: 0.67 ft Tributary Widths to Joists (ft) J1 = 6.8125 J5 = 6.8125 J9 = 7.625 J2 = 7.625 J6 = 6.8125 J10 = 6.8125 J3 = 7.625 J7= 7.625 J4 = 7.625 J8 = 7.625 CMU ht.: 0 ft G IRAI GERALD MELE 8 ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A.MELE,PE,SE MARTIN R.(NESS,PE,SE LOADS CEILING DEAD LOADS BEAMS 1.00 PSF CEILING JOISTS 3.40 BRACES 0.50 CEILING 2.26 • COLUMNS 1.50 ADD TO ALL JOISTS MISC. 0.50 • 9.16 PSF, SAY 9.2 PSF COMPUTER ADDS MEMBER WEIGHT AUTOMATICALLY FOR VERTICAL & SEISMIC USE: 6 PSF FOR CEILING JOISTS ADD: 5 PSF FOR FASCIA (APPLY OVER FASCIA HT.-6" WIDTH) ADD: 3 PSF FOR FIRE SUPPRESSION SYSTEM G M GERALD MELE & ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A. MELE,PE,SE MARTIN R. (NESS, PE,SE IBC WIND DESIGN WIND LOADS ON SOLID WALLS AND SIGNS ASCE 7-10 CHAPTER 29 FOR LATERAL UPLIFT FORCES ARE PER CHAPTER 27 FIGURES 27.4-4 & 27.4-7 F = gZGCfAf qZ = 0.00256 KZ Kn Kd V2 KZ = 0.9 Kzf = 1.0 Kd = 0.85 V = 120 MPH G = 0.85 qZ = 28.20 n1 = +/- 1.7Hz, therefore the canopy is rigid (Freq. performed on RISA) LATERAL LOADING Case A&B Case C CASE C APPLIES FOR A DIST.OF 2S,THEN Cf IS THE SAME AS CASE A&B Cf walls,Long'I = 1.9 2.4 (FIG.29.4-1, B/s>=73/3=24,s/h=3/17.5=0.17,SOLID SIGN ABOVE GROUND LEVEL) Cf walls,Trans. = 1.91 2.52 (FIG.29.4-1, B/s>= 102/3=34,s/h=3/17.5=0.17,SOLID SIGN ABOVE GROUND LEVEL) LONGITUDINAL VERT. WIND PER FIG. 27.4-7, MEAN ROOF HT, h = 16' ROOF ANGLE = 0 CNW roof/ = -0.8 0.8 APPLY FOR A DISTANCE h FROM WINWARD EDGE, 16' CNW roof2 = -0.6 0.5 APPLY FOR A DISTANCE BETWEEN h&2h FROM WINWARD EDGE, 16'TO 32' CNW roof2 = -0.3 0.3 APPLY FOR A DISTANCE >2h FROM WINWARD EDGE, 32'TO END TRANSVERSE VERT. WIND PER FIG. 27.4-4, MEAN ROOF HT, h = 16' ROOF ANGLE = 0 CNW roof/ = -1.1 1.2 APPLY ON WINDWARD 1/2 THE CANOPY WIDTH CNW roof2 = -0.1 0.3 APPLY ON LEEWARD 1/2 THE CANOPY WIDTH COMPONENT AND CLADDING FOR JOIST DESIGN, FIG. 30.8-2 CN = 1.2 DOWNWARD FOR ALL JOISTS SINCE TRIB. EXCEEDS 4a2 1.8 Ceiling LATERAL LOADING RESULTS Pressure= 1.5 Parapet Case A&B Case C CASE C APPLIES FOR A DIST. OF 2S,THEN C,IS THE SAME AS CASE A&B F walls = 45.5 57.5 PSF Longitudinal F walls = 45.8 60.4 PSF Transverse LONGITUDINAL UPLIFT RESULTS F roofs = -19.2 PSF 19.2 PSF Vertical for first 16' F roof2 = -14.4 PSF 12.0 PSF Vertical from 16' to 32' F roof3 = -7.2 PSF 7.2 PSF Vertical from 32' to end of canopy TRANSVERSE UPLIFT RESULTS F 1 = -26.4 PSF 28.8 PSF Vertical for windward half F 2 = -2.4 PSF 7.2 PSF Vertical for leeward half COMPONENT AND CLADDING RESULTS F = 28.8 PSF joists 43.1 PSF ceiling 42.3 PSF Parapet G M GAD ML &. ASSOCAS, NC 7337 N.ER FIRST LT. S ,SUITE 110 E FRESNOE I ,CA 93720 (559)435-1411 TE FAX(559I)435-11.69 Consulting Engineers GERALD A.MELE,PE,SE MARTIN R. (NESS,PE,SE 5 IBC SEISMIC SS = 0.979 S1 = 0.424 SITE CLASS = D Fa = 1.109 F„ = 1.574 SMS = 1.086 (= Fax Ss) SM1 = 0.668 (= Fv x S1) DESIGN SPECTRAL RESPONSE ACCELERATION Sips = 0.724 (= 2/3SMS) SD1 = 0.445 (= 2/3SM1) SEISMIC DESIGN CATEGORY = D USE EQUIVALENT LATERAL FORCE PROCEDURE, SECTION 12.8 OF ASCE 7-10, V = CsW CS = SDs/(R/I) R= 1.25 R= 1.25 IE = 1.00 Cs = 0.579 FOR LONG'L (X-X) DIRECTION 0.579 FOR TRANS. (Z-Z) DIRECTION Cs MIN. = 0.010 X-X DIR (=0.01 IF S1<0.6, ELSE Cs = 0.5S1/(R/I)) Cs MIN, = 0.010 Z-Z DIR CS MAX. = 1.224 FOR LONG'L(X-X)DIRECTION(HT=17.5 USED FOR CALC.OF"T") 1.224 FOR TRANS.(Z-Z)DIRECTION(HT.=17.5 USED FOR CALC.OF"T") (= SD1/((R/I)xT) V = 0.579 FOR LONGITUDINAL(X-X)DIRECTION 0.579 FOR TRANSVERSE(Z-Z)DIRECTION G GERALD MELE & ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A.MELE,PE,SE MARTIN R.INESS,PE,SE Design Maps Summary Report leg USGS Design Maps Summary Report Jser-Specified Input Report Title Costco -Tigard, OR Thu February 12, 2015 19:57:19 UTC 3uilding Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.43574°N, 122.75683°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III This key is not authorized for this service This key is not authorized for this service. If yo do nbtt have a key, you can obtain a free do not have a key, you can obtain a free ke y registerinb att.http://developer.mapquest. registering at http://developer.mapquest.com. SGS-Provided Output S5 = 0.979 g S„: = 1.085 g S°: = 0.724 g Si = 0.424 g Sus = 0.668 g S„ = 0.445 g w information on how the SS and Si values above have been calculated from probabilistic(risk-targeted) and aterministic ground motions in the direction of maximum horizontal response, please return to the application and __lect the"2009 NEHRP"building code reference document. MCER Response Spectrum Design Response Spectrum 0.28 1.10 0.80 0.99 0.72 0.22 0.64 0.77 0.50 0.66 01 0.42 10 0.55 , y 0.40 y 0.44 0.32 0.33 0.24 0.22 0.10 0.11 0.02 0.00 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period, T(sec) Period,T(sec) For PGA„,T., Cam, and Cal values, please view the detailed report. hough this information is a product of the U.S. Geological Survey,we provide no warranty,expressed or implied,as to the :uracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. - 7 - - http://ehp2 earthquake.wr.usgs.gov/deslgnmaps/us/summary.php.template-mammal&latitude-45.435739&loni?itude -... LOAD APPLICATIONS INPUT Wind Long'l Case A&B = 45.54 Wind Long'l Case C = 57.53 Wind Transv. Case A&B = 45.78 Wind Transv. Case C = 60.41 Wind Long'l Vert. 1 = -19.18 19.18 Wind Transv. Vert. 1 = -26.37 28.8 Wind Long'l Vert. 2 = -14.38 11.99 Wind Transv. Vert. 2 = -2.40 7.2 Wind Long'l Vert. 3 = -7.19 7.19 Wind Comp. & Cladding = 28.76 Seismic Coefficient (Z-Z) = 0.579 Trib. Width 1 = 6.81 Seismic Coefficient (X-X) = 0.579 Trib. Width 2 = 7.63 Ceiling D = 6.0 Trib. Width 3 = 7.63 Fascia D = 5.0 Trib. Width 4 = 7.63 Fascia Ht. = 3.00 Trib. Width 5 = 6.81 Canopy Width = 73.00 Trib. Width 6 = 6.81 Canopy Length (non-future) = 102.00 Trib. Width 7 = 7.63 Trib. Width 8 = 7.63 WIND Trib. Width 8 = 7.63 LONGITUDINAL (X-X) DIRECTION Trib. Width 8 = 6.81 POINT LOAD AT END OF JOISTS LONG'L WIND VERTICAL DIR. - 1 (first 16') P = WIND PRESSURE x TRIB. WIDTH x FASCIA HT. UNIFORM LOAD TO EACH JOIST Case A&B Case C W = WIND VERTICAL PRESSURE x TRIB. WIDTH P1 = 931 1176 LBS W1 = -130.6 130.6 PLF P2 = 1042 1316 LBS W2 = -146.2 146.2 PLF P3 = 1042 1316 LBS W3 = -146.2 146.2 PLF P4 = 1042 1316 LBS W4 = -146.2 146.2 PLF P5 = 931 1176 LBS W5 = -130.6 130.6 PLF P6 = 931 1176 LBS W6 = -130.6 130.6 PLF P7 = 1042 1316 LBS W7 = -146.2 146.2 PLF P8 = 1042 1316 LBS W8 = -146.2 146.2 PLF - P9 = 1042 1316 LBS W9 = -146.2 146.2 PLF P10 = 931 1176 LBS W10 = -130.6 130.6 PLF G M GERALD MELE ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435 1411 FAX(559)435 1169 Consulting Engineers GERALD A.MELE,PE,SE MARTIN R. (NESS, PE,SE LONG'L WIND VERTICAL DIR. - 2 (16' To 32') LONG'L WIND VERTICAL DIR. - 3 (32'to end) UNIFORM LOAD TO EACH JOIST UNIFORM LOAD TO EACH JOIST W = WIND VERTICAL PRESSURE x TRIB. WIDTH W = WIND VERTICAL PRESSURE x TRIB. WIDTH W1 = -98.0 81.7 PLF W1 = -49.0 49.0 PLF W2 = -109.7 91.4 PLF W2 = -54.8 54.8 PLF W3 = -109.7 91.4 PLF W3 = -54.8 54.8 PLF W4 = -109.7 91.4 PLF W4 = -54.8 54.8 PLF W5 = -98.0 81.7 PLF W5 = -49.0 49.0 PLF W6 = -98.0 81.7 PLF W6 = -49.0 49.0 PLF W7 = -109.7 91.4 PLF W7 = -54.8 54.8 PLF W8 = -109.7 91.4 PLF W8 = -54.8 54.8 PLF W9 = -109.7 91.4 PLF W9 = -54.8 54.8 PLF W10 = -98.0 81.7 PLF W10 = -49.0 49.0 PLF TRANSVERSE (Z-Z) DIRECTION TRANSV. WIND VERTICAL UNIFORM LOAD TO EACH JOIST UNIFORM LOAD TO EACH JOIST W = WIND PRESSURE x FASCIA HT./5 W = WIND UPLIFT PRESSURE x TRIB. WIDTH W Case A&B = 27.5 PLF W1 = -179.6 196.0 PLF W Case C = 36.2 PLF W2 = -201.1 219.3 PLF WC - WA&B = 8.8 PLF W3 = -201.1 219.3 PLF W4 = -201.1 219.3 PLF W5 = -179.6 196.0 PLF W6 = -16.3 49.0 PLF W7 = -18.3 54.8 PLF We = -18.3 54.8 PLF W9 = -18.3 54.8 PLF W10 = -16.3 49.0 PLF COLUMN WRAP WIND COMPONENT AND CLADDING WLONG'L = 121.6 PLF F = 28.8 PSF WTRANS. = 122.2 PLF G M GERALD MELE & ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A.MELE,PE,SE MARTIN R. INESS,PE,SE "( SEISMIC TRANSVERSE (Z-Z) DIRECTION UNIFORM LOAD TO EACH JOIST W =SEISMIC COEF.x(WIDTH x CEILING DL+2 x(FASCIA HT.-.5')x FASCIA DL)/10 W = 26.8 PLF POINT LOAD TO END OF EACH JOIST P=SEISMIC COEF.X (WIDTH x(FASCIA HT.-.5')x FASCIA DL)/10 P = 53 LBS LONGITUDINAL (X-X) DIRECTION POINT LOAD TO EACH END OF EACH JOIST P1&P10= SEISMIC COEF.X(TRIB.W1 x LENGTH x CEILING DL+(FASCIA HT.-.5') x FASCIA DL x LENGTH+2 x(FASCIA HT-.5')x TRIB.W1 x FASCIA DL)/2 P2-P9= SEISMIC COEF.X(TRIB.WX x LENGTH x CEILING DL+2 x(FASCIA HT.-.5')x TRIB.WX x FASCIA DL)/2 CANOPY WITHOUT FUTURE BAY P1 = 1626 LBS P2 = 1407 LBS P3 = 1407 LBS P4 = 1407 LBS P5 = 1257 LBS P6 = 1257 LBS P7 = 1407 LBS P8 = 1407 LBS P9 = 1407 LBS P10 = 1626 LBS G nn GERALD MELE & ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A.MELE,PE,SE MARTIN R.(NESS,PE,SE 1 0 DEAD LOADS UNIFORM LOAD TO EACH JOIST W1 = 53.4 PLF CEILING LOAD PLUS FASCIA W2 = 45.8 PLF CEILING LOAD ONLY W3 = 45.8 PLF CEILING LOAD ONLY W4 = 45.8 PLF CEILING LOAD ONLY W5 = 40.9 PLF CEILING LOAD ONLY W6 = 40.9 PLF CEILING LOAD ONLY W7 = 45.8 PLF CEILING LOAD ONLY W8 = 45.8 PLF CEILING LOAD ONLY W9 = 45.8 PLF CEILING LOAD ONLY W10 = 53.4 PLF CEILING LOAD PLUS FASCIA POINT LOAD TO END OF JOISTS DUE TO FASCIA P1 = 85 LBS P2 = 95 LBS P3 = 95 LBS P4 = 95 LBS P5 = 85 LBS P6 = 85 LBS P7 = 95 LBS P8 = 95 LBS P9 = 95 LBS P10 = 85 LBS LIVE LOADS UNIFORM LOAD TO EACH JOIST W1 = 136 PLF W2 = 153 PLF W3 = 153 PLF W4 = 153 PLF W5 = 136 PLF W6 = 136 PLF W7 = 153 PLF W8 = 153 PLF W9 = 153 PLF W10 = 136 PLF G M GERALD MELE & ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A.MELE,PE,SE MARTIN R. (NESS, PE,SE IBC SNOW LOAD AND DRIFT AT THE PARAPET DESIGN PER ASCE 7-10 SECTION 7.3 ROOF SNOW GROUND SNOW = 20 PSF Pf = 0.7XCeXCtXIXPg Ce = 0.9 Ct = 1.2 = 1.0 Pf 15.1 PSF P f,min. = 20.0 PSF FOR FLAT ROOFS Pf,min = Pg IF Pg <1= 20PSF DRIFT FASCIA HT. = 0.67 FT CANOPY LENGTH = 102 FT CANOPY WIDTH = 73 FT y = 0.13xPg + 14 = 16.6 PCF hb = Pf/y = 1.20 FT he = FASCIA proj. - hb -0.53 FT hd = (0.43 x Iuh/3 x (Pg+1 0)1/4 - 1.5) x 0.75, 0.75hd PER SEC. 7.8 hd long wails= 0.00 FT hd snort wails= 0.00 FT W long walls = -30.80 FT W short walls = -43.13 FT DRIFT long walls = 0 PSF =hxD OR 0 PLF =1/2xDRIFTxw DRIFT short walls = 0 PSF =hxD OR 0 PLF =1/2xDRIFTxw G nn GERALD MELE & ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A.MELE,PE.SE MARTIN R.INESS,PE,SE 1 SNOW LOADS UNIFORM LOAD TO EACH JOIST Full Snow 1/2 Snow W 1 = 136 PLF UNIFORM SNOW PLUS DRIFT 68 PLF Does not include drift W2 = 153 PLF UNIFORM SNOW 76 PLF W3 = 153 PLF UNIFORM SNOW 76 PLF W4 = 153 PLF 76 PLF W5 = 136 PLF 68 PLF W6 = 136 PLF 68 PLF W7 = 153 PLF 76 PLF W8 = 153 PLF 76 PLF W9 = 153 PLF 76 PLF W10 = 136 PLF 68 PLF POINT LOAD TO END OF JOISTS DUE TO SNOW DRIFT P1 = 0 LBS SIDE WALL DRIFT EXTENDS PAST FIRST JOIST P2 = 0 LBS P3 = 0 LBS P4 = 0 LBS P5 = 0 LBS P6 = 0 LBS P7 = 0 LBS P8 = 0 LBS P9 = 0 LBS P10 = 0 LBS SIDE WALL DRIFT EXTENDS PAST FIRST JOIST G nn GERALD MELE & ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A. MELE,PE,SE MARTIN R.(NESS, PE,SE 1 1 Y Z X -.085k -.095k 053k/ -. 6k/ �/-.095k 0:101691::::141 �� i;::::;;::;::il;/:i/; 085k.085k.046k/ ��095k .041 ��,A•095k 041k/ �.. ,��M� M ��!to!.046k/ �� 1 . �� k 095k.046k/ , 0 5 . ��09� ,' ��2a 41 1/.;01::::::::::::::;1.I 0 „1.0503:k 4 '�"'v`'�!�',I�� t ��1��11 �1��1�1 i1.::::�4 '��4� ��I�� 1114111111"4 4 1�"�� 1 -.085k i 10 i to„. 1111414 III∎∎. Loads:BLC 1,dead load(0) GMA BSE cos Gas Canopy-Tigard, OR Feb 12, 2015 at 2:19 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y 11 111110 1:11.!I I/1 1:.1 1 4 1 1 1 4 01 ,.� Z x 136k/ft -.153k/ft �153k/ft ��-.153k/ft �1 ��136k/t1! �� .c,-.136k/ft �� c. �� ' � 1-.153k/ft �� r �� iiiiiii�/-.153k/ �� 1 11 1 ��/ .153k/ft 7 � ��.3ac � �II�� 1 1111114"""°"114""""11� 1 � _.136km ,4 klopit0411c 4411111111„„04141 I" 11 �� l �� ► 1��' 111, Loads:BLC 2,roof snow load(joist) GMA TiS BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:19 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y W: Z x erl.r,, ww A. . 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Orr. 1,k/ft` I'� � T ...s. w 4 22k/ft Loads:BLC 3,wind+Z direction GMA �` BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:19 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y • Z X 1.176k 1.042k 1.042k 1.042k .931k .931k 1.042k 1.042k h ,!� 1.042k �� 1.176k • .122k/ . 1... , ji%100. • : .122' .122k/ 1 .122 111 T. .122k/ Loads:BLC 4,wind+X direction GMA '■.1 BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:19 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y Z X .053k k/R .40A A,...,,, 027k/ft �f '��' '�''�� r'_ 053k : x or.K ''''''--,,,._:'-'1'<, -''''' ''-•..,,,i et:=4:. -,,,A S- .i - Loads:BLC 5,seismic Z dir GMA Cpl BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y • Z X 1.626k 1.407k 1.407k 1.407k 1.257k 1.257k 1.407k 1.407k 1.407k 1.626k 411 it �1. 1... Loads:BLC 6,seismic X dir GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y /� Z x v,,� 1111 ■1 �1V iliV„ 111 V 1 ,,, 41IN ; IIIIN , Iii . ''-'' NO it . ii , Allii„ A* ) ! /ft '''.„., 000 Optila hitig„ Ilikt, 11140, o,sk, ft �ii� iiVii'i,., VV��a,,, i'I�iw� , hilii ii ''''' 41111 '''''' '''''' ''''', iiii"1111 it 1 . 4110„ NW 0111 i '-. '-, ''''. ''„,,, ' '4.4 111 1111111■1, Ihilly, iiiii'''' '''' 4 l'-'' ":: '''' '''' gic•I‘I''1-. '111;-14,iiiiiiig 1114111111111■1,/,1111'111:111111,0111:14 IIIINL,, Akii 0,11„ -",,,, "-,,, ---,,.. Jiii0,141111k■,��V ��- .11 ��V ,„ --,... ,, ,,,...„ Loads:BLC 7,Wind Uplift+Z GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y • Z X -.196k/ft -.219k/ft 1110 -.219k/ft -.219k/ft k 'I�0 li4 `ANN!.IN 11110' 111 INN 11/1 I , 11/0�. 11111 11 11 1°II -.055k/ft +,�++ �'�a,,,�. `�14 ,' �`'k�1 ,``�1 A .��`�� / 055k/ft +. t, f �� 1� r� .. 1 1�44104 IN 444. II ''k'+\ '''' '4..4 '''+► x,14%� 4, 0/1111,. , ,y4,,h ��44 1��11� ��IN .,.. N4%. 4N.„ 'N., "4411 ',Mt ,1141. 141141 ..„ N., ''i.. 'Nib 4k4„,14111k '4111111k ' , 111441- 14111%'- 1'4;1'4%. %%4 910 k4 '''+.,k,, 141141- ii.o X11%%∎ 1 '''+yet'' +''. ‘1114, 411114IN '+. Loads:BLC 8,Wind Down+Z GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y WO Z x :' k ft 11 ligt ii 1 . iiiiiPA ''' N'' 'NN '1 ft 18k/ft \\01 ::\ `.161° �� lip,.NW'.1 hill ii ika 1066.I . ,� �� ,��, � �� ` \\�`. fir.• !k 11 1 111111111.6„111 gli bi . ::ill 11111 11100,, ) k loop, .4110t,,- iiiiig NN-,,,, ''N\,, '. 'N'' quip lulu.iiiiiip NV 1 IIIIIIIIti: Alikit IiiiiiiitA '' '',4111114 '''NN'N ' ilioNiphh„ .„1116„ li 11111 1111 ,,, 111110 ,, ,1110,1 1,111 11111 ��1 Aiiii,, 111111 VANN, Loads:BLC 9,Wind Uplift-Z GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM 1�► 2013.007 Tigard 73x102 2014 OSBC.r3d Y V Z x -.049Wft \tt -.055Wft , 055Wft.055Wft !!!! !!!1 16. �1 \\\1!)% \! ! w 219k/ft.196 ,149Wft\\\ !\!!!!''! ,lad !••\ tl,tt \\\\\\ !\! -.219Wft -.219W 1��1 lit h! /1��,\4.,\.\\ �!!,'', !,, ! ! ! tt' !!\^.IV\ 1 1� �7 \ !! !! ! \! -.196Wft ��,,1 44101110* " e1/� !,t\ mitt!! Nit_ ! %,1, . \\\\! �111444i4:4111111.;;4141111111:4111/ 4;1 �I \!\I tl,t lay !!4 \\► V v4g1 !\\\\ l .4%. ' mimic ttl%t \lttt �� '1011k4111/1411:4441�� l� �� j��1.�4 !\t ,mi\ti mitt it\4h t.'l ��1'� "�� 7 111111�A!Y�= 1il�1 \tt �'tt' , c l,lit.� 1 �� \,\ 1 illp 1111th, Allipp, 411 N11111 tli t% 111/10.4411111111 444 11/11111 iliittli.4:11/11;:414 14%%t 4%%%% 100401•444444•441:11‘ ANC 4W41 Ilik, wjq pm, 4411 mlill` t ' /NI '414101 414110i Aillrii, I Ilk 41414r 410111 k41141 1111 1 1 OUIJA Ili% 44111 4'' 411911 k"114 4 00111 44 Loads:BLC 10,Wind Down-Z GMA (V BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y W 411/ Z X 4. 6., .41INI iill r ,� ill k, 111 r. ii iillt h,, ,111 ��40,•'411114, $1Lei ��i` �� `L+i ...4444- , ��.'��,�� 'Ili Alit iii444h, 1 iii 46k/ ,. '�� pr� �;�� ' i� ii� �il�� L+i asii 1 ri iiiii 1 r. .131k/ft �� '� ��0 ��i � � �� i 1�p�� i 05��i i4-4444. iiiiii iiiiii �i �� 10,40111 li: i� i tl i444444401111'44.ii i' i iiii ii i 11 iii:lA ill 1111 1�,4, iiii iiiiii ii iii i 4.‘t, .13 .tilh�� .,� 1 �ilii�,Z1 iiiii 'it�iil �.. i iiiii IN ii .0 5��r1 `114&... ii iiiiii4444% i iiiii 4444_ .� ,iiiiii iii iiii ilr•iii 41 iiiii iiii ik'144 1�i,iiii iiii ii l� iiii iii Loads:BLC 11,Wind Uplift+X GMA NO, BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM - 2013.007 Tigard 73x102 2014 OSBC.r3d Y /0• Z X -.131 k/ft -.146k/ft 11� -.146k/ft 11111 dlr 1/ Il yy 146k/ft 1111 I `� / IAN' -.131k/ft IN II a�� . 94.,w!;�Ir;, 11 131k/ft ��1 APO 'r 111 111 -.146k/ft 1111 �1��N� �� 101/ ��Il� :�a4� -.146k/ .'14 146k/ft ��"„i/ 11��"1011111111111 1�1 ��14 41!1 ;�t*+�41 1114 0 1 :�, �!!! l z� ++'++ -.131k/ft 1111 '-'1 . . rd11' �1 1 114, ''li! ! ' 3, 4!1! ++4+! 1��,, �� . �� 111 : ; �1 ++ 11�. W tit, !1111 '+4++ ��1 . `� w �� 1 111,1V �+ '41 ' 4 41! 1 '++ M' �'4°1111 111 �� ++++ '44 0 + 141 ! 4444 4444 ! !+. ,y 111111 ��A„ ! +�+!!! !��'�1►; +ddial,, ++'++!!+ 4444+!!! 4411,�� 4'"!'� ! ++'++++ -.:�, +l+ ! 011,E •!3M y! !! !4101!! '+!14,11++;i!!! 4+! !!+!! !! M l 11111 !!!!!!!!! ! +!!�,y 1411 1 !1 1 !�10! +l+++ -.,!icy+' 000 IN '+! 141! 110! 1 !!, +11104 . 1 ++ 114 ++1111+ +! 111!!!+! 4 11�:,. �•�� ti t% 1111+++l+�i 1! ! 1111+ 1111+++ 41+!1111!►5� .1!!11!1 1!1!1111 I� 1111! .+ 1111+ !11111! ! +i++ !+ Loads:BLC 12,Wind Down+X GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM ‘j1 2013.007 Tigard 73x102 2014 OSBC.r3d Y /O Z X i,t4i ii l ug' ' 1III 1it.1 i ii ��' ,it +� i iii iit. . iio iiRi ai. i iiii i iii i iii ii ° A$P �oasw iii ii.ii4 ii ii iii i4444444 ii iiii i `'!or ii ii iii ii 1` 4‘4114.ii �� II i �o!�4 L, ii ii 4i 444 ii '�� 44 11 l �� iiiii�.!ty■114 h�ii ii ii �i i ii h� �t iiil i ii Ptli� 1 i P" - '; 441 ,/,iiiii iiiiii ii iii i4 i t,i.ii i $ 14 1 10 4�' ii'iii ii ii i4♦ tL i i i i � 111 1 i0 ,0� , 111�� '4 A i iiii 4 iii Nil 11111 411111i lli �i 4 �i iii i $ NI 11 �i 1,44444 11t � 110 Ilk iiiii, �, , It' , iiii � , . NI! l 14 iii Ill. li Loads:BLC 13,Wind Uplift-X GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y /0 z x -.049Wft -.055Wft '+'++ -.055Wft %IN S14 -.049WftlsWft+++ ' !'+!l��a _.��..�,t + �� !!!�0! +++++ +� -.055Wft++ +.�+�� '+b1i��1� %��++ ++ ++� 1141 NI '++�++�� -.055Wft +' X1!1: , '� �!� -.055Wft+! +�+ +++ +++-.1h•y+�' ��'•,!'+ +',i''+ !!+ !!'!++ +++++'+�4:�., 1��,��,!! ,!!i'++yilWft ,049Wft 111140. lilt._l.�� —..��s+��jl++ ++'+!� +111+�I+++ �'+!� , 47:Nil i l��++'++ ++as�lh1/141111:91'. �/111�� :s �� ' . ';'++ �� +++�� '�'ti+ ' '++ ,��++� BWft Soli 11 +41. + 1hh 111 440% '+I% +411 1�41 X4914 ' h &4 100 '+ + .: X1111 :6W 114 i �AAAAI/-��44 A AA X4 1114 AW I ' AAI 1� . AA A IT All AAI Loads:BLC 14,Wind Down-X GMA 0 BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM V 2013.007 Tigard 73x102 2014 OSBC.r3d Y // Z X -.068k/ft -.076k/ft l�11 -.076k/ft� 111111 5�a��11l�,� -.0 6k/ 1111 53k/ft 43141OP ��11� os8aft �i sea III�� 53a��' �,�1�� Al �0-wool�� 53aft�� 1►40. 11111 01111114 '410 A0 -.076k/ft I h �1 �1�� 1 �� -.068aft �� 53k/ft �� '1�� 1��r U 411411 ��1 �� 53aft 53 ��. �0��/1 ��11� 111 4 �� 11 �'�� ' '�� 6��53 �1 � 0k g1IIIN '40111 mIl `'imo ��4 ��1 �''�� '��, t i o� 11111 '1��11 1111 I '��1 ��"� �� 6aft '�0�� 111 �014� '.111 .41;,, �, ll Nil' ��- �,� �� ,,6�� ,111 , lio N. %III 1411 't��1 �_1��41 �� /1� 1114 4°' 141 11141 14 '�11 t 4 �� 04; All %III 11111 14111010 /11111111' 4'41 .,, ti0 11414 111111 1111,011"44111 114 11$!11 41114 Illit'111 '��10.* 4111140 EMI 1•114R "loll 111 Loads:BLC 15,Unbalanced Snow GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM 2013.007 Tigard 73x102 2014 OSBC.r3d Y • Z X -.014k/ft -.014k/ft -.014k/ft ``�` ```. �� ` -.01,'r., -.014k/ft ~ 014k/ft 01 `�`�� ``.``� A. .., 41 ,11 . ■ .01' +•_ 4flft •+ +i ♦i��i `, .01 �`. •♦ `+•I 02:��,a♦ ♦a'„ .tea �..„■ �+ +i ♦♦♦+ ++'�i-`i y+♦i `` -.01......••,• ,�`�`� ■ `+i+ -.02. f,..i � +♦+ ►♦�� ♦♦+ `` �` ' i `• 41. "It 10 ■ -.122 +♦+ 02: .'i ♦�� ++♦ �♦♦� ♦+ . � ■ • ► ♦♦ •♦♦ ♦♦ -.01• d �u ■ ■ -.122k/ ♦,� -.02:,o♦�rii ♦+.. �-%;. 02:yiu D'�y�il♦' iN ' V OI Iv./� • V • 122k/ , Loads:BLC 16,Wind-Z direction GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:20 PM N 2013.007 Tigard 73x102 2014 OSBC.r3d Y f ' d`/� Z x Al., 1.-, _Ad" w .0- „dol.-i ' -It - , .. „..0 ! 4.0 , e w "di il� 11414%\%4444441141.1 400. 1 I Y / I. I ALL 5 L p P -51Ge. kl GMA BSE Costco Gas Canopy -Tigard, OR Feb 12, 2015 at 2:21 PM Q2013.007 Tigard 73x102 2014 OSBC.r3d Y Z X ✓4 ael ✓4q a• 49 as q gZl ✓6q I%as AA ✓49 4 ✓9q ✓r0 1 vie aks AO O ✓1De • ✓�0 AMO 4 0.19 ./30. o s ✓S U ..0 � O 0 ✓�oC a.).0 o O 0 , ✓80 ✓90 GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:21 PM W 2013.007 Tigard 73x102 2014 OSBC.r3d Y /�• Z x 141114 1111%1111 - :, illilli: Ilkiiio,,,.1‘, ii 4 - z A . ,., I'!1U 1E L 1 2E 411111111111111160,,111‘11 1111111111° 411111111N 3E 4E 5E •. 6E I1L D3U C3L E i •2L 8E 9E 10E 13L GMA BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:21 PM N 2013.007 Tigard 73x102 2014 OSBC.r3d Y /� Z X `1. GMA W BSE Costco Gas Canopy-Tigard, OR Feb 12, 2015 at 2:21 PM ' 2013.007 Tigard 73x102 2014 OSBC.r3d Company : GMA Feb 12, 2015 �+ IP Designer : BSE Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard, OR Global 'Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 19 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Increase Nailing Capacity for Wind? Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wall StiffnesS3 Gravity Acceleration (ft/sec^2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ I (Static Solver I Standard Skyline 1 Dynamic Solver I Accelerated Solver I Hot Rolled Steel Code AISC 14th(360-10): ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code AISC 14th(360-10): ASD (Cold Formed Steel Code AISI S100-10: ASD Wood Code AF&PA NDS-12: ASD Wood Temperature < 100F IConcrete Code ACI 318-11 Masonry Code ACI 530-11: ASD Aluminum Code AA ADM1-10: ASD- Building Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No jBad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 I Max % Steel for Column 8 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised CodelTigard 73x102 2014 OSBC.r3d] Page 1 Company : GMA Feb 12,2015 �*/�► Designer : BSE A ■`a 4041.11ti Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Global, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? No Ct Z .035 Ct X .035 T Z (sec) Not Entered T X (sec) Not Entered R Z 8.5 R X 8.5 Ct Exp. Z .75 Ct Exp. X .75 SD1 1 SDS 1 S1 1 TL (sec) Not Entered Risk Cat I or II Seismic Detailing Code ASCE 7-05 Om Z 1 Om X 1 Rho Z 1 Rho X 1 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A[in2] lyy[in4] Izz jin4] J[in4] 1 JOIST W16x26 Beam Wide Flange I A992 I RuleSet3 7.68 9.59 I 301 .262 2 BEAM W24x68 Beam Wide Flange A992 RuleSet4 20.1 70.4 1830 1.87 3 COLUMN HSS12x12x6 I Column Tube A500B , RuleSet5 16 1 357 I 357 561 Hot Rolled Steel Properties Label E[ksi] G[ksi] Nu Therm(11 E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 , A992 . 29000 11154 I .3 .65 .49 50 1.1 . 58 1.2 I 2 A500B 29000 11154 I .3 .65 .49 46 1.2 58 1.1 3 A36 I 29000 I 11154 I .3 .65 I .49 36 1.5 I 58 1.2 Joint Coordinates and Temperatures Label X[ft] Y[ft] Z[ft] Temp[F] Detach From Diap_ 1 B1L 17 0 14 50 2 B2L 17 0 28 50 3 1B 17 _ 19 - 0 50 4 , B1U 17 19 14 50 5 B2U 17 19 28 50 6 5B 17 19 30.5 50 7 C1L 51 0 14 50 8 C2L 51 0 28 50 , 9 1C 51 19 0 50 10 C1 U 51 19 14 50 11 C2U 51 19 28 50 12 5C 51 19 30.5 50 13 , B3L 17 0 56 50 14 B3U 17 19 56 50 15 C3L 51 0 56 50 16 C3U 51 19 56 50 17 3B 17 19 15.25 50 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 2 Company : GMA Feb 12, 2015 1 OF Iii C• Designer : BSE 'a# Job Number 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Joint Coordinates and Temperatures (Continued) Label X fftl Y fftl Z fftl Temp fF1 Detach From Diap... 18 3C 51 19 15.25 50 19 10B 17 19 67 50 20 10C _ 51 19 67 50 21 6A 0 19 36.5 50 22 6B 17 19 36.5 50 23 6C 51 19 36.5 50 24 7A 0 19 44.125 50 25 7B 17 19 44.125 50 26 7C 51 19 44.125 50 27 10A 0 19 67 50 , 28 4B 17 19 22.875 50 29 4C 51 19 22.875 50 , 30 8A 0 19 51.75 50 31 8B 17 19 51.75 50 32 8C 51 19 51.75 50 33 1A 0 19 0 0 _ 34 3A 0 19 15.25 0 35 5A 0 19 30.5 0 36 4A 0 19 22.875 0 37 D1L 85 0 14 50 , 38 D2L 85 0 28 50 , 39 1D 85 19 0 50 40 1E 102 19 0 50 41 D1 U 85 19 14 50 42 D2U 85 19 28 50 43 5D 85 19 30.5 50 44 D3L 85 0 56 50 45 D3U 85 19 56 50 46 3D 85 19 15.25 50 47 3E 102 19 15.25 50 48 5E 102 19 30.5 50 49 10D 85 19 67 50 50 6D 85 19 36.5 50 51 6E 102 19 36.5 50 52 7D 85 19 44.125 50 53 7E 102 19 44.125 50 54 10E 102 19 67 50 55 4D 85 19 22.875 50 56 4E 102 19 22.875 50 57 8D 85 19 51.75 50 58 8E 102 19 51.75 50 59 9A 0 19 59.375 50 60 9B 17 19 59.375 50 61 9C 51 19 59.375 50 62 9D 85 19 59.375 50 63 9E 102 19 59.375 50 64 2B 17 19 7.625 50 65 2C 51 19 7.625 50 66 2A 0 19 7.625 0 67 2D 85 19 7.625 50 68 2E 102 19 7.625 50 1 RISA-3D Version 12.0.0 [X:\...\...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 3 tr Company : GMA Feb 12, 2015 sg BS Job i Number ner :: 201E 3.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard, OR Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 C1B B1L B1U COLUMN Column Tube I A500B RuleSet5 2 C2B B2L B2U COLUMN Column Tube A500B RuleSet5 3 B2B I B1U B2U BEAM Beam Wide Flange A992 RuleSet4 4 B1 B B1U 1 B BEAM Beam Wide Flange A992 RuleSet4 5 J1 B I 1B 1C JOIST Beam Wide Flange A992 RuleSet3 6 C1C C1L C1U COLUMN Column Tube A500B RuleSet5 7 C2C 1 C2L C2U COLUMN Column Tube A500B RuleSet5 8 J1 C 1C 1D JOIST Beam Wide Flange A992 RuleSet3 9 B1C 1C C1U BEAM Beam Wide Flange A992 RuleSet4 10 B2C C1U C2U BEAM Beam Wide Flange A992 RuleSet4 11 C3B B3L B3U COLUMN Column Tube A500B RuleSet5 12 C3C C3L C3U COLUMN Column Tube A500B RuleSet5 13 J3B 3B 3C JOIST Beam Wide Flange A992 RuleSet3 . . .... ... ... ..... . 14 J3C 3C 3D JOIST _ Beam Wide Flange A992 RuleSet3 15 J5B 5B 5C JOIST Beam Wide Flange A992 RuleSet3 16 J5C 5C 5D JOIST Beam Wide Flange A992 RuleSet3 17 B3B B2U B3U BEAM Beam Wide Flange A992 RuleSet4 18 B3C C2U C3U BEAM ' - `'Beam Wide Flange A992 RuleSet4 19 J6A 6A 6B JOIST Beam Wide Flange A992 RuleSet3 20 J6B 6B 6C JOIST _ Beam Wide Flange A992 RuleSet3 21 J6C 6C 6D JOIST Beam Wide Flange A992 RuleSet3 22 J7A 7A 7B JOIST Beam Wide Flange A992 RuleSet3 _ 23 J7B 7B 7C JOIST Beam Wide Flange A992 RuleSet3 24 J7C 7C 7D JOIST Beam !Wide Flange A992 RuleSet3 25 J10A 10A 10B JOIST Beam Wide Flange A992 I RuleSet3 - 26 J10B 10B 10C JOIST Beam Wide Flange, A992 RuleSet3 27 J10C 10C 10D JOIST Beam (Wide Flange A992 RuleSet3 28 B4B B3U 10B BEAM Beam Wide Flange A992 RuleSet4 29 B4C C3U 10C BEAM Beam Wide Flange A992 RuleSet4 30 J4B 4B 4C _ JOIST Beam Wide Flange A992 RuleSet3 - 31 J4C 4C 4D JOIST Beam Wide Flange A992 RuleSet3 32 J8A : 8A 8B JOIST Beam Wide Flange A992 RuleSet3 33 J8B 8B 8C JOIST Beam Wide Flange A992 RuleSet3 34 J8C 8C 8D JOIST Beam Wide Flange A992 RuleSet3 35 J1A 1A 1B JOIST Beam Wide Flange A992 RuleSet3 36 J3A 3A 3B JOIST Beam Wide Flange A992 RuleSet3 37 J5A 5A 5B JOIST Beam Wide Flange A992 I RuleSet3 38 , J4A 4A 4B JOIST Beam Wide Flange A992 RuleSet3 39 C1D D1L D1 U COLUMN Column Tube A500B RuleSet5 40 C2D D2L D2U COLUMN Column Tube A500B RuleSet5 41 J1D 1 D 1E JOIST Beam Wide Flange A992 RuleSet3 42 B1 D 1D D1U BEAM Beam Wide Flange A992 RuleSet4 43 B2D _ D1U D2U BEAM Beam Wide Flange A992 RuleSet4 44 C3D D3L D3U COLUMN Column Tube A500B RuleSet5 45 J3D 3D _ 3E JOIST Beam Wide Flange' A992 RuleSet3 46 J5D 5D 5E JOIST Beam Wide Flange A992 RuleSet3 47 B3D D2U D3U BEAM Beam Wide Flange A992 RuleSet4 48 J6D 6D 6E JOIST . Beam ,Wide Flange A992 RuleSet3 49 J7D 7D 7E JOIST Beam Wide Flange A992 RuleSet3 50 J10D 10D 10E JOIST Beam Wide Flange A992 RuleSet3 51 B4D D3U 10D BEAM Beam Wide Flange A992 RuleSet4 52 J4D 4D 4E JOIST Beam Wide Flange A992 RuleSet3 53 J8D 8D 8E JOIST Beam Wide Flange A992 RuleSet3 54 J9A 9A 9B JOIST Beam Wide Flange A992 RuleSet3 55 _ J9B _ 9B 9C JOIST Beam Wide Flange A992 RuleSet3 56 J9C 9C 9D f JOIST Beam Wide Flange A992 RuleSet3 57 J9D 9D 9E 1 JOIST Beam Wide Flange A992 RuleSet3 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 4 7 Company : GMA Feb 12, 2015 PIFORPFOCA Designer : BSE A w Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg Section/Shape Type Design List Material Design Rules 58 I J2B 2B 2C 1 _ JOIST Beam Wide Flange A992 RuleSet3 59 J2C 2C 2D JOIST Beam Wide Flange A992 RuleSet3 60 J2A 2A 2B JOIST Beam Wide Flange A992 RuleSet3 61 J2D 2D 2E JOIST Beam Wide Flange A992 RuleSet3 Member Advanced Data Label I Release J Release I Offset[in] J Offsetfin] TIC Only Physical TOM Inactive Seismic Design ... 1 C1B BenPIN None 2 C2B BenPIN None 3 B2B BenPIN Yes None 4 BIB Yes None 5 J1B BenPIN None 6 C1C BenPIN None 7 C2C BenPIN None 8 J1C BenPIN None 9 B1C Yes None 10 B2C BenPIN . Yes None 11 C3B BenPIN None 12 C3C BenPIN None 13 J3B None 14 J3C None 15 J5B BenPIN None 16 J5C BenPIN None 17 B3B Yes None 18 B3C Yes None 19 J6A None 20 J6B BenPIN None 21 J6C BenPIN None 22 J7A None 23 J7B BenPIN None 24 J7C BenPIN None 25 J10A None 26 J10B BenPIN None 27 J10C BenPIN None 28 B4B Yes None 29 B4C Yes None 30 J4B BenPIN None 31 J4C BenPIN None 32 J8A None 33 J8B None 34 J8C BenPIN None 35 J1A None 36 J3A Yes None 37 J5A I None 38 J4A Yes None 39 C1 D _ BenPIN None 40 C2D BenPIN None 41 J1D None 42 B1D Yes None 43 B2D BenPIN Yes None 44 C3D BenPIN None 45 J3D None 46 J5D None 47 B3D Yes None 48 J6D None RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 5 Pr Company : GMA Feb 12, 2015 1.2• �►� Designer : BSE m Job Number 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical TOM Inactive Seismic Design ... 49 I J7D None 50 J100 None 51 B4D Yes None 52 J4D None 53 J8D None 54 J9A None 55 J9B None 56 J9C BenPIN None 57 J9D None 58 J2B None 59 J2C None 60 J2A Yes None _ 61 J2D ' None Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyv[ft] Lbzzfftl Lcomp top[ft] Lcomp bot[ft L-torau... Kyy Kzz Cb Function 1 C1B COLUMN 19 15 15 15 15 2.1 2.1 1 Lateral l 2 C2B COLUMN 19 15 15 15 15 2.1 2.1 1 Lateral 3 B2B BEAM 14 7.625 14 7.625 14 1 1 1 Lateral 4 B1 B BEAM 14 7.625 7.625 1 1 1 Lateral 5 J1 B JOIST 34 4 34 4 11.33 1 1 1 Lateral 6 C1C COLUMN 19 15 15 15 15 2.1 2.1 1 Lateral 7 C2C COLUMN 19 15 15 I 15 15 2.1 2.1 1 Lateral 8 J 1 C JOIST 34 4 34 4 11.33 1 1 1 Lateral 9 B1C BEAM 14 7.625 7.625 1 1 1 Lateral 10 B2C BEAM 14 7.625 14 7.625 14 1 1 1 Lateral 11 C3B COLUMN 19 15 15 15 15 2.1 2.1 1 Lateral 12 C3C COLUMN 19 15 15 15 15 2.1 2.1 1 Lateral 13 J3B JOIST 34 4 34 4 11.33 1 1 1 Lateral 14 J3C JOIST 34 4 34 4 11.33 1 1 1 Lateral 15 J5B JOIST 34 4 34 4 11.33 1 1 1 Lateral 16 J5C JOIST 34 4 34 4 11.33 1 1 1 Lateral 17 B3B BEAM 28 7.625 28 7.625 11.875 Lateral 18 B3C BEAM 28 7.625 28 7.625 11.875 Lateral 19 J6A JOIST 17 4 17 4 8.5 1 1 1 Lateral 20 J6B JOIST 34 4 34 4 11.33 1 1 1 Lateral 21 J6C JOIST 34 4 34 4 11.33 1 1 1 Lateral 22 J7A I JOIST 17 4 17 4 8.5 1 1 1 Lateral 23 J7B JOIST 34 4 34 4 11.33 1 1 1 I Lateral 24 J7C JOIST 34 4 34 4 11.33 1 1 1 Lateral 25 J10A JOIST 17 4 17 4 8.5 1 1 I 1 ! Lateral 26 J10B JOIST 34 4 34 4 11.33 1 1 1 Lateral 27 J10C JOIST 34 4 34 4 11.33 1 1 1 I Lateral 28 B4B BEAM 11 7.625 7.625 Lateral 29 B4C BEAM 11 7.625 7.625 Lateral 30 J4B JOIST 34 4 34 4 11.33 1 1 1 Lateral 31 J4C JOIST 34 4 34 4 11.33 1 1 1 Lateral 32 J8A JOIST 17 4 17 4 8.5 1 1 1 Lateral 33 J8B JOIST 34 4 34 4 11.33 1 1 1 Lateral 34 J8C JOIST 34 4 34 4 11.33 1 1 1 Lateral 35 J1A JOIST I 17 4 17 4 8.5 1 1 1 Lateral 36 J3A JOIST 17 4 17 4 8.5 1 1 1 Lateral 37 J5A JOIST 17 4 17 4 I 8.5 1 1 1 Lateral 38 J4A JOIST _ 17 4 17 4 8.5 1 1 1 Lateral 39 C1D COLUMN 19 15 15 15 15 ! 2.1 2.1 1 Lateral RISA-3D Version 12.0.0 [X:\...\...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 6 Pr r Company : GMA Feb 12, 2015 ! r !A'+ Designer : BSE ja Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard, OR Hot Rolled Steel Design Parameters (Continued) Label Shape Lenathfftl Lbwfftl Lbzzfftl Lcomp topfftl.Lcomp botfftl L-torau... Kw Kzz Cb Function 40 C2D COLUMN 19 15 15 15 15 2.1 2.1 1 Lateral 41 J 1 D JOIST 17 4 I 17 4 8.5 1 1 1 Lateral 42 B1D BEAM 14 7.625 I 7.625 , 1 1 1 Lateral 43 B2D BEAM 14 7.625 I 14 7.625 14 1 1 1 Lateral 44 C3D COLUMN 19 15 15 15 15 2.1 2.1 1 Lateral 45 J3D JOIST 17 4 1 17 4 8.5 1 1 1 Lateral 46 J5D JOIST 17 4 17 4 8.5 1 1 1 1 Lateral 47 B3D BEAM 28 7.625 I 28 7.625 11.875 I Lateral 48 J6D JOIST 17 4 17 4 8.5 1 1 1 Lateral 49 J7D JOIST 17 4 17 4 8.5 1 1 1 1 Lateral 50 J10D JOIST 17 4 17 4 8.5 1 1 1 Lateral 51 B4D BEAM 11 7.625 7.625 Lateral 52 J4D JOIST 17 4 17 4 8.5 1 1 1 Lateral 53 J8D JOIST 17 4 17 4 8.5 1 1 1 Lateral 54 J9A JOIST 17 4 17 4 _ 8.5 1 1 1 Lateral 55 J9B JOIST 34 4 I 34 4 11.33 1 1 1 Lateral 56 J9C JOIST 34 4 34 4 11.33 1 1 1 Lateral 57 J9D JOIST 17 4 17 4 8.5 1 1 1 Lateral 58 J2B JOIST 34 4 34 4 11.33 1 1 1 Lateral 59 J2C I JOIST 34 4 1 34 4 11.33 1 1 1 Lateral 60 J2A I JOIST 17 4 17 4 8.5 _ 1 1 1 Lateral 61 J2D JOIST 17 I 4 I 17 4 8.5 1 1 1 Lateral Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me...Surfacel... 1 dead load (D) DL 20 40 2 roof snow load (joist) SL 40 3 wind +Z direction WLZ 59 4 wind +X direction WLX 20 9 5 seismic Z dir ELZ 20 40 6 seismic X dir ELX 20 7 Wind Uplift +Z None 40 8 Wind Down +Z None 40 9 Wind Uplift -Z None 40 10 Wind Down -Z None 40 11 Wind Uplift +X None 60 12 Wind Down +X None 60 13 Wind Uplift -X None 60 14 Wind Down -X None 60 15 Unbalanced Snow None 40 16 • Wind -Z direction None 59 Load Combinations Description Sol...PD...SR...BLC Factor,BLC Factor BLC,F actor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DEAD LOAD ONLY IYes Y Y -1 DL 1 2 D+Lr/S Yes Y Y -1 DL 1 2 1 3 D+Lr/S (Columns) Y Y -1 DL 1 4 D+0.75S(Columns) , Y Y . -1 DL 1 2 .75 5 D+0.6WZ (UPLIFT) Yes Y Y -1 DL 1 7 .6 WLZ .6 _ 6 D+0.6WZ (DOWN) Yes Y Y -1 DL 1 8 .6 WLZ .6 7 D-0.6WZ (UPLIFT) IYes_ Y Y -1 DL 1 9 .6 l 16 .6 8 D-0.6WZ (DOWN) Yes Y Y -1 DL 1 10 .6 116 .6 9 D+0.6WX (UPLIFT) Yes Y Y -1 DL 1 11 .6 WLX .6 10 D+0.6WX (DOWN) Yes Y Y -1 DL 1 12 .6 WLX .6 RISA-3D Version 12.0.0 [X:1...1...\...\...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 7 ,a • Company : GMA Feb 12,2015 Designer : BSE Job Number : 2013.007 Checked By: T E C H N o . o c I E s Model Name : Costco Gas Canopy-Tigard,OR Load Combinations (Continued) Description Sol...PD...SR...BLEFactor 5LC Factor BLC Factor BLC Factor BLC FactoriLCFactor BLC Factor BLC Factor 11 D-0.6WX(UPLIFT) Yes Y Y -1 DL 1 13 .6 WLX -.6 12 D-0.6WX(DOWN) Yes Y Y -1 DL 1 , 14_ .6 WLX -.6 _ 13 0.6D+0.6WZ(UPLIFT) Yes Y Y -.6 DL .6 7 .6 WLZ .6 14 0.6D+0.6WZ(DOWN) Yes Y Y -.6 DL .6 8 .6 WLZ .6 15 0.6D-0.6WZ(UPLIFT) Yes Y Y -.6 DL .6 9 .6 16 .6 16 0.6D-0.6WZ(DOWN) Yes Y Y -.6 DL .6 10 .6 16 .6 17 0.6D+0.6WX(UPLIFT) Yes Y Y -.6 DL .6 11 .6 WLX .6 18 0.6D+0.6WX(DOWN) Yes Y Y -.6 DL .6 _12 .6 WLX .6 19 0.6D-0.6WX(UPLIFT) Yes Y Y -.6 DL .6 13 .6 WLX -.6 20 0.6D-0.6WX(DOWN) Yes Y Y -.6 DL .6 14 .6 WLX -.6 21 D+0.75(0.6WZ(UP)+Lr/S)Yes Y Y -1 DL 1 7 .45 WLZ .45 2 .75 22 D+0.75(0.6WZ(DOWN)...Yes Y Y -1 DL 1 8 .45 WLZ !45 2 .75 23 D+0.75(-0.6WZ(UP)+Lr/..Yes Y Y -1 DL 1 9 .45 16 .45 2 .75 24 D+0.75(-0.6WZ(DOWN)..Yes Y Y -1 DL 1 10 .45 16 .45 2 .75 25 D+0.75(0.6WX(UP)+Lr/S)Yes Y Y -1 _DL 1 11 .45 WLX .45 _ 2 .75 26 D+0.75(0.6WX(DOWN)...Yes Y Y -1 DL 1 12 .45 WLX .45 2 .75 27 D+0.75(-0.6WX(UP)+Lr/..Yes Y Y -1 DL 1 13 .45 WLX -.45 2 .75 28 D+0.75(-0.6WX(DOWN...YeS Y Y -1 DL 1 14 .45 WLX -.45 2 .75 29 D+0.75(0.7EZ+Lr/S) Yes Y Y -1 DL 1 ELZ .525 Z .3 2 .75 30 D+0.75(-0.7EZ+Lr/S)Yes Y Y -1 DL 1 ELZ-.525 Z -.3 2 .75 31 D+0.75(0.7EX+Lr/S)Yes Y Y -1 DL 1 ELX .525 X .3 2 .75 32 D+0.75(-0.7EX+Lr/S) Yes Y Y -1 DL 1 ELX-:525 X -.3 2 .75 33 (1+.14Sds)D+0.7EZ Yes Y Y -1.1 DL 1.1 ELZ .7 Z .41 34 (1+.14Sds)D-0.7EZ Yes Y Y -1.1 DL 1.1 ELZ -.7 Z -.41 35 (1+.14Sds)D+0.7EX Yes Y Y -1.1 DL 1.1 ELX .7 X .41 36 (1+.14Sds)D-0.7EX Yes Y Y -1.1 DL 1.1 ELX -.7 X -.41 37 (1+.105Sds)D+.525EZ+...Yes Y Y -1.08 DL 1.08 ELZ .525 Z .3 2 .75 38 (1+.105Sds)D-.525EZ+...Yes Y Y -1.08 DL 1.08 ELZ-.525 Z -.3 2 .75 39 (1+.105Sds)D+.525EX+..Yes Y Y -1.08 DL 1.08 ELX .525 X .3 2 .75 40 (1+.105Sds)D-.525EX+...Yes Y Y -1.08,DL 1.08 E►x2.525 X -.3 2 .75 41 (.6-.14Sds)D+.7EZ Yes Y Y -.5 DL .5 ELZ .7 Z .41 42 (.6-.14Sds)D-.7EZ Yes Y Y -.5 DL .5 ELZ -.7 Z -.41 43 (.6-.14Sds)D+.7EX Yes Y Y -.5 DL .5 ELX .7 X .41 44 (.6-.14Sds)D-.7EX Yes. Y Y -.5 DL .5 ELX -.7 X -.41 45 (1+•14Sds)D+.70M*EZ Y Y -1.1 DL_1.1 ELZ .875 Z .51 46 (1+.14Sds)D-.7OM*EZ Y Y -1.1 DL 1.1 ELZ-.875 Z -.51 47 (1+.14Sds)D+.70M*EX Y Y -1.1 DL 1.1 ELX .875 X .51 48 (1+.14Sds)D-.70M*EX Y Y -1.1 DL 1.1 ELX-.875 X -.51 49 (1+.105Sds)D+.5250M*.. Y Y -1.08 DL 1.08 ELZ .656 Z .38 2 .75 50 (1+.105Sds)D-.525OM*... Y Y -1.08 DL-1.08 ELZ-.656 Z -.38 2 .75 51 (1+.105Sds)D+.525OM*.. Y Y -1.08 DL 1.08 ELX .656 X .38 2 .75 52 (1+.105Sds)D-.5250M*... Y Y -1.08 DL 1.08 ELX-.656 X -.38 2 .75 53 (.6-.14Sds)D+.7OM*EZ Y Y -.5 DL .5 ELZ .875 Z .51 54 (.6-.14Sds)D-.70M*EZ Y Y -.5 DL .5 ELZ -.875 Z -.51 55 (.6-.14Sds)D+.7OM*EX Y Y -.5 DL .5 ELX .875 X .51 56 (.6-.14Sds)D-.70M*EX Y Y -.5 DL .5 ELX-.875 X -.51 57 D+0.7*Cd*EZ(for drift),.. Y Y -1 DL 1 ELZ .875 Z .51 58 D+0.7*Cd*EX(for drift),.. Y Y -1 DL 1 ELX .875 X .51 59 D+Unbal. Live Yes Y Y -1 DL 1 15 1 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 8 44 IIIRISA Company : GMA Feb 12,2015 Designer : BSE Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Envelope AISC 14th(360-10):ASD Steel Code Checks Member Shape Code Check Loc[ft] LC Shear...Loc[ft]pir LC Pnc/om...Pnt/om[k]Mnyy/o... Mnzz/o... Cb_ Eon 1 J4C W16x26 .782 34 22 .088 34 Iv 22154.075 229.94 13.673 65.694 1 H1-1 b 2 J4B W16x26 .782 0 22 .088 0 y 22154.075 229.94 13.673 65.694 1 Hl-lb 3 J7B W16x26 .782 0 24 .088 0 v 24 154.075 229.94 13.673 65.694 1 H1-1 b 4 J7C W16x26 .780 34 24 .088 34 ,y 24154.075 229.94 13.673 65.694 1 HI-lb 5 J8C W16x26 .779 34 24 .088 34 v 24154.075 229.94 13.673 65.694 1 Hl-lb 6 J9C W16x26 .778 34 24 .088 34 y 24154.075 229.94 13.673 65.694 1 Hl-lb 7 J 10B W16x26 .747 0 24 .083 0 v 24154.075 229.94 13.673 65.694. 1 H1-1 b 8 JIG W16x26 .745 34 22 .084 34 y 22 154.075 229.94 13.673 65.694 1 Hl-lb 9 J1 B W16x26 .743 0 22 .084 0 v 22 154.075 229.94 13.673 65.694 1 H1-1 b 10 J 10C W16x26 .740 34 24 .083 34 y 24154.075 229.94 13.673 65.694 1 H1-1 b 11 J9B W16x26 .740 0 24 .088 0 v 24 154.075 229.94 13.673 65.694 1 Hl-lb 12 J8B W16x26 .738 0 24 .088 0 y 24154.075 229.94 13.673 ,65.694 1 H1-1 b 13 J2C W16x26 .734 34 22 .080 34 v 22 154.075 229.94 13.673 65.694 1 H1-1 b 14 J3C W16x26 .733 34 22 .080 34 v 22154.075 229.94 13.673 65.694 1 Hl-lb 15 J3B W16x26 .732 0 22 .080 0 v 22154.075 229.94 13.673 65.694 1 Hl-lb 16 J2B W16x26 .731 0 22 .080 0 v 22154.075 229.94 13.673 65.694 1 Hl-lb 17 J5C W16x26 .717 34 22 .080 34 v 22 154.075 229.94 13.673 65.694 1 H1-1 b 18 J5B W16x26 .717 0 22 .080 0 v 22154.075 229.94 13.673 65.694 1 Hl-lb 19 J6C W16x26 .717 34 24 .079 34 v 24 154.075 229.94 13.673 65.694 1 H1-1 b 20 J6B W16x26 .716 0 24 .079 0 y 24154.075 229.94 13.673 65.694 1 Hl-lb 21 C3D HSS12x12x6 .700 0 36 .079 0 v 35 286.471 440.719 148.55 148.55 1 H1-1 b 22 C3B HSS12x12x6 .698 0 36 .079 ' 0 y 36 286.471 440.719 148.55 148.55 1 H1-1 b 23 B 1 B W24x68 .692 0 40 .125 0 v 22 461.066 601.796 61.128 337.623 1 Hl-lb 24 131 W24x68 .692 14 39 .125 14 y 22461.066601.796 61.128 337.623 1 H1-1b 25 J2D W16x26 .686 0 22 .071 0 v 22 175.22 229.94 13.673 83.149 1 H1-1 b 26 J7D W16x26 .686 0 24 ' .071 0 y 24. 175.22 229.94 13.673 83.149, 1 H1-1 b 27 J8D W16x26 .686 0 24 .071 0 v 24 175.22 229.94 13.673 83.149 1 H1-1 b 28 J9D W16x26 .686 0 24 .071 0 y 24 175.22 229.94 13.673 83.149 1 H1-1 b 29 J4D W16x26 .686 0 22 .071 0 v 22 175.22 229.94 13.673 83.149 1 H1-1b 30 J3D W16x26 .686 - 0 22 .071 0 y 22 175.22 229.94 13.673 83.149 1 H1-1b 31 C3C HSS12x12x6 .683 0 36 .079 0 v 36286.471440.719 148.55 148.55 1 H1-1b 32 J8A W16x26 .674 17 24 .071 17 y 24 175.22 229.94 13.673 83.149 1 H1-1b 33 J4A W16x26 .674 17 22 .071 17 v 22 175.22 229.94 13.673 83.149 1 H1-1 b 34 J7A W16x26 .674 17 24 .071 17 y 24 175.22 229.94 13.673 83.149 1 Hl-lb 35 J3A W16x26 .674 17 22 .071 17 v 22 175.22 229.94 13.673 83.149 1 H1-1 b 36 J9A W16x26 .674 17 24 .071 17 y 24 175.22 229.94 13.673 83.149 -1 Hl-lb 37 J2A W16x26 .674 17 22 .071 17 v 22 175.22 229.94 13.673 83.149 1 H1-1b 38 CID HSS12x12x6 .667 0 36 .134 0 y 35 286.471 440.719 148.55 148.55 1 H 1-lb' 39 C1B HSS12x12x6 .665 0 35 .134 0 v 36286.471440.719 148.55 148.55 1 H1-1b . 40 B2D W24x68 .658 0 22 .170 0 y 22 461.066 601.796 61.128 337.623 1 H 1-lb 41 B2B W24x68 .656 0 22 .170 0 v 22 461.066 601.796 61.128 337.623,1 H 1-lb 42 J 10D W16x26 .656 0 24 .067 0 y 24 175.22 229.94, 13.673 83.149 1 H 1-lb 43 J 1 D W16x26 .656 0 22 .067 0 v 22 175.22 229.94 13.673 83.149 1 H1-1 b 44 C1 C HSS12x12x6 .651 0 36 .135 0 v 36 286.471440.719 148.55 148.55 1 H1-1 b 45 J 1 A W16x26 .643 17 22 .067 17 v 22 175.22 229.94 13.673 83.149 1 H1-1 b 46 J 10A W16x26 .643 17 24 .067 17 y 24 175.22 229.94 13.673 83.149 1 Hl-lb 47 J5D W16x26 .635 0 22 .064 0 v 22 175.22 229.94 13.673 83.149 1 H1-1 b 48 J6D W16x26 .635 0 24 .064 0 y 24 175.22 229.94 13.673 83.149 1 H1-1b 49 C2D HSS12x12x6 .631 0 33 .098 0 v 36 286.471 440.719 148.55 148.55 1 H 1-1 b 50 J5A W16x26 .623 17 22 .064 17 y 22 175.22 229.94 13.673 83.149 1 H1-1 b 51 J6A W16x26 .623 17 24 .064 17 v 24 175.22 229.94 13.673 83.149 1 H1-1 b 52 C2B HSS12x12x6 .621 0 34 .098 0 y 35 286.471 440.719 148.55 148.55 1 H1-1 b 53 B 1 C W24x68 .565 14 39 .092 14 v 22 461.066 601.796 61.128 337.623 1 H1-1 b 54 C2C HSS12x12x6 .494 0 33 .099 0 v 35 286.471 440.719 148.55 148.55 1 H1-1 b 55 B2C W24x68 .461 0 22 .124 0 v 22461.066601.796 61.128 337.623 1 H1-1b 56 B4D W24x68 .439 0 40 .126 0 y 24 461.066 601.796 61.128 441.6171....H i-1 b RISA-3D Version 12.0.0 [X:\...\...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 1 4' Company : GMA Feb 12,2015 zo r Job Nu : BSE y: Job Number ber 2013.007 Checked B T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard, OR Envelope AISC 14th(360-10): ASD Steel Code Checks (Continued) Member Shape Code Check Loc[ftl LC Shear...Loc[ftLDir LC Pnc/om ...Pnt/om jklMnyy/o... Mnzz/o... Cb Eqn 57 B4B W24x68 .437 0 39 .126 0 I y 241461.066601.796 61.128 441.6171....H1-lb 58 B3D W24x68 .429 28 40 .147 28 y 24461.066601.796 61.128 367.528 1 H1-lb 59 B3B W24x68 I .426 28 39 .147 28 v 24461.066:601.796 61.128 367.528 1 H1-lb 60 B4C W24x68 .353 0 39 .083 0 y 24461.0661601.796 61.128 441.6171.•..H1-lb 61 B3C W24x68 .324 1 28 39 .098 28 y 124 461.0661601.796 61.128 367.528 1 H1-lb RISA-3D Version 12.0.0 [X:\...1...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 2 IiIRISA Company GMA Feb 12,2015 Designer BSE Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Envelope Member Section Forces Member Sec Axial[k] LC y Shear[kl LC z Shear[k] LC Torque[k-ft] LC y-y Mome... LC z-z Mome... LC 1 C1B 1 max 52.592 22 5.096 35 4.962 34 12.23 35 90.245 33 92.801 35 2 min -10.122 13 -5.096 36 -4.962 33 -12.236 36 -90.248 34 -92.799 36 3 2 max 52.075 22 4.884 35 4.75 34 12.23 35 44.115 33 45.393 35 4 min -10.433 13 -4.884 36 -4.75 33 -12.236 36 -44.117 34 -45.392 36 5 3 max 51.558 22 4.672 35 4.538 34 12.23 35 0 1 0 1 6 min -10.743 13 -4.672 36 -4.538 33 -12.236 36 0 1 0 1 7 C2B 1 max 10.981 24 3.515 35 4.962 34 9.11 36 90.247 33 62.748 35 8 min -1.079 15 -3.517 36 -4.962 33 -9.16 35 -90.249 34 -62.786 36 9 2 max 10.464 24 3.303 35 4.75 34 9.11 36 44.116 33 30.367 35 10 min -1.39 15 -3.305 36 -4.75 33 -9.16 35 -44.117 34 -30.386 36 11 3 max 9.947 24 3.09 35 4.538 34 9.11 36 0 1 0 1 12 min -1.7 15 -3.092 36 -4.538 33 -9.16 35 0 1 0 1 13 B2B 1 max 1.715 42 29.735 22 2.061 43 .01 26 7.325 44 219.344 22 14 min -1.716 41 -6.393 13 -2.022 44 -.003 17 -7.232 43 -44.469 13 15 2 max .718 16 18.781 22 .683 43 .044 22 .929 35 73.108 22 16 min -.493 41 -3.987 13 -.644 44 -.014 13 -.826 36 -14.196 " 13 17 3 max 1.086 6 7.242 22 .589 36 .002 10 0 1 0 1 18 min -.913 34 -1.402 13 -.574 35 -.006 59 0 1 0 1 19 B1 B 1 max 2.584 41 21.831 22 2.398 44 .01 26 19.245 43 219.344 22 20 min -2.585 42 -4.352 13 -2.353 43 -.003 17 -19.343 44 -44.469 13 21 2 max 1.361 41 10.915 22 1.46 36 .012 13 6.834 43 74.73 22 22 min -1.362 42 -1.953 13 -1.27 35 -.038 22 -7.236 44 -14.675 13 23 3 max 1.165 41 10.436 22 1.264 36 .012 13 2.301 36 0 17 24 min -1.166 42 -2.24 13 -1.074 35 -.038 22 -1.373 35 -.002 26 25 J1B 1 max .246 43 5.767 22 .625 42 0 17 4.131 41 40.402 22 26 min -.241 33 -1.261 13 -.625 41 -.002 26 -4.131 42 -7.89 13 27 2 max .428 43 1.188 22 .122 42 0 17 2.217 34 4.8 13 28 min -.241 33 -.232 13 -.121 41 -.002 26 -2.218 33 -19.724 59 29 3 max .61 43 .797 13 .382 33 0 17 0 1 0 1 30 min -.423 44 -3.39 22 -.382 34 -.002 26 0 1 0 1 31 C1C 1 max 39.029 22 5.096 35 3.981 34 12.361 35 71.608 33 92.795 35 32 min -7.829 13 -5.096 36 -3.981 33 -12.361 36 -71.607 34 -92.795 36 33 2 max 38.511 22 4.884 35 3.769 34 12.361 35 34.797 33 45.39 35 34 min -8.139 13 -4.884 36 -3.769 33 -12.361 36 -34.796 34 -45.39 36 35 3 max 37.994 22 4.672 35 3.557 34 12.361 35 0 1 0 1 36 min -8.45 13 -4.672 36 -3.557 33 -12.361 36 0 1 0 1 37 C2C 1 max 7.307 24 3.509 35 3.981 34 9.291 36 71.606 33 62.643 35 38 min -.518 15 -3.509 36 -3.981 33 -9.292 35 -71.605 34 -62.644 36 39 2 max 6.79 24 3.297 35 3.769 34 9.291 36 34.796 33 30.314 35 40 min -.828 15 -3.297 36 -3.769 33 -9.292 35 -34.795 34 -30.315 36 41 3 max 6.272 24 3.085 35 3.557 34 9.291 36 0 1 0 1 42 min -1.138 15 -3.085 36 -3.557 33 -9.292 35 0 1 0 1 43 J 1 C 1 max .612 44 3.39 22 .382 34 .002 28 0 1 0 1 44 min -.426 43 -.797 13 -.382 33 0 19 0 1 0 1 45 2 max .43 44 .232 13 .122 41 .002 28 2.217 34 4.8 13 46 min -.244 43 -1.188 22 -.122 42 0 19 -2.217 33 -18.718 22 47 3 max .248 44 1.261 13 .625 41 .002 28 4.132 41 40.402 22 48 min -.241 33 -5.767 22 -.625 42 0 19 -4.132 42 -7.89 13 49 B1C 1 max .765 33 1.594 13 1.036 44 0 1 0 1 .003 22 50 min -.763 34 -6.784 22 -1.036 43 0 1 0 1 0 13 51 2 max .962 33 1.307 13 1.232 44 0 1 7.938 44 49.166 22 52 min -.96 34 -7.262 22 -1.232 43 0 1 . -7.938 _43 -10.155 13 53 3 max 2.201 33 3.421 13 2.868 36 .001 19 20.054 44 155.464 22 54 min -2.199 34 -16.178 22 -2.868 35 -.002 9 -20.054 43 -33.608 13 55 B2C 1 max 1.224 42 21.821 22 1.594 35 .001 19 7.901 44 155.464 22 56 min -1.221 41 -5.03 13 -1.594 36 -.002 9 -7.901 43 -33.608 13 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised CodelTigard 73x102 2014 OSBC.r3d] Page 3 4 Company : GMA Feb 12,2015 Designer A iPERnAk ob Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torauetk-ft] LC y-y Mome... LC z-z Mome... LC 57 2 max .474 6 12.987 22 .698 43 .006 15 1.131 35 52.437 22 58 min -.08 38 -2.93 13 -.698 44 -.019 24 -1.131 36 -11.121 13 59 3 max 1.005 33 5.328 22 .53 36 .006 15 0 1 0 1 60 min -1.004 34 -1.189 13 -.53 35 -.019 24 0 1 0 1 61 C3B 1 max 49.256 24 5.374 35 4.963 34 4.755 36 90.261 33 98.069 35 62 min -9.342 15 -5.374 36 -4.963 33 -4.75 35 -90.264 34 -98.079 36 63 2 max 48.739 24 5.162 35 4.751 34 4.755 36 44.123 33 48.027 35 64 min -9.653 15 -5.162 36 -4.751 33 -4.75 35 -44.125 34 -48.032 36 65 3 max 48.221 24 4.949 35 4.539 34 4.755 36 0 1 0 1 66 min -9.963 15 -4.95 36 -4.539 33 -4.75 35 0 1 0 1 67 C3C 1 max 33.015 24 5.373 35 3.981 34 4.766 36 71.616 33 98.058 35 68 min -6.122 15 -5.373 36 -3.981 33 -4.766 35 -71.615 34 -98.058 36 69 2 max 32.498 24 5.161 35 3.769 34 4.766 36 34.801 33 48.021 35 70 min -6.433 15 -5.161 36 -3.769 33 -4.766 35 -34.8 34 -48.022 36 71 3 max 31.981 24 4.949 35 3.557 34 4.766 36 0 1 0 1 72 .min -6.743 15 -4.949 36 -3.557 33 -4.766 35 0 1 0 1 73 J3B 1 max .189 10 5.528 22 .486 42 0 17 2.565 41 42.825 22 74 min -.166 11 -1.435 13 -.486 ` 41 0 26 -2.565 42 -10.192 13 75 2 max .189 10 .675 22 .074 35 0 17 1.419 42 3.034 13 76 min -.18 36 -.121 . 13 -.074 36 0 26 -1.419 41 -14.677 59 77 3 max .362 35 1.194 13 .522 33 0 17 3.17 33 19.87 22 78 min -.362 36 -4.177 22 -.522 34 0 26 -3.17 34 -6.086 13 79 J3C 1 max .361 36 4.178 22 .521 34 0 28 3.161 33 19.883 22 80 min -.361 35 -1.194 13 -.521 33 0 19 -3.162 34 -6.085 13 81 2 max .189 12 .121 13 .073 35 0 28 1.419 42 3.035 13 82 min -.179 35 -.675 22 -.073 36 0 19 -1.419 41 -9.891 22 83 3 max .189 12 1.435 13 .487 41 0 28 2.575 41 42.824 22 84 min -.166 9 -5.527 22 -.487 42 0 19 -2.574 42 -10.192 13 85 J5B 1 max .217 10 5.511 22 .625 42 0 26 4.117 41 38.631 22 86 min -.232 36 -1.414 13 -.625 41 0 17 -4.117 42 -8.918 13 87 2 max .34 35 1.136 22 .121 42 0 26 2.224 34 5.327 13 88 min -.415 36 -.262 13 -.121 41 0 17 -2.224 33 -18.869 59 89 3 max .522 35 .889 13 .383 33 0 26 0 1 0 1 90 , min -.597 36 -3.238 22 -.383 34 0 17 0 1 0 1 91 J5C 1 max .524 36 3.238 22 .382 34 0 19 0 1 0 1 92 min -.599 35_ -.889 13 -.382 33 0 28 0 1 0 1 93 2 max .341 36 .262 13 .122 41 0 19 2.21 34 5.327 13 94 min -.417 35 -1.136 22 -.122 42 0 28 -2.21 33 -17.869 22 95 3 max .218 12 1.414 13 .625 41 0 19 4.147 41 38.631 22 96 min -.235 35 -5.511 22 -.625 42 0 28 -4.147 42 -8.918 13 97 B3B 1 max 3.565 34 15.718 22 2.472 35 .002 10 9.11 36 0 1 98 ,min -3.565 33 -1.449 17. -2.467 36 -.006 59 -9.16 35 0 1 99 2 max 1.08 8 .135 15 .199 35 .005 59 5.811 35 12.339 15 100 min -.843 33 -2.902 24 -.22 36 -.003 10 -5.834 36 -69.465 24 101 3 max 1.789 41 5.304 15 2.239 44 0 14 10.871 44 156.211 24 102 min -1.789 42 -25.979 24 -2.245 43 0 5 -10.895 43 -31.839 15 103 B3C 1 max 2.519 34 10.456 22 2.527 35 .006 15 9.291 36 0 1 104 min -2.519 33 -.632 13 -2.526 36 -.019 24 -9.292 35 0 1 105 2 max .738 8 .089 15 .166 35 .006 15 5.779 43 8.026 15 106 min -.597 33 -1.936 24 -.166 36 -.019 24 -5.779 44 -46.643 24 107 3 max 1.469 41 3.571 15 2.214 36 0 14 10.812 44 103.009 24 108 _min -1.468 42 -17.261 24 -2.215 35 0 5 -10.813 43 -21.905 15 109 J6A 1 max .88 43 -.041 44 .037 33 0 1 0 1 0 1 110 min -.88 36 -.096 35 -.037 34 0 1 0 1 0 1 111 2 max .971 43 .525 15 .289 33 0 1 1.385 41 10.019 24 112 min -.971 36 -2.272 24 -.289 34 0 1 -1.385 42 -2.013 15 113 3 max 1.062 43 1.1 15 .541 33 0 1 4.91 33 38.63 24 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 4 Company : GMA Feb 12,2015 Desig : BSE Job Nner umber 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearlki LC z Shearfkl LC Torauefk-ftl LC v-v Mome... LC z-z Mome... LC 114 min -1.062 36 -4.46 24 -.541 34 0 1 -4.91 34 -8.919 15 115 J6B 1 max .175 17 5.511 24 .624 42 0 26 4.115 41 38.628 24 116 min -.165 19 -1.414 15 -.624 41 0 17 -4.115 42 -8.918 15 117 2 max .268 43 1.136 24 .121 42 0 26 2.226 34 5.327 15 118 min -.221 44 -.262 15 -.121 41 0 17 -2.225 33 -18.87 59 119 3 max .45 43 .889 15 .383 33 0 26 0 1 0 1 120 min -.404 44 -3.239 24 -.383 34 0 17 0 1 0 1 121 J6C 1 max .445 44 3.239 24 .382 34 0 19 0 1 0 1 122 min -.398 43 -.889 15 -.382 _33 0 28 0 1 0 1 123 2 max .263 44 .262 15 .122 41 0 19 2.213 34 5.327 15 124 min -.216 43 -1.136 24 -.122 42 0 28 -2.213 33 -17.871 24 125 3 _max .174 19 1.414 15_ .625 41 0 19 4.141 41 38.628 24 126 min -.163 18 -5.511 24 -.625 42 0 28 -4.141 42 -8.918 15 127 J7A 1 max .985 35 -.046 _44 .037 33 0 1 0 1 0 1 128 min -.985 36 -.107 35 -.037 34 0 1 0 1 0 1 129 2 max 1.076 35 .6 15_ .289 33 0 1 1.385 33 11.119 24 130 min -1.076 36 -2.521 24 -.289 34 0 1 -1.385 42 -2.309 15 131 3 max 1.167 35 1.257 15 .541 33 0 1 4.91 33 42.86 24 132 min -1.167 36 -4.947 24 -.541 34 0 1 -4.91 42 -10.204 15 133 J7B 1 max .209 17 6.113 24 .626 42 0 17 4.153 41 42.858 24 134 min -.203 20 -1.615 15 -.626 41 0 26 -4.153 42 -10.204 15 135 2 max .323 43 1.261 24 .122 42 0 17 2.206 34 6.071 15 136 min -.303 44 -.3 15 -.122 41 0 26 -2.206 33 -21.02 59 137 3 max .505 43 1.014 15 .382 33 0 17 0 1 0 1 138 min -.485 44 -3.592 24 -.382 34 0 26 0 1 0 1 139 J7C 1 max .525 44 3.592 24 .383 34 0 28 0 1 0 1 140 min -.505 43 -1.014 15 -.383 33 0 19 0 1 0 1 141 2 max .343 44 .3 15 .121 41 0 28 2.233 34 6.071 15 142 min -.323 43 -1.261 24 -.121 42 0 19 -2.233 33 -19.816 24 143 3 max .215 19 1.615 15 .624 41 0 28 4.101 41 42.857 24 144 min -.208 18 -6.113 24 -.624 42 0 19 -4.101 42. -10.204 15 145 J10A 1 max 1.138 35 -.041 44 .037 41 0 1 0 1 0 1 146 min -1.138 44 -.097 35 -.037 34 0 1 0 1 0 1 147 2 max 1.229 35, .463 15 .289 41 0 1 1.385 41 10.452 24 148 min -1.229 44 -2.374 24 -.289 34 0 1 -1.385 42 -1.753 15 149 3 max 1.32 35 .978 15 .541 41 0 1 4.91 41 40.364 24 150 min -1.32 44 -4.664 24 -.541 34 0 1 -4.91 34 -7.878 15 151 J10B 1 max .22 17 5.766 24 .629 42 0 26 4.269 41 40.361 24 152 min -.194 20 -1.261 15 -.629 41 0 17 -4.272 42 -7.877 15 153 2 max .358 43 1.187 24 .126 42 0 26 2.147 34 4.807 15 154 min -.253 44 -.232 15 -.126 41 0 17 -2.148 33 -19.737 59 155 3 max .54 43 .797 15 .378 33 0 26 0 1 0 1 156 min -.435 44 -3.392 24 -.378 34 0 17 0 1 0 1 157 J10C 1 max .584 44 3.392 24 .386 34 0 19 0 1 0 1 158 min -.48 43 -.797 15 -.386 33 0 28 0 1 0 1 159 2 max .402 44 .232 15 .118 41 0 19 2.283 34 4.807 15 160 min -.298 43 -1.187 24 -.118 42 0 28 -2.282 33 -18.738 24 161 3 max .241 33 1.261 15 .621 41 0 19 4.004 41 40.361 24 162 min -.24 34 -5.766 24 -.621 42 0 28 -4 42 -7.877 15 163 B4B 1 max 2.521 42 22.244 24 2.445 43 0 14 15.509 44 156.211 24 164 min -2.521 41 -4.66 15 -2.453 44 0 5 -15.527 43 -31.839 15 165 2 max 1.324 42 10.808 24 1.3 35 0 15 5.979 36 58.407 24 166 min -1.324 41 -2.013 15 -1.406 36 -.007 59 -5.927 35 -11.693 15 167 3 max 1.169 42 10.431 24 1.146 35 0 15 .798 35 0 17 168 min -1.17 41 -2.239 15 -1.252 36 -.007 59 -1.33 36 0 26 169 B4C 1 max 1.964 34 14.72 24 2.542 35 0 14 15.49 36 103.009 24 170 min -1.963 33 -3.172 15 -2.542 36 0 5 -15.49 35 -21.905 15 RISA-3D Version 12.0.0 [X:\...\...1...\...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 5 biRISA Company : GMA Feb 12,2015 Designer : BSE Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shearjkl LC z Shear[k] LC Torauejk-ft] LC y-y Mome... LC z-z Mome... LC 171 2 max .919 34 7.16 24 1.174 43 0 1 6.033 44 38.348 24 172 min -.917 33 -1.369 15 -1.174 44 0 1 -6.033 43 -8.15 15 173 3 max .765 34 6.784 24 1.02 43 0 1 0 1 .001 24 174 min -.763 33 -1.595 15 -1.02 44 0 1 0 1 0 15 175 J4B 1 max .205 17 6.114 22 .624 42 0 26 4.115 41 42.905 22 176 min -.209 19 -1.615 13 -.624 41 0 17 -4.115 42 -10.218 13 177 2 max .311 43 1.262 22 .121 42 0 26 2.226 34 6.064 13 178 min -.337 44 -.301 13 -.121 41 0 17 -2.226 33 -21.004 59 179 3 max .493 43 1.014 13 .383 33 0 26 0 1 0 1 180 min -.519 44 -3.59 22 -.383 34 0 17 0 1 0 1 181 J4C 1 max .492 44 3.59 22 .382 34 0 19 0 1 0 1 182 min -.519 43 -1.014 13 -.382 33 0 28 0 1 0 1 183 2 max .31 44 .301 13 .122 41 0 19 2.216 34 6.064 13 184 min -.336 43 -1.262 22 -.122 42 0 28 -2.216 33 -19.792 22 185 3 max .204 19 1.615 13 .625 41 0 19_ 4.134 41 42.905 22 186 min -.209 17 -6.114 22 -.625 42 0 28 -4.134 42 -10.218 13 187 J8A 1 max .985 35 -.046 -44 .037 33 0 1 0 1 0 1 188 min -.985 44 -.107 35 -.037 34 0 1 0 1 0 1 189 2 max 1.076 35 .6 15 .289 33 0 1 1.385 33 11.119 24 190 min -1.076 44 -2.521 24 -.289 34 0 1 -1.385 42 -2.309 15 191 3 max, 1.167 35 1.257 15 .541 33 0 1 4.91 33 42.86 24 192 min -1.167 44 -4.947 24 -.541 34 0 1 -4.91 34 -10.204 15 193 J8B 1 max .235 10 6.112 24 .498 42 0 17 2.76 41 42.862 24 194 min -.223 11 -1.614 15 -.498 41 0 26 -2.761 42 -10.204 15 195 2 max .344 35 1.26 24 .006 33 0 17 1.429 42 6.068 15 196 min -.351 36 -.3 15 -.006 34 0 26 -1.429 41 -21.015 59 197 3 max .526 35 1.014 15 .51 33 0 17 2.954 33 .018 24 198 min -.533 36 -3.592 24 -.51 34 0 26 -2.953 34 -.006 15 199 J8C 1 max .449 36 3.592 24 .385 34 0 28 0 1 0 1 200 min -.456 35 -1.014 15 -.385 33 0 19 0 1 0 1 201 2 max .266 36 .3 15 .119 41 0 28 2.262 34 6.071 15 202 min -.274 35 -1.261 24 -.119 42 0 19 -2.262 33 -19.814 24 203 3 max .204 12 1.615 15 .622 41 0 28 4.044 41 42.862 24 204 min -.192 9 -6.113 24 -.622 42 0 19 -4.043 42 -10.204 15 205 J 1 A 1 max 1.138 43 -.041 44 .037 41 0 1 0 1 0 1 206 min -1.138 36 -.097 35 -.037 42 0 1 0 1 0 1 207 2 max 1.229 43 .463 13 .289 41 0 1 1.385 41 10.452 22 208 min -1.229 36 -2.374 22 -.289 42 0 1 -1.385 34 -1.753 13 209 3 max, 1.32 43 .978 13 .541 41 0 1 4.91 41 40.364 22 210 min -1.32 36 -4.664 22 -.541 42 0 1 -4.91 42 -7.878 13 211 J3A 1 max .985 35 -.046 44 .037 33 0 1 0 1 0 1 212 min -.985 44 -.109 39 -.037 42 0 1 0 1 0 1 213 _ 2 max 1.076 35 .6 13 .289 33 0 1 1.385 33 11.119 22 214 min -1.076 44 -2.521 22 -.289 42 0 1 -1.385 42 -2.309 13 215 3 max 1.167 35 1.257 13 .541 33 0 1 4.91 33 42.86 22 216 min -1.167 44 -4.947 22 -.541 42 0 1 -4.91 42 -10.204 13 217 J5A 1 max .88 43 -.041 44 .037 41 0 1 0 1 _ 0 1 218 min -.88 44 -.096 35 -.037 34 0 1 0 1 0 1 219 2 max .971 43 .525 13 .289 41 0 1 1.385 41 10.019 22 220 min -.971 44 -2.272 22 -.289 34 0 1 -1.385 34 -2.013 13 221 3 max 1.062 43 1.1 13 .541 41 0 1 4.91 41 38.63 22 222 min -1.062 44 -4.46 22 -.541 34 0 1 -4.91 34 -8.919 13 223 J4A 1 max .985 35 -.046 44 .037 33 0 1 0 1 0 1 224 min -.985 36 -.107 35 -.037 42 0 1 0 1 0 1 225 2 max 1.076 35 .6 13 .289 33 0 1 1.385 33 11.119 22 226 min -1.076 36 -2.521 22 -.289 42 0 1 -1.385 42 -2.309 13 227 3 max 1.167 35 1.257 13 .541 33 0 1 4.91 33 42.86 22 RISA-3D Version 12.0.0 [X:1...1...1...1...1Caics\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 6 47 hiRISA Company : GMA Feb 12,2015 Designer : BSE Job Number 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearfkl LC z Shearfki LC Tormmefk-ftl LC y-v Mome... LC z-z Mome... LC 228 min -1.167 36 -4.947 22 -.541 42 0 1 -4.91 42 -10.204 13 229 C1D 1 max 52.592 22 5.096 35 5.044 34 12.236 35 91.816 33 92.799 35 230 min -10.122 13 -5.096 36 -5.044 33 -12.231 36 -91.814 34 -92.801 36 231 2 max 52.075 22 4.884 35 4.832 34 12.236 35 44.901 33 45.392 35 232 min -10.433 13 -4.884 36 -4.832 33 -12.231 36 -44.9 34 -45.393 36 233 3 max 51.557 22 4.672 35 4.62 34 12.236 35 0 1 0 1 234 min, -10.743 13 -4.672 36 -4.62 33 -12.231 36. 0 1 0 1 235 C2D 1 max 10.981 24 3.517 35 5.045 34 9.16 36 91.818 33, 62.787 35 236 min -1.079 15 -3.515 36 -5.045 33 -9.109 35 -91.817 34 -62.749 36 237 2 max 10.464 24 3.305 35 4.832 34 9.16 36 44.902 33 30.386 35 238 min -1.39 15 -3.303 36 -4.833 33 -9.109 35 -44.901 34 -30.367 36 239 3 max 9.947 24 3.092 35 4.62 34 9.16 36 0 1 0 1 240 min -1.7 15 -3.09 36 -4.62 33 -9.109 35 0 1 0 1 241 J1 D 1 max 1.32 44 4.664 22 .541 42 0 1 4.91 33 40.364 22 242 min, -1.32 35 -.978 ` 13 -.541 33 0 1 -4.91 42 -7.878 13 243 2 max 1.229 44 2.374 22 .289 42 0 1 1.385 41 10.452 22 244 min -1.229 35 -.463 13 -.289 33 0 1 -1.385 34 -1.753 13 245 3 max 1.138 44 .097 36 .037 42 0 1 0 1 0 1 246 min -1.138 35 .041 43 -.037 33 0 1 0 1 0 1 247 B1 D 1 max 1.165 41 2.24 13, 1.071 36 .038 22 2.291 35 0 19 248 min -1.166 42 -10.437 22 -1.261 35 -.012 13 -1.363 36 -.002 28 249 2 max 1.361 41 1.953 13 1.267 36 .038 22 6.826 44 74.732 22 250 min -1.362 42 -10.915 22 -1.457 35 -.012 13 -7.228 43 -14.676 13 251 3 max 2.584 41 4.352 13 2.351 44 .003 19 19.238 44 219.348 22 252 min -2.586 42 -21.831 22 -2.395 43 -.01 28 -19.337 43 -44.47 13 253 B2D 1 max 1.793 42. 29.735 22, 2.024 43 .003 19 7.225 44 219.348 22 254 min -1.794 41 -6.393 13 -2.064 44 -.01 28 -7.317 43 -44.47 13 255 2 max .809 16 18.781 22 .645 43 .014 13 .828 35 73.11 22 256 min -.57 41 -3.987 13 -.685 44 -.045 22 -.931 36 -14.196 13 257 3 max 1.133 6 7.242 22 .573 36 0 27 0 1 0 1 258 min -.837 34 -1.402 13 -.588 35 -.005 59 0 1 0 1 259 C3D 1 max 49.256 24 5.372 35 5.045 34 4.742 36 91.836 33 98.029 35 260 min -9.343 15 -5.371 36 -5.046 33 -4.746 35 -91.834 34 -98.019 36 261 2 max 48.739 24 5.159 35 4.833 34 4.742 36 44.911 33 48.007 35 262 min -9.653 15 -5.159 36 -4.833 33 -4.746 35 -44.91 34 -48.002 36 263 3 max 48.222 24 4.947 35 4.621 34 4.742 36 0 1 0 1 264 min -9.963 15 -4.947 36 -4.621 33 -4.746 35 0 1 0 1 265 J3D 1 max 1.167 36 4.947 22 .541 34 0 1 4.91 33 42.86 22 266 min -1.167 35 -1.257 13 -.541 33 0 1 -4.91 42 -10.204 13 267 2 max_ 1.076 36 2.521 22 .289 34 0 1 1.385 33 11.119 22 268 min -1.076 35 -.6 13 -.289 33 0 1 -1.385 42 -2.309 13 269 3 max .985 36_ .109 40 .037 34 0 1 0 1 0 1 270 min -.985 35 .046 43 -.037 33 0 1 0 1 0 1 271 J5D 1 max 1.062 36, 4.46 22 .541 42_ 0 1 4.91 33 38.63 22 272 min -1.062 43 -1.1 13 -.541 33 0 1 -4.91 42 -8.919 13 273 2 max .971 36 2.272 22 .289 42 0 1 1.385 33 10.019 22 274 min -.971 43 -.525 13 -.289 33 0 1 -1.385 42 -2.013 13 275 3 max .88 36 .096 36 .037 42 0 1 0 1 0 1 276 min -.88 43 .041 43 -.037 33 0 1 0 1 0 1 277 B3D 1 max 3.723 34 15.718 22 2.467 35 0 27 9.16 36 0 1 278 min -3.723 33 -1.449 19 -2.473 36_ -.005 59 -9.109 35 0 1 279 2 max 1.237 8 .135 15 .218 35 .006 59 5.823 35 12.34 15 280 min -.999 33 -2.902 24 -.197 36 -.001 19 -5.8 36 -69.469 24 281 3 max 1.756 41 5.304 15 2.304 44 0 5 11.075 44 156.212 24 282 min -1.757 42 -25.98 24 -2.298 43 0 14 -11.049 43 -31.839 15 283 J6D 1 max 1.062 44 4.46 24 .541 34_ 0 1 4.91 33 38.63 24 284 min -1.062 35 -1.1 15 -.541 33 0 1 -4.91 34 -8.919 15 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised CodelTigard 73x102 2014 OSBC.r3d] Page 7 Company GMA Feb 12,2015 VOIERilieiikk qtr''+ Designer BSE Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard, OR Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[kl_ LC z Shear[k] LC Torque[k-ft] LC -y Mome... LC z-z Mome... LC 285 2 max .971 44_ 2.272 24 .289 34 0 1 J 1.385 41 10.019 24 286 min -.971 35 -.525 15 -.289 33 0 1 -1.385 42 -2.013 15 287 3 maxi .88 441 .096 36 .037 34 0 1 0 1 0 1 288 min -.88 35 .041 43 -.037 33 0 1 0 1 0 1 289 J7D 1 maxi 1.167 36 4.947 24 .541 34 0 1 4.91 33 42.86 24 290 min -1.167 43 -1.257 15 -.541 33 0 1 -4.91 34 -10.204 15 291 2 max 1.076 36 2.521 24 .289 34 0 1 1.385 33 11.119 24 _292 min -1.076 43 -.6 15 -.289 33 0 1 -1.385 34 -2.309 15 293 3 max .985 36 .107 36 .037 34 0 1 0 1 0 1 294 min -.985 43 .046 43 -.037 33 0 1 0 1 0 1 295 J10D 1 max 1.32 44 4.664 24 .541 34 0 1 4.91 41 40.364 24 _296 min -1.32 35 -.978 15 -.541 41 0 1 -4.91 34 -7.878 15 297 2 max 1.229 44 2.374 24 _ .289 34 0 1 1.385 41 10.452 24 298 min -1.229 35 -.463 15 _ -.289 41 0 1 -1.385 34 -1.753 15 299 3 max 1.138 44 .097 36 .037 34 0 1 0 1 0 1 300 min -1.138 35 .041 43 -.037 41 0 1 0 1 0 1 301 B4D 1 maxi 2.631 42 22.244 24 2.391 43 0 5 15.7 44 156.212 24 302 min -2.633 41 -4.66 15 -2.384 44 0 14 -15.678 43 -31.839 15 303 2 max 1.315 42 10.808 24 1.361 35 .003 24 5.676 36 , 58.407 24 304 min -1.316 41 -2.013 15 -1.255 36 -.004 59 -5.73 35 -11.693 15 305 3 max 1.161 42 10.431 24 1.207 35 .003 24 1.333 35 0 19 306 min -1.162 41 -2.239 15 -1.101 36 -.004 59 -.918 34 0 28 307 J4D 1 max 1.167 36 4.947 22 .541 34 0 1 1 4.91 33 42.86 22 308 min -1.167 35 -1.257 13 -.541 33 0 1 -4.91 34 -10.204 13 309 2 max 1.076 36 2.521 22 .289 34 0 1 1.385 41 11.119 22 310 min -1.076 35 -.6 13 -.289 33 0 1 -1.385 42 -2.309 13 311 r 3 max .985 36 .107 36 .037 34 0 1 0 1 0 1 312 min -.985 35 .046 43 -.037 33 0 1 0 1 0 1 313 J8D 1 max 1.167 36 4.947 .24 .541 34 0 1 4.91 33 42.86 24 314 min -1.167 35 -1.257 15 -.541 33 0 1 -4.91 42 -10.204 15 315 2 max 1.076 361 2.521 24 .289 34 0 1 1.385 41 11.119 24 316 min -1.076 35 -.6 15 -.289 33 0 1 -1.385 42 -2.309 15 317 3 max .985 36 .107 36 .037 34 0 1 0 1 0 1 318 min -.985 35 .046 43 -.037 33 0 1 0 1 0 1 319 J9A 1 max .985 43 -.046 44 .037 41 0 1 0 1 0 1 320 min -.985 44 -.107 35 -.037 42 0 1 0 1 0 1 321 2 max 1.076 43 .6 15 .289 41 0 1 1.385 33 11.119 24 322 min -1.076 44 -2.521 24 -.289 42 0 1 -1.385 42 -2.309 15 323 3 max 1.167 431 1.257 15 .541 41 0 1 4.91 33 42.86 24 324 min -1.167 44 -4.947 24 -.541 42 0 1 -4.91 42 -10.204 15 325 J9B 1 max .258 10 6.113 24 .503 42 0 26 2.832 41 42.862 24 326 min -.284 36 -1.615 15 -.502 41 0 17 -2.836 42 -10.205 15 327 2 maxi .368 35 1.261 24 .088 36 0 26 1.43 34 6.07 15 328 min -.466 36 -.3 15 -.088 35 0 17 -1.43 33 -21.018 59 329 . 3 max .55 35 1.014 15 .505 33 0 26 2.879 33 0 5 330 min -.649 36 -3.592 24 -.505 34 0 17 -2.875 34 0 14 331 J9C 1 max .569 36 3.592 24 .386 34 0 19 0 1 0 1 332 min -.667 35 -1.014 15 -.386 33 0 28 0 1 0 1 333 2 max .387 36 I .3 15_ .118 41 0 19 2.283 34 6.07 15 334 min -.484 35 -1.261 24 -.118 42 0 28 -2.282 33 -19.814 24 335 3 max .269 12 1.615 15 .621 41 0 19 4.004 41 42.863 24 336 _ min -.302 35 -6.113 24_ -.621 42 0 28 -4.001 42 -10.205 15 337 J9D 1 max 1.167 36 4.947 24 .541 34 0 1 4.91 41 42.86 24 338 min -1.167 35 -1.257 15 -.541 41 0 1 -4.91 34 -10.204 15 339 2 max 1.076 36 2.521 24 .289 34 0 1 1.385 33 11.119 24 340 min -1.076 35 -.6 15 -.289 41 0 1 -1.385 42 -2.309 15 341 3 maxi .985 361 .107 136 .037 34 0 1 1 0 1 0 1 RISA-3D Version 12.0.0 [X:\...\...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 8 44 r Company : GMA Feb 12, 2015 " r r/►" it Designer : BSE Job Number 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v ShearfkLLC z Shearfkl LC Torauefk-ftl LC v-v Mome... LC z-z Mome... LC 342 min -.985 35 .046 43 -.037 41 0 1 0 1 0 1 343 J2B 1 max .281 35 5.487 22, .486 42 0 17 3.228 36 42.813 22 344 min -.431 36 -1.429 13 -.486 41 -.001 26 -3.232 35 -10.19 13 345 2 maxi .463 35 .635 22 .189 35 0 17 1.42 ,42 2.922 13 346 min -.614 36 -.114 13 -.189 36 -.001 26 -1.42 41 -14.208 59 347 3 max .645 35 1.2 13 .522 33 0 17 3.196 35 21.222 22 348 min -.796 36 -4.217 22 -.522 34 -.001 26 -3.194 36 -6.31 13 349 J2C 1 max .646 36 4.217 22 .521 34 .001 28 3.176 36 21.222 22 350 min -.796 35 -1.2 13 -.521 33 0 19 -3.175 35 -6.31 13 351 I 2 max .463 36 .114 13 .188 35 .001 28 1.42 42 2.922 13 352 min -.614 35 -.635 22 -.188 36 0 19 -1.42 .41 -9.228 22 353 3 max .281 _36 1.429 _ 13 .486 41 .001 28 3.209 , 35 42.813 1 22 354 min -.432 35 -5.487 22 -.486 42 0 19 -3.212 36 -10.19 13 355 J2A 1 max .985 _43 -.046 44 .037 33 0 1 _ 0 1 0 1 356 min -.985 44 -.109 39 -.037 42 0 1 0 1 0 1 357 2 max 1.076 _43 .6 13 .289 33 0 , 1 1.385 33 11.119 22 358 min -1.076 44 -2.521 22 -.289 42 0 1 -1.385 42 -2.309 13 359 3 max 1.167 43 1.257 _ 13 .541 331 0 1 4.91 33 42.86 22 360 min -1.167 44 -4.947 22 -.541 42 0 1 -4.91 42 -10.204 13 361 J2D 1 max 1.167 36 4.947 22 .541 34 0 1 4.91 41 42.86 22 362 min -1.167 43 -1.257 13 -.541 _41 0 1 -4.91 42 -10.204 13 363 2 max 1.076 36 2.521 22 .289 34 0 1 1.385 41 11.119 22 364 min -1.076 43 -.6 13 -.289 41 0 1 -1.385 42 -2.309 13 365 3 Imaxl .985 36 .109 40_ .037 _34 0 1 0 1 0 1 366 min -.985 43 .046 43 -.037 41 0 1 0 1 0 1 RISA-3D Version 12.0.0 [X:\...1...1...\...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 9 hiFticit Company : GMA Feb 12,2015 Designer : BSE Job Number 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard, OR Envelope Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[k-ftj LC MY[k-ft] LC MZ[k-ft] LC 1 B1L max 4.841 44 52.592 22 4.725 42 90.248 34 12.23 35 92.801 135 2 min -4.841 43 -10.122 13 -4.724 41 -90.245 33 -12.236 36 -92.799 36 3 B2L max 3.475 36 10.981 24 4.903 34 90.249 34 9.11 36 62.748 35 4 min -3.473 35 -1.079 15 -4.902 33 -90.247 33 -9.16 35 -62.786 36 5 C1L max 4.886 36 39.029 22 3.844 42 71.607 34 12.361 35 92.795 35 6 min -4.886 35 -7.829 13 -3.844 41 -71.608 33 -12.361 36 -92.795 36 7 C2L max 3.48 36 7.307 24 3.948 34 71.605 34 9.291 36 62.643 35 8 min -3.48 35 -.518 15 -3.948 33 -71.606 33 -9.292 35 -62.644 36 9 B3L max 5.115 44 49.256 241 4.734 42 90.264 34 I 4.755 36 98.069 35 10 min -5.115 43 -9.342 15 -4.734 41 -90.261 33 -4.75 35 -98.079 36 11 C3L max 5.181 36 33.015 24 3.854 42 71.615 341 4.766 36 98.058 35 12 min -5.181 35 -6.122 15 -3.855 41 -71.616 33 1 -4.766 35 -98.058 36 13 D1 L max 4.841 44 52.592 22 4.803 42 91.814 34 12.236 35 92.799 35 14 min -4.841 43 -10.122 13 -4.803 41 -91.816 33 -12.231 36 -92.801 36 15 D2L max 3.473 36 10.981 24 4.984 34 91.817 34 9.16 36 62.787 35 16 min -3.475 35 -1.079 15 -4.984 33 -91.818 33 -9.109 35 -62.749 36 17 D3L max 5.112 44 49.256 1 24 4.812 42 91.834 34 4.742 36 98.029 35 18 • min -5.113 43 -9.343 15 -4.812 41 -91.836 33 -4.746 35 -98.019 36 19 Totals: max 40.274 36 270.925 24 40.403 42 20 min -40.274 35 -4.882 15 -40.403 41 I RISA-3D Version 12.0.0 [X:\...\...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 10 Company : GMA Feb 12,2015 IIIRISA Desig : BSE Job Nner umber : 2013.007 Checked By T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Envelope Drift Report Story Joint X-Drift fin] LC Ht f°!sj Joint Y-Drift[in LC Ht[%] Joint Z-Drift[in] LC Ht[%], 1 1 max B2U 1.559 35 .684 B2U 2.254 33 .988 2: .. min B2U -1.56 36 .684 B2U -2.254 34 .988 Company : GMA Feb 12,2015 III IS Desig : BSE Job Nner umber : 2013.007 Checked By T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Story Drift LC Story Joint(X) X Drift[inl %of Ht Joint(Y) Y Drift[in] %of Ht Joint(Z) Z Drift[in] %of Ht , 1 57 I 1 B2U -.03 .013 I I B2U I 2.799 1.228 • I NRiSA Company : GMA Feb 12,2015 Designer : BSE Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Story Drift LC Story Joint(X) X Drift[in] %of Ht Joint(Y) Y Drift[in] %of Ht Joint(Z) Z Drift[in] %of Ht 1 158 I 1 B2U 1.938 .85 B2U I -.036 I .016 Deflection Checks Beam Leant. = 14 ft Lspan = 28 ft Acant. = 1.096 inches Aspen = 0.221 inches Ncant. = 307 = 2*Lcant*12 11cant Nspan = 1520 = Lspan*12/Aspan Joist Leant. = 17 ft Lspan = 34 ft Ocant. = 1.067 inches Aspen = 0.601 inches Ncant. = 382 = 2*Lcant*12/Ocant Nspan = 679 = Lspan*12/Aspan Member deflections are ok Story Drift New Amax = 2.799 inches Aseis,design= 2.799 inches H = 19ft Aaliowed= 4.56 inches, = 0.02*H*12 Story drift is ok Beam to Column Connection Max Vertical Reaction = 53 Kips Min Vertical Reaction = -11 Kips Max Lateral Reaction = 5.2 Kips Lateral X Direction = 5.2 Kips Web Check Flange Check AISC Section J10 Bolt Gage = 5.5 inches Length of Bearing = 18 inches T = 22.4 kips Beam Size = W24X68 fb = 40.0 ksi tW = 0.415 inches Mn/QDesign = 29.9 ksi tf = 0.585 inches Flange Stiffener is Required k1 = 1.063 inches d = 23.7 inches bf = 9.0 inches Fy = 50 KSI E = 29000 KSI Rn/Q = 322 kips Web Local Yielding Rn/Q = 233 kips Web Crippling Rn/QDes;gn = 233 kips OK Bolts Dia. = 1 Inches Vail. = 18.8 Kips, each OK (ASD Conserv.) 28.3 Kips, each OK (Ult.) (4) 1" A325 diameter bolts @ 5.5"x15" gage Cap Plate Consider the cap plate fixed at the cantilevered ends and simple supported on the other sides Reference Roark's Formulas for Stress & Strain, 6th Edition Fy, plate = 36 ksi Mn/QDeslgn = 21.6 ksi Plate Thickness = 1 inches Cantilever Length = 3 inches Column width/length = 12 inches Plate Width = 14 Inches Cantilevered Stress (down) = 3.79 ksi OK Cantilevered Stress (uplift) = 2.36 ksi OK Span Stress = 12.67 ksi OK Use 14" x 18" x 1" cap plate 12S C \01,1S Company : GMA Feb 13, 2015 1111R1SADesig : Job N umber ner 201BSE 3.007 Checked By: T E c H N o L o G I E s Model Name : Costco Gas Canopy-Tigard,OR Joint Reactions LC Joint Label X[,k] Y[k] Z[k] MX jk-ft] MY[k-ft] MZ[k-ft] 1 1 B1L 0 16.858 0 0 0 0 2 1 B2L 0 3.935 0 0 0 0 3 1 C1L 0 12.237 0 0 0 0 4 1 C2L 0 2.92 0 0 0 0 5 1 B3L 0 15.728 0 0 0 0 6 1 C3L 0 10.663 0 0 0 0 7 1 D1L 0 16.858 0 0 0 0 8 1 D2L 0 3.935 0 0 0 0 9 1 D3L 0 15.728 0 0 0 0 10 1 Totals: 0 98.862 0 11 I 1 COG (ft): X: 51 Y: 18.105 Z: 33.422 12 2 B1L 0 42.453 0 0 0 0 13 2 B2L 0 9.41 0 0 0 0 14 2 C1L 0 31.429 0 0 0 0 15 1 2 C2L _ 0 _ 6.229 0 0 0 _ 0 16 2 B3L 0 39.909 0 0 0 0 17 2 C3L 0 26.784 0 0 0 0 18 2 D1L 0 42.453 0 0 0 0 19 2 D2L 0 9.41 0 0 0 0 20 2 D3L 0 39.909 0 0 0 0 21 2 Totals: 0 247.986 0 22 2 COG (ft): X: 51 Y: 18.643 Z: 33.469 23 5 B1L -.005 -3.378 -2.878 -43.58 .109 .097 24 5 B2L .023 2.669 -2.835 -43.575 .027 -.438 25 5 C1 L -.007 -2.934 -2.49 -36.343 .154 .123 26 5 C2L .02 2.345 -2.458 -36.338 .095 -.388 27 5 B3L -.013 13.685 -2.755 -43.567 -.421 .264 28 5 C3L -.013 9.3 -2.417 -36.332 -.394 .26 29 5 D1L -.008 -3.378 -2.949 -44.915 .206 .153 30 5 D2L .017 2.669 -2.904 -44.91 .184 -.32 31 5 D3L -.013 13.685 -2.823 -44.903 -.452 .267 32 5 Totals: 0 34.663 -24.511 33 5 COG (ft): X: 51 Y: 16.448 Z: 61.535 34 6 B1L -.005 38.906 -2.693 -46.14 .112 .111 35 6 B2L .023 5.9 -2.944 -46.133 .027 -.443 36 6 C1 L -.007 28.765 -2.378 -37.911 .158 .137 37 6 C2L .02 3.937 -2.531 -37.905 .096 -.392 38 6 B3L -.013 21.249 -2.827 -46.124 -.428 .275 39 6 C3L -.014 14.343 -2.466 -37.898 -.401 .271 40 6 D1L -.008 1 38.907 -2.758 -47.568 .21 .168 41 6 D2L .017 5.9 -3.018 -47.561 .186 -.324 42 6 D3L -.014 21.249 -2.896 -47.552 -.46 .278 43 6 Totals: 0 179.156 -24.511 44 6 COG (ft): X: 51 Y: 18.506 Z: 28.557 45 7 B1L -.003 15.05 2.746 43.576 -.043 .069 46 7 B2L -.019 .495 2.851 43.582 -.147 .354 47 7 C1 L -.003 10.881 2.387 35.927 -.06 .059 48 7 C2L -.019 .651 2.447 35.93 -.144 .352 49 7 B3L .022 -3.051 2.877 43.6 .633 -.41 50 7 C3L .021 _ -1.857 2.462 35.942 .603 -.401 51 7 D1 L -.003 1 15.05 2.832 45.283 -.076 .05 52 7 D2L -.019 .495 2.941 45.29 -.127 .359 53 7 D3L _ .022 -3.051 2.968 45.311 .745 -.411 54 7 ! Totals: 0 34.663 24.511 55 7 COG (ft): _ X: 51 Y: 16.448 Z: 5.018 56 8 B1L -.003 22.382 2.82 46.176 1 -.044 .07 RISA-3D Version 12.0.0 [X:1...\...\...1...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 1 7 Company : GMA Feb 13,2015 Designer : BSE Job Number : 2013.007 Checked By: T E 1 i I C H N O O G L ES Model Name : Costco Gas Canopy-Tigard,OR Joint Reactions (Continued) LC Joint Label X jk] Y[k] Z[, MX[k-ft] MY[k-ft] MZ[k-ft] 57 8 B2L -.019 7.854 2.931 46.183 -.144 .362 58 8 C1L .003 16.378 2.429 37.41 -:062 .06 59 8 C2L -.019 5.46 2.496 37.414 -.142 .359 60 8 B3L .021 36.25 2.716 46.204 .644 -.462 61 8 C3L .022 24.344 2.382 37.428 .614 -.452 62 8 D1L .002 22.382 2.909 48 -.079 .051 63 8 D2L -.019 7.854 3.025 48.008 -.125 .365 64 8 D3L .021 36.251 2.801 48.033 .758 -.464 65 8 Totals: 0 179.156 24.511 66 8 COG (ft): X:51 Y: 18.506 Z:,38.357 67 9 B1 L -2.822 3.572 .02 .392 4.572 43.462 68 9 B2L -2.25 1.191 .021 .391 -3.081 32.242 69 9 C1L -2.788 8.299 .008 .16 4.63 43.46 70 9 C2L 2.243' 2.234' .008 .161 -3.123 32.201 71 9 B3L -2.909 3.42 .02 .389 -2.033 45.1 72 9 C3L -2.88 7.326 .008'' .161 -2.036 45.105 73 9 D1L -2.767 11.305 -.028 -.561 4.581 43.468 74 9 D2L -2.243 2.755 .029 -:56 -3.063 32.254 75 9 D3L -2.856 10.505 -.028 -.558 -2.028 45.097 76 9 Totals: -23.759 50.608 0 77 9 COG (ft): X: 62.008 Y: 17.252 Z: 33.347 78 10 B1L -2.724 29.665 .02 .421 4.748 45.31 79 10 B2L -2.264 6.568 .022 .419 -3.17 33.041 80 10 "C1 L -2.826 15.827 .009 .171 4.785 45.294 81 10 C2L -2.277 3.557 .009 .171 -3.233 32.988 82 10 B3L 2.821 27.565 .02 .418 -2.118 47.015 83 10 C3L -2.927 13.738 .009 .171 -2.128 46.987 84 10 D1L -2.777 22.432 -:029 -.587 4.742 45:303 85 10 D2L -2.272 5.11 -.03 -.586 -3.165 33.046 86 10 D3L 2.871 20.944 .029 -.585 -2.117 46.986 87 10 Totals: -23.759 145.406 0 88 10 COG (ft): X:47.427 Y`. 18.392 Z: 33.447 89 11 B1 L 2.767 11.305 -.02 -.398 -4.581 -43.468 90 11 B2L 2.243 2.755 .021 -.397 3.064 32.254 91 11 C1 L 2.788 8.299 -.008 -.164 -4.63 -43.46 92 11 C2L 2.243 2.234' .009 -.164 3.123 -32.201 93 11 B3L 2.857 10.505 -.02 -.395 2.032 -45.116 94 11 C3L 2.88 7.326 .008' -.165 2.036 -45.105 95 11 D1L 2.822 3.572 .029 .553 -4.572 -43.462 96 11 D2L 2.25' 1.191 .029 .552' 3.08 -32.242 97 11 D3L 2.908 3.421 .029 .551 2.029 -45.082 98 11 Totals: 23.759 50.608 0 99 11 COG (ft): X: 39.992 Y: 17.252 Z: 33.347 100 12 B 1 L 2.777 22.432 .02 -.412 -4.742 45.303 101 12 B2L 2.272 5.11 -.021 -.411 3.165 -33.045 102 12 C1L 2.826 15.827 -.009 -.174 -4.785 45.294 103 12 C2L 2.277 3.557 -.009 -.174 3.233 -32.988 104 12 B3L 2.872 20.944 -.02 -.409 2.122 -47:004 105 12 C3L 2.927 13.738 -.009 -.175 2.128 -46.987 106 12 D1L 2.724 29.664 .028 .6 -4.749 -45.31 107 12 D2L 2.264 6.568 .031 .599 3.17 -33.041 108 12 D3L 2.82 27.565 .029 .598 2.113 46.996 109 12 Totals: 23.759 145.406 0 110 12 COG (ft): X: 54.573 Y: 18.392 Z: 33.447 111 13 B1 L -.005 -10.122 -2.891 -42.956 .108 .095 112 13 B2L .023 1.095 -2.812 -42.951 .028 -.436 113 13 C1L -.007 -7.829 -2.497 -35.968 .154 .121 RISA-3D Version 12.0.0 [X:\...\...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 2 Company : GMA Feb 13,2015 Desig : BSE Job Nner umber 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR 4" Joint Reactions (Continued) N LC Joint Label X fkl Y fkl Z fkl MX fk-ftl MY fk-ftl MZ fk-ftl 114 13 C2L .02 1.178 -2.444 -35.962 .095 -.386 O 115 13 B3L -.013 7.394 -2.767 -42.943 -.419 .259 k 116 13 C3L -.013 5.035 -2.422 -35.957 -.392 .254 p 117 13 D1L -.008 -10.122 -2.963 -44.269 .205 .152 X 118 13 D2L .017 1.096 -2.881 -44.264 .184 -.319 O 119 13 D3L -.013 7.394 -2.834 -44.256 -.449 .262 120 13 Totals: 0 -4.882 -24.511 121 13 COG (ft): X: 51 Y: 29.87 Z: -166.191 122 14 B1L -.005 32.162 -2.71 -45.436 .111 .109 123 14 B2L .023 4.327 -2.918 -45.429 , .028 -.441 124 14 C1L -.007 23.87 -2.387 -37.499 .157 .135 125 14 C2L .02 2.77 -2.515 -37.492 .096 -.39 126 14 B3L -.013 14.958 -2.838 -45.42 -.426 .269 127 14 C3L -.013 10.078 -2.47 -37.486 -.398 .265 128 14 D1L -.008 32.162 -2.775 -46.838 .209 .166 129 14 D2L .017 4.327 -2.99 -46.831 .186 -.322 130 14 D3L -.014 14.958 -2.908 -46.822 -.457 .272 131 14 Totals: 0 139.611 -24.511 132 14 COG (ft): X: 51 Y: 18.62 Z: 27.179 133 15 B1L -.003 8.307 2.761 42.952 -.043 .068 134 15 B2L -.019 -1.079 2.827 42.958 -.148 .352 135 15 C1L -.003 5.987 2.395 35.555 -.059 .058 136 15 C2L -.018 -.518 2.433 35.558 -.144 .35 137 15 B3L .022 -9.342 2.887 42.976 .63 -.403 138 15 C3L .021 -6.122 2.466 35.57 .6 -.393 139 15 D1L -.003 8.308 2.847 44.631 -.076 .049 140 15 D2L -.019 -1.079 2.916 44.638 -.127 .357 141 15 D3L .022 -9.343 2.978 44.659 .742 -.404 142 15 Totals: 0 -4.882 24.511 143 15 COG (ft): X: 51 Y: 29.87 Z: 235.099 144 16 B1L -.003 15.64 2.835 45.471 -.044 .069 145 16 B2L -.019 6.28 2.906 45.478 -.144 .36 146 16 C1L -.003 11.484 2.437 37.003 -.061 .059 147 16 C2L -.019 4.292 2.481 37.007 -.142 .357 148 16 B3L .021 29.959 2.729 45.499 .641 -.453 149 16 C3L .022 20.079 2.387 37.021 .612 -.443 150 16 _ D1L -.002 15.639 2.924 47.263 -.078 .05 151 16 D2L -.019 6.28 2.998 47.271 -.125 .363 152 16 D3L .022 29.959 2.814 47.295 .755 -.454 153 16 Totals: 0 139.611 24.511 154 16 COG (ft): X: 51 Y: 18.62 Z: 39.755 155 17 B1L -2.832 -3.173 .02 .385 4.511 42.774 156 17 _ B2L -2.241 -.383 .02 .383 -3.044 31.941 157 17 C1L -2.786 3.405 .008 .156 4.572 42.773 158 17 C2L -2.232 1.066 .008 .156 -3.084 31.902 159 17 B3L -2.916 -2.872 .02 .382 -2 44.393 160 17 C3L -2.873 3.061 .008 .157 -2.002 44.401 161 17 D1L -2.778 4.564 -.028 -.548 4.52 42.781 162 17 D2L -2.234 1.181 -.029 -.547 -3.027 31.953 163 17 D3L -2.864 4.216 -.028 -.546 -1.995 44.39 164 17 Totals: -23.759 11.064 0 165 17 COG (ft): X: 101.353 Y: 14.204 Z: 33.079 166 18 B1L -2.736 22.919 .02 .412 4.681 44.559 167 18 B2L -2.254 4.994 .021 .411 -3.131 32.716 168 18 C1L -2.823 10.932 .008 .166 4.72 44.545 169 18 C2L -2.265 2.389 .009 .166 -3.19 32.665 170 18 B3L -2.831 21.273 .02 .41 -2.082 46.243 RISA-3D Version 12.0.0 [X:1...\...1...1...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 3 S7 Company : GMA Feb 13,2015 alRISA a Designer : BSE Job Number 2013.007 Checked By: T E C H N O L O G t E s Model Name : Costco Gas Canopy-Tigard,OR Joint Reactions (Continued) LC Joint Label X[k] Y[k] Z[k] MX[k-ft] MY[k-ft] MZ[k-ft] 171 18 C3L -2.919 9.473 .008 .167 -2.091 46.219 172 18 D1L -2.789 15.691 -.029 -.573 4.675 44.553 173 18 D2L -2.262 3.536 -.03 -.572 -3.126 32.72 174 18 D3L -2.88 14.654 -.029 -.571 -2.082 46.214 175 18 Totals: -23.759 105.861 0 176 18 COG (ft): X:46.093 Y: 18.499 Z: 33.456 177 19 B1 L 2.778 4.564 -.02 -.391 -4.52 -42.78 178 19 B2L 2.234 1.181 -.02 -.389 3.028 -31.953 179 19 C1 L 2.786 3.405 -.008 -.16 -4.572 -42.773 180 19 C2L 2.232 ' 1.066 -.008 -.16 3.084 -31.902 181 19 B3L 2.865 4.216 -.02 -.388 1.999 -44.408 182 19 C3L 2.873 3.061 -.008 -.16 2.002 -44.401 183 19 D1L 2.832 -3.173 .029 .541 -4.511 -42.774 184 19 D2L 2.241 -.383 .028 .54 3.044 -31.942 185 19 D3L 2.915 -2.872 .029 .538 1.997 -44.375 186 19 Totals: 23.759 11.064 0 187 19 COG (ft): X: .647 Y: 14.204 Z: 33.079 188 20 BI L 2.789 15.691 -.02 -.404 -4.674 -44.553 189 20 B2L 2.262 3.536 -.021 -.403 3.126 -32.72 190 20 C1 L 2.823 10.932 -.009 -.169 -4.72 -44.545 191 20 C2L 2.265 2.389 -.009 -.17 3.19 -32.665 192 20 B3L 2.881 14.654 -.02 -.401 2.086 -46.232 193 20 C3L 2.919 9.473 -.009 -.17 2.091 -46.219 194 20 D1L 2.736 22.919 .028 .586 -4.681 -44.56 195 20 D2L 2.254 4.994 .03 .585 3.13 -32.716 196 20 D3L 2.83 21.273 .029 .584 2.078 -46.224 197 20 Totals: 23.759 105.861 0 198 20 COG (ft): X: 55.907 Y: 18.499 Z: 33.456 199 21 B1 L -.004 20.88 -2.112 -34.383 .083 .078 200 21 B2L .017 7.089 -2.19 -34.379 .02 -.333 201 21 C1 L -.005 15.255 -1.838 -28.273 .118 .098 202 21 C2L .015 4.969 -1.885 -28.269 .071 -.294 203 21 B3L -.01 32.331 -2.046 -34.374 -.321 .212 204 21 C3L -.01 21.732 -1.808 -28.264 -.301 .209 205 21 D1L -.006 20.88 -2.164 -35.446 .157 .121 206 21 D2L .013 7.089 -2.244 -35.442 .139 -.243 f 207 21 D3L -.01 32.331 -2.096 -35.437 -.345 .214 a 208 21 Totals: 0 162.555 -18.383 N 209 21 COG (ft): X: 51 Y: 18.456 Z: 37.972 3 210 22 B1 L -.004 52.592 -2.001 -35.964 .085 .087 �y 211 22 B2L .017 9.514 -2.257 -35.959 .02 -.335 212 22 C1L -.005 39.029 -1.772 -29.22 .12 .107 213 22 C2L .015 6.164 -1.928 -29.215 .072 -.297 VI 214 22 B3L -.01 38.004 -2.087 -35.953 -.326 .219 IN 215 22 C3L -.01 25.514 -1.836 -29.21 -.305 .216 al 216 22 D1L -.006 52.592 -2.049 -37.085 .159 .13 - 217 22 D2L .013 9.514 -2.314 -37.079 .14 -.245 4- 218 22 D3L -.01 38.004 -2.139 -37.073 -.35 .221 219 22 Totals: 0 270.925 -18.383 220 22 COG (ft): X: 51 Y: 18.674 Z: 31.041 221 23 B1 L -.003 34.697 2.033 34.384 -.033 .054 222 23 B2L -.014 5.461 2.199 34.388 -.109 .271 223 23 C1 L -.002 25.614 1.775 27.944 -.046 .047 224 23 C2L -.014 3.7 1.874 27.946 -.107 .269 225 23 B3L .016 19.78 2.119 34.402 .48 -.33 226 23 C3L .016 13.364 1.831 27.956 .458 -.323 227 23 D1L -.002 34.697 2.097 35.741 -.058 .04 RISA-3D Version 12.0.0 [X:\...\...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 4 Company : GMA Feb 13, 2015 OF0) R. '+ Designer BSE .4,' a Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Joint Reactions (Continued) LC Joint Label X fkl Y fkl Z fkl MX fk-ftl MY fk-ftl MZ fk-ftl 228 23 D2L -.014 5.461 2.27 35.746 -.094 .273 229 23 D3L 1 .016 19.78 2.186 35.762 .566 -.331 230 23 Totals: 1 0 162.555 18.383 231 23 COG (ft): X: 51 Y: 18.456 Z: 28.933 232 24 B1L -.002 40.196 2.076 35.994 -.034 .055 233 24 B2L -.014 10.981 2.25 35.999 -.107 .276 234 24 C1L -.002 29.737 1.798 28.842 -.047 .047 235 24 C2L -.014 7.307 1.904 28.844 -.106 .273 236 24 B3L .016 49.256 2.023 36.015 .487 -.363 237 24 C3L .017 33.015 1.784 28.855 .465 -.356 238 24 D1L -.002 40.196 2.141 37.424 -.06 .04 239 , 24 D2L -.014 10.981 2.323 37.43 -.093 .277 240 24 D3L .016 49.256 2.086 37.448 .574 -.364 241 24 Totals: 0 270.925 18.383 242 24 COG (ft): X: 51 Y: 18.674 Z: 35.902 1 243 125 B1L -2.084 i 26.095 .015 .313 3.593 34.424 2441 25 B2L -1.71 5.983 .016 .312 -2.406 24.973 245 25 C1L -2.098 23.677 .006 .132 3.63 34.419 246 25 C2L -1.712 4.888 .007 .132 -2.448 24.936 247 25 B3L -2.155 24.636 .015 .311 -1.612 35.712 248 25 C3L -2.18 20.25 .007 .133 -1.616 35.705 249 25 D1L -2.051 31.885 -.021 -.454 3.599 34.428 250 25 D2L -1.706 7.156 -.023 -.453 -2.395 24.98 251 25 D3L -2.123 29.944 -.021 -.452 -1.607 35.708 252 25 Totals: -17.819 174.515 0 253 25 COG (ft): X: 53.394 Y: 18.493 Z: 33.456 254 26 B1L -2.025 45.661 .015 .331 3.704 35.58 255 26 B2L -1.719 10.016 .017 .331 -2.463 25.468 256 26 C1L -2.12 29.325 .007 .139 3.727 35.567 257 26 C2L -1.734 5.88 .007 .139 -2.518 25.423 258 26 B3L -2.102 42.743 .015 .329 -1.665 36.909 259 26 C3L -2.209 25.061 .007 .14 -1.674 36.883 260 26 D1 L -2.056 40.231 -.021 -.471 3.701 35.576 261 26 D2L -1.724 8.923 -.024 -.47 -2.459 25.471 262 26 D3L -2.131 37.773 -.022 -.469 -1.664 36.889 263 26 Totals: -17.819 245.613 0 264 26 _ COG (ft): X:49.414 I Y: 18.64 Z: 33.468 265 27 B1L 2.051 I 31.885 -.015 -.317 -3.599 -34.428 266 27 B2L 1.706 7.156 -.016 -.316 2.396 -24.98 267 27 C1 L 2.098 23.677 -.007 -.135 -3.63 -34.419 268 27 C2L 1.712 4.888 -.007 -.135 2.448 -24.936 269 27 B3L 2.124 29.944 I -.015 -.315 1.611 -35.722 270 27 C3L 2.18 20.25 -.007 -.135 1.616 -35.705 271 27 D1L 2.084 26.095 .022 .449 -3.594 -34.424 272 27 D2L 1.71 5.983 .023 .448 2.405 -24.973 273 27 D3L 2.154 24.637 .022 .447 1.608 -35.699 274 27 Totals: 17.819 174.515 0 275 27 COG (ft): X: 48.606 Y: 18.493 Z: 33.456 276 _ 28 B1L 2.056 40.231 -.015 -.326 -3.7 -35.576 277 28 B2L 1.724 8.923 -.017 -.325 2.46 -25.47 278 28 C1 L 2.12 29.325 -.007 -.141 -3.727 -35.567 279 28 C2L 1.734 5.88 -.007 -.141 2.518 -25.423 280 28 B3L 2.132 37.773 -.015 -.324 1.668 -36.903 281 28 C3L 2.209 25.061 -.007 -.142 1.674 -36.883 282 28 D1L 2.025 45.661 .021 .479 -3.705 -35.581 283 28 D2L 1.719 10.016 .024 .478 2.462 -25.468 284 28 D3L 2.101 42.743 .022 .477 1.661 -36.896 RISA-3D Version 12.0.0 [X:\...\...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 5 Company : GMA Feb 13,2015 iiRISA Designer : BSE Job Number 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Joint Reactions (Continued) LC Joint Label X[k] Y[k] Z[k] MX[k-ftl MY[k-ft] MZ[k-ft] 285 28 Totals: 17.819 245.613 0 286 28 COG (ft): X: 52.586 Y: 18.64 Z: 33.468 287 29 B1L .008 36.062 -3.401 -69.945 .033 -.182 288 29 B2L .037 8.036 -3.744 -69.945 .13 -.714 289 29 C1L .007 26.636 -2.788 -54.781 .09 -.15 290 29 C2L .034 5.398 -2.991 -54.778 .193 -.662 291 29 B3L -.041 33.861 -3.428 -69.957 -1.012 .872 292 29 C3L -.042 22.752 -2.826 -54.786 -.966 .859 293 29 D1 L .005 36.062 -3.458 -71.175 .147 -.117 294 29 D2L .032 8.036 -3.807 -71.176 .248 -.616 295 29 D3L -.041 33.861 -3.486 -71.191 -1.136 .876 296 29 Totals: 0 210.705 -29.929 297 29 COG (ft): X: 51 . Y: 18.58 Z: 33.463 298 30 B1L -.009 36.046 3.401 69.947 -.032 .184 299 30 B2L -.037 8.047 3.744 69.947 -.133 .712 300 30 C1L -.007 26.626 2.788 54.78 -.089 .151 301 30 C2L -.034 5.405 2.991 54.778 -.196 .661 302 30 B3L .041 33.866 3.428 69.959 1.023 -.872 303 30 C3L .042 22.755 2.826 54.786 .977 -.859 304 30 D1 L -.005 36.046 3.458 71.175 -.146 .119 305 30 D2L -.032 8.047 3.807 71.176 -.252 .614 306 30 D3L .041 33.867 3.486 71.19 1.147 -.876 307 30 Totals: 0 210.705 29.929 308 30 COG (ft): X: 51 Y: 18.58 Z: 33.463 309 31 B1L -3.507 36.067 .041 .887 9.39 72.253 310 31 B2L -2.616 8.042 .045 .885 -6.977 47.96 311 31 C1L -3.626 26.631 .015 .307 9.474 72.242 312 31 C2L -2.634 5.402 .016 .308 -7.097 47.868 313 31 B3L -3.726 33.873 .041 .882 -3.704 76.328 314 31 C3L -3.873 22.753 .015 .308 -3.72 76.301 315 31 D1 L -3.508 36.041 -.056 -1.203 9.394 72.252 316 31 D2L -2.618 8.041 -.062 -1.201 -6.947 47.982 317 31 D3L -3.724 33.855 -.056 -1.199 -3.7 76.298 318 31 Totals: -29.832 210.705 0 319 31 COG (ft): X: 51 Y: 18.58 Z: 33.463 320 32 B1L 3.508 36.042 -.041 -.884 -9.393 -72.251 321 32 B2L 2.617 8.041 -.045 -.882 6.948 -47.981 322 32 C1L 3.626 26.631 -.015 -.317 -9.474 -72.242 323 32 C2L 2.634 5.402 -.016 -.317 7.096 -47.868 324 32 B3L 3.726 33.855 -.041 -.879 3.707 -76.334 325 32 C3L 3.873 22.753 -.015 -.318 3.721 -76.301 326 32 D1L 3.507 36.067 .056 1.21 -9.39 -72.253 327 32 D2L 2.616 8.042 .062 1.208 6.977 -47.96 328 32 D3L 3.724 33.873 .056 1.205 3.697 -76.291 329 32 Totals: 29.832 210.705 0 330 32 COG (ft): X: 51 Y: 18.58 Z: 33.463 331 45 B1L .014 18.551 -5.833 -112.548 .057 -.291 332 45 B2L .061 4.324 -6.113 -112.55 .222 -1.183 333 45 C1 L .012 13.465 -4.762 -89.289 .151 -.238 334 45 C2L .057 3.209 -4.922 -89.286 .326 -1.098 335 45 B3L -.069 17.299 -5.858 -112.568 -1.673 1.387 336 45 _ C3L -.069 11.728 -4.79 -89.298 -1.595 1.366 337 45 D1 L .009 18.551 -5.93 -114.508 .245 -.184 338 45 D2L .053 4.324 -6.215 -114.511 .416 -1.022 339 45 D3L -.069 17.299 -5.956 -114.533 -1.878 1.393 340 45 Totals: 0 108.748 -50.379 341 45 COG (ft): X: 51 Y: 18.105 Z: 33.422 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs1Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 6 Company : GMA Feb 13,2015 Designer : BSE Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Joint Reactions (Continued) LC Joint Label X fkl Y fkl Z fkl MX fk-ftl MY fk-ftl MZ fk-ftl 342 46 B1L -.015 18.537 5.833 112.552 -.054 .295 343 46 B2L -.061 4.333 _ 6.113 112.554 -.23 1.178 344 46 C1L -.012 13.456 4.762 89.287 -.148 .241 345 46 C2L -.057 3.215 4.922 89.284 -.335 1.093 346 46 B3L .069 17.303 5.859 112.572 1.702 -1.385 347 46 C3L .069 11.73 4.789 89.296 1.625 -1.364 348 46 D1L -.009 18.537 5.93 114.506 -.243 .187 349 46 D2L -.053 4.333 6.215 114.509 -.425 1.016 350 46 D3L .069 17.303 5.956 114.531 1.908 -1.391 351 46 Totals: 0 108.748 50.379 352 46 COG (ft): X: 51 Y: 18.105 Z: 33.422 353 47 B1L -5.991 18.556 .07 1.425 15.283 115.759 354 47 B2L -4.328 4.329 .074 1.421 -11.437 78.2 355 47 C1L -6.094 13.46 .024 .473 15.448 115.75 356 47 C2L -4.337 3.212 .025 .473 -11.592 78.076 357 47 B3L -6.342 17.309 .07 1.416 -5.941 122.313 358 47 C3L -6.461 11.729 .024 .474 -5.963 122.301 359 47 D1L -5.992 18.533 -.094 -1.904 15.293 115.756 360 47 D2L -4.331 4.328 -.099 1.901 -11.357 78.26 361 47 D3L -6.34 17.293 -.094 -1.897 -5.939 122.268 4 362 47 Totals: -50.218 108.748 0 363 47 COG (ft): X: 51 Y: 18.105 Z: 33.422 364 48 B1L 5.992 18.533 -.07 -1.417 -15.292 -115.756 365 48 B2L 4.331 4.328 -.073 -1.413 11.359 -78.259 CS 366 48 C1L 6.094 13.46 -.025 -.497 -15.448 -115.751 367 48 C2L 4.337 3.212 -.026 -.498 11.591 -78.077 0 368 48 B3L 6.343 17.293 -.07 -1.408 5.95 -122.329 * { 369 48 C3L 6.461 11.729 -.025 -.499 5.963 -122.302 - 370 48 D1L 5.991 18.556 .095 1.921 -15.284 -115.759 371 48 D2L 4.328 4.329 .1 1.918 11.437 -78.2 372 48 D3L 6.339 17.309 .095 1.914 5.932 -122.251 373 48 Totals: 50.218 108.748 0 374 48 COG (ft): X: 51 Y: 18.105 Z: 33.422 375 49 B1L .011 37.413 -4.271 -88.248 .042 -.229 376 49 B2L .046 8.349 -4.721 -88.249 .163 -.897 377 49 C1L .009 27.617 -3.506 -69.087 .114 -.188 378 49 C2L .043 5.631 -3.771 -69.083 .242 -.833 379 49 B3L -.051 35.118 -4.307 -88.264 -1.27 1.1 380 49 C3L -.053 23.605 -3.555 -69.093 -1.212 1.083 381 49 D1L .007 37.413 -4.342 -89.8 .185 -.147 382 49 D2L .04 8.349 -4.8 -89.801 .311 -.775 383 49 D3L -.051 35.119 -4.379 -89.819 -1.426 1.105 384 49 Totals: 0 218.613 -37.653 385 49 COG (ft): X: 51 Y: 18.563 Z: 33.462 386 50 B1L -.011 37.393 4.271 88.251 -.041 .231 387 50 B2L -.046 8.363 4.721 88.251 -.167 .895 388 50 C1L -.009 27.603 3.506 69.085 -.112 .191 389 50 C2L -.043 5.64 3.771 69.082 -.247 .83 390 50 B3L .051 35.125 4.307 88.267 1.287 -1.099 391 50 C3L .053 23.608 3.555 69.092 1.229 -1.083 392 50 D1L -.007 37.392 4.343 89.799 -.184 .15 393 50 D2L -.04 8.363 4.8 89.8 -.316 .772 394 50 D3L .051 35.126 4.379 89.818 1.444 -1.104 395 50 Totals: 0 218.613 37.653 396 50 COG (ft): X: 51 Y: 18.563 Z: 33.462 397 51 B1L -4.407 37.42 .052 1.121 11.837 91.203 398 51 B2L -3.297 8.357 .057 1.118 -8.798 60.468 RISA-3D Version 12.0.0 [X:\...1...1...\...1Calcsl Revised CodelTigard 73x102 2014 OSBC.r3d] Page 7 6`i IiIRISA Company : GMA Feb 13,2015 Designer : BSE Job Number : 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Joint Reactions (Continued) LC Joint Label X Lid Y[k] Z[k] MX[k-ft] MY[k-ft] MZ[k-ft] 399 51 C 1 L -4.563 27.609 .019 .387 11.942 91.189 400 51 C2L -3.32 _ 5.636 .02 .387 -8.945 60.356 401 51 B3L -4.682 35.134 .052 1.114 -4.669 96.339 402 51 C3L -4.876 23.606 .019 .388 -4.69 96.304 403 51 D1L -4.407 37.386 -.07 -1.519 11.842 91.202 404 51 D2L -3.299 8.355 -.078 -1.517 -8.751 60.503 405 . 51 D3L -4.681 35.111 -.07 -1.514 -4.664 96.302 406 51 Totals: -37.532 218.613 0 407 51 COG (ft): X: 51 Y: 18.563 Z: 33.462 408 52 B1L 4.407 37.387 -.051 -1.116 -11.841 -91.202 409 52 B2L 3.299 8.355 -.057 -1.113 8.752 -60.502 410 52 C1 L 4.563 27.609 -.019 -.402 -11.942 -91.189 411 52 C2L 3.32 5.636 -.021 -.402 8.944 -60.356 412 52 B3L 4.683 35.11 -.052 -1.109 4.674 -96.347 413 52 C3L 4.876 23.606 -.02 -.403 4.69 -96.304 414 52 D1L 4.407 37.42 .071 1.53 -11.837 -91.204 415 52 D2L 3.297 8.357 .078 1.527 8.798 -60.468 416 52 D3L 4.68 35.134 .071 1.524 4.66 -96.293 417 52 Totals: 37.532 218.613 0 418 52 COG (ft): X: 51 Y: 18.563 Z: 33.462 419 53 B1L .015 8.432 -5.891 -109.912 .057 -.284 420 53 B2L .061 1.965 -6.016 -109.914 .225 -1.174 421 53 C1L .012 6.12 -4.793 -87.763 .15 -.231 422 53 C2L .057 1.459 -4.864 -87.76 .328 -1.09 423 53 B3L -.069 7.863 -5.903 -109.931 -1.662 1.348 424 53 C3L -.069 5.331 -4.806 -87.773 -1.585 1.327 425 53 D1L .009 8.432 -5.989 -111.818 .244 -.178 426 53 D2L .053 1.965 -6.116 -111.821 .417 -1.014 427 53 D3L -.069 7.863 -6.001 -111.843 -1.866 1.354 428 53 Totals: 0 49.431 -50.379 429 53 COG (ft): X: 51 Y: 18.105 Z: 33.422 430 54 B1L -.015 8.426 5.892 109.916 -.054 .287 431 54 B2L -.061 1.97 6.016 109.918 -.233 1.169 432 54 C1 L -.012 6.116 4.793 87.762 -.147 .234 433 54 C2L -.057 1.461 4.864 87.759 -.336 1.085 434 54 B3L .069 7.865 5.903 109.936 1.692 -1.346 435 54 C3L .069 5.332 4.806 87.771 1.614 -1.325 436 54 D1L -.009 8.426 5.989 111.816 -.241 .181 437 54 D2L -.053 1.97 6.115 111.819 -.426 1.009 438 54 D3L .069 7.865 6.001 111.84 1.896 -1.352 439 54 Totals: 0 49.431 50.379 440 54 COG (ft): X: 51 Y: 18.105 Z: 33.422 441 55 B1L -6.038 8.434 .071 1.387 15.013 112.78 V, 442 55 B2L -4.289 1.968 .072 1.384 -11.273 76.922 443 55 C1 L -6.084 6.118 .023 .453 15.189 112.777 O 444 55 C2L -4.29 1.46 .024 .454 -11.416 76.805 l 445 55 B3L -6.378 7.868 .071 1.378 -5.795 119.201 446 55 C3L -6.432 5.331 .024 .455 -5.812 119.204 i O 447 55 D1L -6.038 8.424 -.094 -1.843 15.023 112.777 448 55 D2L -4.292 1.967 -.096 -1.84 -11.196 76.98 449 55 D3L -6.376 7.86 -.094 -1.836 -5.792 119.155 450 55 Totals: -50.218 49.431 0 451 55 COG (ft): X: 51 Y: 18.105 Z: 33.422 _452 56 B1L 6.038 8.424 -.071 -1.379 -15.022 -112.777 453 56 B2L 4.292 1.967 -.072 -1.376 11.197 -76.979 454 56 C1 L 6.084 6.118 -.025 -.477 -15.189 -112.777 455 56 C2L 4.29 1.46 -.025 -.477 11.415 -76.805 RISA-3D Version 12.0.0 [X:1...1...1...1...1Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 8 : GMA Feb 13, 2015 iCompany ,R1SA Design BSE Job Nuer mber 2013.007 Checked By: T E C H N O L O G I E S Model Name : Costco Gas Canopy-Tigard,OR Joint Reactions (Continued) LC Joint Label X Ikl Y fkl Z fkl MX fk-ftl MY fk-ftl MZ fk-ftl 456 56 B3L 6.379 I 7.86 -.07 -1.37 5.803 -119.218 457 56 C3L 6.432 I 5.331 -.025 -.478 5.813 -119.205 458 56 D1 L 6.038 8.434 .095 1.859 -15.014 -112.78 459 56 D2L 4.289 1.968 .097 1.856 11.273 -76.922 460 56 D3L 6.375 7.868 .095 1.852 5.786 -119.139 461 56 Totals: 50.218 49.431 0 462 56 COG (ft): X: 51 Y: 18.105 Z: 33.422 463 59 B1 L 0 35.293 0 0 0 0 464 59 B2L 0 7.885 0 0 0 0 465 59 C1 L 0 26.611 0 0 0 0 466 59 C2L 0 5.398 0 0 0 0 467 59 B3L 0 33.165 0 0 0 0 468 59 C3L 0 22.737 0 0 0 0 469 59 D1 L 0 36.765 0 0 0 0 470 59 D2L 0 8.183 0 0 0 0 471 59 D3L 0 34.514 0 0 0 0 472 59 Totals: 0 210.552 0 473 59 _ COG (ft): X: 51.504 Y: 18.58 Z: 33.463 RISA-3D Version 12.0.0 [X:\...1...\...\...\Calcs\Revised Code\Tigard 73x102 2014 OSBC.r3d] Page 90 AWCAO1Z6\G Costco Gasoline - Tigard, OR X - Bearing Pressure Maximum Bearing 1.74 ksi Max/Allowable Ratio .788 Ic 48 (ABIF= 1.000) 1.74 c (ksi) Eir; rep+ . z 4 - Base Plate Stress 26 in Maximum Stress 23.129 ksi Max/Allowable Ratio .714 Ic 48 Stiffened Base Plate Connection (ASIF= 1.000) Base Plate Thickness : 1.25 in Base Plate Fy : 36.ksi 23.129 Bearing Surface Fp :2.208 ksi ! (ksi) Anchor Bolt Diameter : 1.5 in .023 Anchor Bolt Material :A307 Anchor Bolt Fu :60. ksi Column Shape : HSS12x12x6 Steel Code :AISC 14th:ASD Concrete Code :ACI 318-11 -Anchor Bolts Bolt X(in) Z(in) Tens.(k) Vx(k) Vz(k) Fnt(ksi) ft(ksi) Fnv(ksi) fv(ksi) Unity Combination 1 10. 10. 14.574 -.002 -.741 45. 8.248 27. .419 .367(T) Ic 13 (1) 2 -10. 10. 28.488 -1.586 -.017 45. 16.122 27. .897 .717(T) Ic 48 (3) 3 10. -10. 0. -1.586 -.017 45. 0. 27. .897 .066(S) Ic 48(3) 4 -10. -10. 28.302 -1.586 -.017 45. 16.017 27. .897 .712(T) Ic 48(3) Note: Fnt and Fnv shown above include phi factors. - Loads P(k) Vx(k) Vz(k) Mx(k-ft) Mz(k-ft) DL WL -10.122 .008 2.963 44.269 .152 EL 52.592 .006 2.049 37.085 .13 O L 1 17.293 6.343 .07 1.408 122.329 OL2 5.331 6.432 .024 .455 119.204 w/ ('4-) W-2."0 ph•S'S P V 20" C- . i4• uJA'`!, tw ,fip SO c 20 " tiNTO 97Y9 IBC ANCHORAGE DESIGN ANCHORAGE PER ACI APPENDIX D BOLT DIAMETER = 1.500 IN BOLT EMBEDMENT (hef) = 20 IN BOLT GAGE= 20 IN F' = 4000 CONCRETE COMPRESSIVE STRENGTH LF = 1.4 LOAD FACTOR 30 BOLT EDGE DISTANCE OR 1.5hef MAX. (VALUE TO BE MIN. EDGE DIST.) W2 = 30 BOLT EDGE DISTANCE OR 1.5hef MAX. CDc= 0.7 STRENGTH REDUCTION FACTOR FOR CONCRETE Cps = 0.75 STRENGTH REDUCTION FACTOR FOR STEEL CDSR= 0.75 STRENGTH REDUCTION FACTOR FOR AREA OF HIGH SEISMIC RISK Wec = 1.0 ANCHOR BOLT ECCENTRICITY FACTOR Wed = 1 .00 = 0.7+0.3W1/1.5hef LI.)c = 1.0 FOR ANCHOR INSTALLED IN CRACKED SECTION Wcp = // DOES NOT APPLY, POST INSTALLED FACTOR Ncbg = (ANc/ANco)4)ec*N ed*NYc*NIPcp*NNb AN = 4800 ANco = 3600 = 9hef2 Nb = 149119.1 = 16xF'c1/2xhef5/3 CONCRETE BREAK OUT cPNcbg/LF= 74.6 KIPS Allowable bearing on the nut = 12.0 ksi =0*8*Abrg/LF Area of bearing for a 1.500 inch heavy hex nut = 3.145 sq. inches Bearing Capacity= 37.7 kips O 0-- - - O O W2 z , Column to Base Plate Connection M Max = 123.00 kip-ft W Base Plate = 26.00 inches, square W Column = 12.00 inches, square Weld Size = 0.3125 inches L Gusset = 7.00 inches Determine Moment of Inertia of Weld Assembly I = 2522.9 Ina total I = 2133.7 In a without column weld(single sided fillet not allowed for moment) Determine Section Modulus of Weld Assembly S = 194.1 Ina total S = 164.1 In a without column weld(single sided fillet not allowed for moment) Stress f total = 7.61 ksi OK f w/o col weld = 8.99 ksi OK The connection of the column to the base plate is OK OUNPAT\ON PGN Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.007 2/13/2015 Footing: Tigard, OR 9:57 AM Comment: LC 55: 0.5D+0.7QEX Soil Data: Alone Combined Friction = 0.35 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 350 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip-Ft Column Reaction: M = 120 H = 6.5 P1 = 5.33 CMU Reaction: M = 0 H = 0 P2 = 16.245 soil wt. Slab & Island WT.= 8.17 Note:DL Factor is applied to slab&island wt,P2&ftg wt. P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 0.5 TOTALS: M = 120.000 H = 6.5 w = 0 (w is load 1) P = 17.537 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B = 9.5 L = 9.5 THK = 30 DIS1 = 0 Gage = 4.75 DIS2 = 4.75 Results: P-total = 34.459 kips VOL = 225.6 CF X = 0.953 E = 3.797 LJ6 = 1.583 L' = 2.860 Lateral Resistance: Kips Friction Or Passive Alone H-max = 8.04 kips Combined H-max = 14.97 kips Bearing Info. Q-min = 0.000 ksf Q-max = 2.537 ksf Fs-ot = 1.25 Q-net = 2.162 ksf USE: 9'-6"x9'-6"x30" ftg. �i� Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.007 2/13/2015 Footing: Tigard, OR 9:58 AM Comment: LC 48: 1.1 D-0.7QEX Soil Data: Alone Combined Friction = 0.35 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 350 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip-Ft Column Reaction: M = 123 H = 6.4 P1 = 17.3 CMU Reaction: M = 0 H = 0 P2 = 16.245 soil wt. Slab & Island WT.= 8.17 Note:DL Factor is applied to slab&island wt,P2&ftg wt.P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 1.1 TOTALS: M = 123.000 H = 6.4 w = 0 (w is load 1) P = 44.155 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B = 9.5 L = 9.5 THK = 30 DIS1 = 0 Gage = 4.75 DIS2 = 4.75 Results: P-total = 81.383 kips VOL = 225.6 CF X = 3.108 E = 1.642 L/6 = 1.583 L' = 9.323 Lateral Resistance: Kips Friction Or Passive Alone H-max = 18.99 kips Combined H-max = 25.92 kips Bearing Info. Q-min = 0.000 ksf Q-max = 1.838 ksf Fs-ot = 2.89 Q-net = 1.463 ksf USE: 9'-6"x9'-6"x30" ftg. Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.007 2/13/2015 Footing: Tigard, OR 9:59 AM Comment: LC 22: D+0.75(0.6Wzdown+S) Soil Data: Alone Combined Friction = 0.35 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 350 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip-Ft Column Reaction: M = 38 H = 2.1 P1 = 53 CMU Reaction: M = 0 H = 0 P2 = 16.245 soil wt. Slab & Island WT.= 8.17 Note:DL Factor is applied to slab&island wt,P2&ftg wt.P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 1 TOTALS: M = 38.000 H = 2.1 w = 0 (w is load 1) P = 77.414 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B = 9.5 L = 9.5 THK = 30 DIS1 = 0 Gage = 4.75 DIS2 = 4.75 Results: P-total = 111.258 kips VOL = 225.6 CF X = 4.377 E = 0.373 L/6 = 1.583 L' = 9.500 Lateral Resistance: Kips Friction Or Passive Alone H-max = 25.96 kips Combined H-max = 32.89 kips Bearing Info. Q-min = 0.942 ksf Q-max = 1.523 ksf Fs-ot = 12.73 Q-net = 1.148 ksf USE: 9'-6"x9'-6"x30" ftg. Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.007 2/13/2015 Footing: Tigard, OR 10:06 AM Comment: LC 13: 0.6D+WZ up Soil Data: Alone Combined Friction = 0.35 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 350 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip-Ft Column Reaction: M = 45 H = 3 P1 = -10.2 CMU Reaction: M = 0 H = 0 P2 = 16.245 soil wt. Slab & Island WT.= 8.17 Note:DL Factor is applied to slab&island wt,P2&ftg wt.P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 0.6 TOTALS: M = 45.000 H = 3 w = 0 (w is load 1) P = 4.448 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B = 9.5 L = 9.5 THK = 30 DIS1 = 0 Gage = 4.75 DIS2 = 4.75 Results: P-total = 24.755 kips VOL = 225.6 CF X = 2.730 E = 2.020 L/6 = 1.583 L' = 8.190 Lateral Resistance: Kips Friction Or Passive Alone H-max = 6.93 kips Combined H-max = 12.70 kips Bearing Info. Q-min = 0.000 ksf Q-max = 0.636 ksf Fs-ot = 2.35 Q-net = 0.261 ksf USE: 9'-6"x9'-6"x30" ftg. 7p CEILING PANEL THE PANELS HAVE A MAX. SPAN OF 7'-7.5" W/ A 3'-0" OVERHANG PANEL DL = 2.26 PSF FASCIA DL = 20 LBS. PANEL LL/SL = 35.25 PSF C&C MWlnd = 0 lb-ft, for cantilever moment 37.51 PSF (D+0.75S+0.75W) 22 GAUGE GRAN PRIX PANELS GF 10'-6" SPAN & 4'-2" OVERHANG @ 40PSF ALLOWABLE MOMENTS: M = 40PSFx10.52/8 = 551 LB-FT COMPRESSION AT TOP M = 40PSFx4.162/2 = 346 LB-FT COMPRESSION AT BOTTOM ACTUAL MOMENTS: FROM A SEPARATE ANALYSIS, THE MOMENTS WITH A UNIFORM LOAD OF 40PSF ARE: M1 40 = 85 LB-FT COMPRESSION AT TOP, SPAN M2 40 = 75 LB-FT COMPRESSION AT BOTTOM, SPAN THESE LOADS ARE ADJUSTED FOR THE MOMENTS FOR THE ACTUAL LOADING M1 ACT. = 80 LB-FT OK M2 ACT. = 70 LB-FT OK M CANT. = 167 LB-FT OK INCLUDES WT. OF FASCIA NOTE: THE CEILING PANEL IS NOT USED AS A DIAPHRAGM. THE LATERAL LOADS ARE TRANSFERRED TO THE COLUMNS THROUGH WEAK AXIS BENDING OF THE BEAMS. THE CEILING PANEL CARRIES VERTICAL LOADS AND VERY SMALL AXIAL LOADS FROM THE FASCIA ONLY. USE 22 GAUGE "GRAN PRIX" PANELS BY ALUMET BUILDING PRODUCTS, INC. G M GERALD MELE & ASSOCIATES, INC. 7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A.MELE, PE,SE �I MARTIN R. (NESS,PE,SE CHECK STABILITY OF THE CEILING CEILING SLOPE IS NOT REQUIRED IF THE REQUIREMENTS OF AISC APPENDIX 2 ARE MET. THE CEILING SYSTEM UNDER PONDING CONDITIONS SHALL BE CONSIDERED STABLE IF THE FOLLOWING CONDITIONS ARE MET. C P+0.9C5 <= 0.25 AND ID >= 25 x S4 x 10-6 CP = 321_SLp4/(IPX107) CS = 32SLs4/(ISx107) LS = 34 LENGTH OF SECONDARY MEMBER SPAN (FT) LP = 28 LENGTH OF PRIMARY MEMBER SPAN (FT) IP = 518 MOMENT OF INERTIA OF PRIMARY MEMBER (IN4) IS = 301 MOMENT OF INERTIA OF SECONDARY MEMBER (IN4) S = 8 SPACING OF SECONDARY MEMBERS (FT) CP = 0.1291 CS = 0.1137 CP+0.9Cs = 0.2314 <=0.25, OK 25xS4x10-6 = 0.1024 <0.587, OK THE ROOF HAS SUFFICIENT STRENGTH AND STABILITY THEREFORE, NO ROOF SLOPE IS REQUIRED. GERALD MELE & ASSOCIATES, INC. G7337 N.FIRST ST.,SUITE 110 FRESNO,CA 93720 (559)435-1411 FAX(559)435-1169 Consulting Engineers GERALD A. MELE, PE,SE f MARTIN R. INESS,PE,SE 2 GRAN PRIX® PANEL GRAN PRIX PANEL MAXIMUM SPAN TABLE ALLOWABLE WIND LOAD SPANS PANEL 10 PSF 15 PSF 20 PSF 25 PSF 30 PSF 35?SF 40 PSF SPAN ICANT. SPAN JCANT. SPAN CANT. SPAN CANT. SPAN CANT. SPAN CANT. SPANICANT. .028 Alum 12'-6' 4'. 4' 10'- 31 3'-7' 8'-10"13'- 0' 7'•11' 2'- 9' 7'-3' 2'• 6' 6'- 8 2'41" 6'-3' I .036 Alum 19'-6' 6'- 9' 1S'-11' 5'-6' 13'•10'4'-10' 12'- 4' 4'- 3' 11'.3' 3'-I1' 10'• 5'1 3'-7' 9'-9' 3'. 4' 24 Ga.Steel 16'-8' 5'-10' 13'- 7' 4'-9' I I'- 9'4'• 1' 10'- 6'3'- 8' 9'-7' 3'- 4' 8'-III 3'-l' 8'4' 2'-10' GRAN PRIX' MAXIMUM SPAN TABLE GRAN PRIX PANEL. LtVF1Sll0Wtl :-', - TO PURLIN CONNECTION• 20 PSF 30 PSF 40 PSF - 50 PSF t- ",s`.'NO:OF FASTENERS/PURE PANEL ' _ E1VE . ;•-•PANER-THICkN S 3. -•PANEL SPAR OR OVERHANG' u - THICKNESS OVER OVER =OVER = OVER ;,LOAD ORE■ah 00 .Q j- .44 ;22"; - SPAN HANG • SPAN HANG ; SPAN. �YHANG ` SPAN HANG 1.' -ALIAi ALUM'`I ;G&r; G1L.:,_', .028'Alum. 10'4' 3'-9' I 9'4' 3'-1' 7'-7' 2'-8' 6'-10' I 2'-3' 20 2 2 3 3 .036'Alum. I 12'-2' 4'-8' 11'-5' 3'-10' I 10'-0' 3'4' 8'-9' 2'-9' 30 3 3 4 24 Ga.Steel 13'-2' 4'10' 11'-11' 4'-0' I 10'-4' 3'-6' 9'-0' 3'-0' 40 3 3 I 4 4 22 Ga.Steel 14'-5' 5'-8' 12'•0' 4'-9' i 10'-6' 4'-2' - I - 'Panel Span values shown above are based on GRAN PRIX panel fastened to top . flange of purlin or suspended from purlin and attached to purlin with fasteners. See - panel to purlin connection charts for required number of fasteners per panel. ' Bottom of Purlin i t Gran-Prix Panel I MILL M14 Self-tapping screws with composite .050'x 451'0.0.Aluminum-Neoprene Gran-Prix Panel Washer or approved equal.See panel to -- 19 - number of fastlenersart for required • V Purlin II PANEL ATTACHED TO BOTTOM PANEL ATTACHED TO TOP OF BEAM i OF BEAM WITH FASTENERS ALLOWABLE PANEL SPANS FOR GRAN PRIX PANEL GRAN PRIX PANEL WHEN SUSPENDED FROM PURLINS Section Properties WITH SUSPENSION CLIPS - •LIVE LOAD(PSF) PANEL-- Material Aluminum Steel 20 `` •""-30 40 tt 50-:- r rr TYPE =" 1 f 3005-H281 Y=40 KSI F `_ PANEL SPAN -.• GRAN 7'4' 5'-0' 3'-9' 3'-0' Thickness .028" .036" 24 Ga. 22 Ga. PRIX NOTES I- (In4)/Ft. .578 .743 .495 .587 1. Panel span values shown are for all thickno«s of Y-Centroid .760 .760 .760 .741 GRAN PRIX. 2.Values shown at left are based on tests made to determine 5+ In 3 .332 .4 27 .2 8 4 .334 ultimate stress values. 3.Values shown at left are for clip attachment to wide flange 5- In3 .761 .978 65I" 179 members only. Values may vary for'C and'Z"attachments. 4.The cGp does riot brace the bottom flange of the support- Dead2Weight- 2 26 ing member. i/Ft .750 .960 1.836 • r . S+ = SECTION MODULUS FOR SNOW LOAD. / 5- - SECTION MODULUS FOR UP LIFT. Purlin t _t Neutral l Y Top = 1.740' Axis — . . —� Y Bot.= .760' r= ri: GRAN PRIX PANEL Roof Panel ' Suspension Clip ALUMET BUILDING PRODUCTS, INC. I ) P. O. Box 850163 .T Mesquite, TX 75185-0163 P.O. Box 163 ALLMAX 227 Town East Blvd. Mesquite, Texas 75149 BUILDING SPECIALTIES DIVISION (214) 285-8811 GRAN PRIX PANEL Section Properties Material Aluminum Steel 3005-H281 FY=40 KSI , Thickness . 028" . 036" 24 Ga. 22 Ga . I- (In4) /Ft. . 578 . 743 . 495 . 587 Y-Centroid . 760 . 760 . 760 . 741 S+ Ina . 332 . 427 . 284 . 334 S- Ina . 761 . 978 . 651 . 179 Dead2Weight- #/Ft . 750 . 960 1.836 2 . 25 S+ = SECTION MODULUS FOR SNOW LOAD . S- = SECTION MODULUS FOR UP LIFT. -—t Y Top = 1. 740" Neutral _ Axis • Y Bot.= . 760" GRAN PRIX PANEL METAL ROOFING • FASCIA,MANSARD, SOFFITS• WALL CLADDING • OVERHEAD DOORS • WALKWAYS&CANOPIES Architectural and Residential Products for the Building Industry'