STRUCTURAL CALCULATIONS HIP ROOF CANOPY

Peyton-Tomita & Associates JOB TITLE HIP ROOF CANOPY 1370 Brea Blvd. #240 Fullerton, CA 92835 JOB NO. MS1683 SHEET NO. (714) 404-6370 CALCULATED BY DEP DATE 10/31/16 Code Search Code: California Building Code 2013 Occupancy: Occupancy Group = M Mercantile Risk Category & Importance Factors: Risk Category = Wind factor = 1.00 Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: II CHECKED BY DATE www.struware.com Fire Rating: Roof = Floor = 0.0 hr 0.0 hr Building Geometry: Roof angle (θ) 4.00 / 12 18.4 deg Building length (L) 97.0 ft Least width (B) 38.0 ft Mean Roof Ht (h) 22.9 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24-0.02Area, but not less than 12 psf over 600 sf: 12 psf Page 2 of 40

Peyton-Tomita & Associates JOB TITLE HIP ROOF CANOPY 1370 Brea Blvd. #240 Fullerton, CA 92835 JOB NO. MS1683 SHEET NO. (714) 404-6370 CALCULATED BY DEP DATE 10/31/16 CHECKED BY DATE Wind Loads : ASCE 7-10 Ultimate Wind Speed 110 mph Nominal Wind Speed 85.2 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Directionality (Kd) 0.85 Kh case 1 0.928 Kh case 2 0.928 Type of roof Hip Topographic Factor (Kzt) Topography Flat Hill Height (H) 80.0 ft Half Hill Length (Lh) 100.0 ft Actual H/Lh = 0.80 Use H/Lh = 0.50 Modified Lh = 160.0 ft From top of crest: x = 50.0 ft Bldg up/down wind? downwind H/Lh= 0.50 K 1 = 0.000 x/lh = 0.31 K 2 = 0.792 z/lh = 0.14 K 3 = 1.000 At Mean Roof Ht: Kzt = (1+K 1 K 2 K 3 )^2 = 1.00 Page 3 of 40

Peyton-Tomita & Associates JOB TITLE HIP ROOF CANOPY 1370 Brea Blvd. #240 Fullerton, CA 92835 JOB NO. MS1683 SHEET NO. (714) 404-6370 CALCULATED BY DEP DATE 10/31/16 CHECKED BY DATE Wind Loads - MWFRS all h (Enclosed/partially enclosed only) Kh (case 2) = 0.93 h = 22.9 ft GCpi = +/-0.18 Base pressure (q h ) = 24.4 psf ridge ht = 25.3 ft G = 0.85 Roof Angle (θ) = 18.4 deg L = 97.0 ft qi = qh Roof tributary area - (h/2)*l: 1109 sf B = 38.0 ft (h/2)*b: 435 sf Ultimate Wind Surface Pressures (psf) Wind Normal to Ridge Wind Parallel to Ridge B/L = 0.39 h/l = 0.60 L/B = 2.55 h/l = 0.24 Surface Cp q h GC p w/+q i GC pi w/-q h GCpi Dist.* Cp q h GC p w/ +q i GC pi w/ -q h GC pi Windward Wall (WW) 0.80 16.6 see table below 0.80 16.6 see table below Leeward Wall (LW) -0.50-10.4-14.8-6.0-0.27-5.7-10.1-1.3 Side Wall (SW) -0.70-14.5-18.9-10.1-0.70-14.5-18.9-10.1 Leeward Roof (LR) -0.58-11.9-16.3-7.5 Included in windward roof Windward Roof neg press. -0.56-11.5-15.9-7.1 0 to h/2* -0.90-18.7-23.1-14.3 Windward Roof pos press. -0.08-1.7-6.1 2.7 h/2 to h* -0.90-18.7-23.1-14.3 h to 2h* -0.50-10.4-14.8-6.0 > 2h* -0.30-6.2-10.6-1.8 *Horizontal distance from windward edge Windward Wall Pressures at "z" (psf) Combined WW + LW Windward Wall Normal Parallel z Kz Kzt q z GC p w/+q i GC pi w/-q h GC pi to Ridge to Ridge 0 to 15' 0.85 1.00 15.2 10.8 19.6 25.6 20.9 20.0 ft 0.90 1.00 16.1 11.8 20.5 26.5 21.8 h= 22.9 ft 0.93 1.00 16.6 12.2 21.0 27.0 22.3 ridge = 25.3 ft 0.95 1.00 17.0 12.6 21.4 27.3 22.6 NOTE: See figure in ASCE7 for the application of full and partial loading of the above wind pressures. There are 4 different loading cases. Parapet z Kz Kzt qp (psf) 0.0 ft 0.85 1.00 0.0 Windward parapet: 0.0 psf (GCpn = +1.5) Leeward parapet: 0.0 psf (GCpn = -1.0) Windward roof overhangs ( add to windward roof pressure) : 16.6 psf (upward) Page 4 of 40

Peyton-Tomita & Associates JOB TITLE HIP ROOF CANOPY 1370 Brea Blvd. #240 Fullerton, CA 92835 JOB NO. MS1683 SHEET NO. (714) 404-6370 CALCULATED BY DEP DATE 10/31/16 Wind Loads - Components & Cladding : h <= 60' Kh (case 1) = 0.93 h = 22.9 ft Base pressure (qh) = 24.4 psf a = 3.8 ft Minimum parapet ht = 0.0 ft GCpi = +/-0.18 Roof Angle (θ) = 18.4 deg Type of roof = Hip CHECKED BY DATE Ultimate Wind Pressures Roof GCp +/- GCpi Surface Pressure (psf) User input Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 38 sf 500 sf Negative Zone 1-1.08-1.01-0.98-26.4-24.7-23.9-25.0-23.9 Negative Zone 2-1.88-1.53-1.38-45.9-37.4-33.7-38.8-33.7 Negative Zone 3-1.88-1.53-1.38-45.9-37.4-33.7-38.8-33.7 Positive All Zones 0.68 0.54 0.48 16.6 16.0 16.0 16.0 16.0 Overhang Zone 2-2.20-2.20-2.20-53.7-53.7-53.7-53.7-53.7 Overhang Zone 3-2.20-2.20-2.20-53.7-53.7-53.7-53.7-53.7 Negative zone 3 = zone 2, since hip roof with angle <= 25 degrees Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adjacent wall pressure reduced by internal pressure of 4.4 psf Parapet qp = 0.0 psf Surface Pressure (psf) User input Solid Parapet Pressure 10 sf 100 sf 500 sf 16 sf CASE A = pressure towards building (pos) CASE A : Interior zone: 0.0 0.0 0.0 0.0 CASE B = pressure away from bldg (neg) Corner zone: 0.0 0.0 0.0 0.0 CASE B : Interior zone: 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 Walls GCp +/- GCpi Surface Pressure (psf) User input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 48 sf 200 sf Negative Zone 4-1.28-1.10-0.98-31.3-27.0-23.9-28.3-25.7 Negative Zone 5-1.58-1.23-0.98-38.6-30.0-23.9-32.7-27.4 Positive Zone 4 & 5 1.18 1.00 0.88 28.8 24.5 21.5 25.9 23.2 Page 5 of 40

Peyton-Tomita & Associates JOB TITLE HIP ROOF CANOPY 1370 Brea Blvd. #240 Fullerton, CA 92835 JOB NO. MS1683 SHEET NO. (714) 404-6370 CALCULATED BY DEP DATE 10/31/16 CHECKED BY Location of C&C Wind Pressure Zones DATE Ultimate Wind Pressures Roofs w/ θ 10 Walls h 60' Gable, Sawtooth and and all walls & alt design h<90' Multispan Gable θ 7 degrees & Monoslope roofs h > 60' Monoslope 3 degrees 3 < θ 10 h 60' & alt design h<90' h 60' & alt design h<90' Monoslope roofs Multispan Gable & Hip 7 < θ 27 10 < θ 30 Gable 7 < θ 45 h 60' & alt design h<90' Sawtooth 10 < θ 45 h 60' & alt design h<90' Stepped roofs θ 3 h 60' & alt design h<90' Page 6 of 40

Peyton-Tomita & Associates JOB TITLE HIP ROOF CANOPY 1370 Brea Blvd. #240 Fullerton, CA 92835 JOB NO. MS1683 SHEET NO. (714) 404-6370 CALCULATED BY DEP DATE 10/31/16 CHECKED BY DATE Seismic Loads: IBC 2012 Strength Level Forces Risk Category : II Importance Factor (I) : 1.00 Site Class : D Ss (0.2 sec) = 151.40 %g S1 (1.0 sec) = 56.00 %g Fa = 1.000 Sms = 1.514 S DS = 1.009 Design Category = D Fv = 1.500 Sm1 = 0.840 S D1 = 0.560 Design Category = D Seismic Design Category = D Number of Stories: 1 Structure Type: All other building systems Horizontal Struct Irregularities:No plan Irregularity Vertical Structural Irregularities:No vertical Irregularity Flexible Diaphragms: Yes Building System: error Seismic resisting system: Steel ordinary cantilever column system System Structural Height Limit: System not permitted for this seismic design category Actual Structural Height (hn) = 25.3 ft See ASCE7 Section 12.2.5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Response Modification Coefficient (R) = 1.25 Over-Strength Factor (Ωo) = 1.25 Deflection Amplification Factor (Cd) = 1.25 S DS = 1.000 (Sds modified for Cs calculation since S D1 = 0.560 regular structure, T<=0.5 and <= 5 stories ρ = redundancy coefficient Seismic Load Effect (E) = ρ Q E +/- 0.2S DS D = ρ Q E +/- 0.202D Q E = horizontal seismic force Special Seismic Load Effect (Em) = Ωo Q E +/- 0.2S DS D = 1.3 Q E +/- 0.202D D = dead load PERMITTED ANALYTICAL PROCEDURES Simplified Analysis - Use Equivalent Lateral Force Analysis Equivalent Lateral-Force Analysis - Permitted Building period coef. (C T ) = 0.020 Cu = 1.40 Approx fundamental period (Ta) = C T h n x = 0.226 sec x= 0.75 Tmax = CuTa = 0.316 User calculated fundamental period (T) = 0 sec Use T = 0.226 Long Period Transition Period (TL) = ASCE7 map = 12 Seismic response coef. (Cs) = S DS I/R = 0.800 need not exceed Cs = Sd1 I /RT = 1.986 but not less than Cs = 0.044SdsI = 0.044 USE Cs = 0.800 Design Base Shear V = 0.800W Model & Seismic Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x Page 7 of 40

Peyton-Tomita & Associates JOB TITLE HIP ROOF CANOPY 1370 Brea Blvd. #240 Fullerton, CA 92835 JOB NO. MS1683 SHEET NO. (714) 404-6370 CALCULATED BY DEP DATE 10/31/16 CHECKED BY DATE RAFTER LOADS: 2 PSF STANDING SEAM METAL ROOF 1 PSF FELT 2 PSF SHEATHING 5 PSF DL 20 PSF Lr -33.9 PSF WL ZONE 2-24.0 PSF WL ZONE 1 2 FT SPACING 10 PLF DL 40 PLF Lr -67.9 PLF WL ZONE 2-48.0 PLF WL ZONE 1 RAFTER REACTIONS (LBS) BEAM LOADS (PLF) DL Lr WL DL Lr WL RIDGE 109.7 338.9-477.4 54.8 169.5-238.7 EAVE 123.3 381.1-548.4 61.7 190.5-274.2 233.0 720.0-1025.9 Page 8 of 40

Y Z X N1 M1 M2 N2 N3 Envelope Only Solution PTA DEP MS1683 RAFTER SK - 1 Oct 31, 2016 at 9:28 AM RAFTER.r3d Page 9 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 9:29 AM Job Number : MS 1683 Checked By: Model Name : RAFTE R Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E 5 F) Density[k/ft^3] Y ield[ks i] Fu[ksi] 1 A570 G r.33 29500 11346.3.65.49 33 52 2 A607 C 1 G r.55 29500 11346.3.65.49 55 70 3 A653 G R 50 29500 11346.3.65.49 50 65 Cold Formed Steel Section Sets Label S hape Type Des ign List Material Des ign Rul... A [in2] Iyy [in4] Izz [in4] J [in4] 1 C F1A 800S 162-54 Beam CS Default A653 G R 50 Typical.67.195 5.74.000715 J oint C oordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From... 1 N1 0 6 0 0 2 N2 17 0.333333 0 0 3 N3 18 0 0 0 J oint B oundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N1 R eaction R eaction R eaction F ixed 2 N2 R eaction R eaction R eaction Member Primary Data Label I J oint J Joint K Joint Rotate(... S ection/sh... Type Des ign List Material Des ign Rules 1 M1 N1 N2 C F1A Beam C S Default A653 G R 50 Typical 2 M2 N2 N3 C F1A Beam C S Default A653 G R 50 Typical Member Advanced Data Label I R eleas e J Release I Offset[in] J Offset[in] T/C Only P hysical TOM Inactive S eismic Design Rules 1 M1 Yes None 2 M2 Yes None Cold Formed Steel Design Parameters Label S hape Lengt... Lbyy[ft] Lbzz[ft] Lc omp t... Lc omp bot[ft] L-to... Kyy Kzz Cm-...Cm-... Cb R a[ft] y sw...z sw... 1 M1 C F1A 17.92 0.7 2 M2 C F1A 1.054 0.7 Member Dis tributed Loads (BL C 1 : D) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 1 M1 Y -10-10 0 0 2 M2 Y -10-10 0 0 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\RAF TER.r3d] Page 1 Page 10 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 9:29 AM Job Number : MS 1683 Checked By: Model Name : RAFTE R Member Dis tributed Loads (BL C 2 : L r) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 1 M1 P Y -40-40 0 0 2 M2 P Y -40-40 0 0 Member Dis tributed Loads (BL C 3 : W) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 1 M1 y 67.9 67.9 0 3.8 2 M1 y 48 48 3.8 14.2 3 M1 y 67.9 67.9 14.2 0 4 M2 y 67.9 67.9 0 0 Bas ic Load Cases BLC Description Category X Gravity Y Gravity Z G ravity Joint P oint Distribut...Area(Me...S urface(... 1 D DL -1 2 2 Lr R LL 2 3 W WL 4 Lo ad C ombinatio ns Des cription S... P... S... B... Fac... BLC Fac...BLC Fac...B... Fac...B... Fac...B... Fac...B... Fac...B... Fac...B... Fac...B... Fac... 1 D Yes 1 1 2 D+Lr Y es 1 1 2 1 3.6D+.6W Y es 1.6 3.6 Load Combination Design Des cription ASIF CD ABIF S ervice Hot Rolled Cold For... Wood Concrete Masonry Footings Aluminum Connecti... 1 D Yes Yes Yes Yes Yes Yes Yes Yes 2 D+Lr Yes Yes Yes Yes Yes Yes Yes Yes 3.6D+.6W Yes Yes Yes Yes Yes Yes Yes Yes Envelope AISI S 100-12: ASD Cold Formed Steel Code Checks Mem... S hape Code Check Loc...LC S he...lo......p n/... Tn/O...Mny...Mnz... Cb C... C... E qn 1 M1 800S162-54.900 10... 2.205 17...y 2.598 20.06.38 2.147 1.1....6.85 C5... 2 M2 800S 162-54.026 0 2.024 0 y 2 7.616 20.06.38 3.067 2.3....6.85 C3... R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\RAF TER.r3d] Page 2 Page 11 of 40

CEILING DECK CANTILEVER LOADS LENGTH=L= 4.00 FT. DECK WT.= 2.5 PSF MISC. WT.= 0.5 PSF DEAD WT.=W= 3 PSF FASCIA WT.=P= 22 PLF MOMENT=WL^2/2+PL=MD= 112 FT-LBS/FT LIVE LOAD=Lr= 20 PSF MOMENT=Lr*L^2/2=ML= 160 FT-LBS/FT WIND PRESSURES ZONE 3 DOWN=pv= 46.8 PSF FASCIA H= 3.50 FT ZONE 3 UPLIFT=pv= -64.4 PSF C.O.A.=d= 1.17 FT FASCIA WINDWARD=ph= -34.4 PSF MW WIND= -140 FT-LBS/FT FASCIA LEEWARD=ph= 22.9 PSF MW LEE= 94 FT-LBS/FT MOMENT=pv*L^2/2+ph*H*d=MW= 468 FT-LBS/FT -656 FT-LBS/FT LOAD COMBINATIONS MD= MD+MLr= MD+.6MW= 112 FT-LBS/FT 272 FT-LBS/FT 393 FT-LBS/FT MAXIMUM= 393 FT-LBS/FT= 6.284 IN-K/PNL. OK ALLOWABLE= 6.875 IN-K/PNL..6MD-.6MW= -326 FT-LBS/FT= 5.219 IN-K/PNL. OK ALLOWABLE= 8.749 IN-K/PNL. Page 12 of 40

CEILING DECK SPAN LOADS LENGTH=L= 11.42 FT. DECK WT.= 2.5 PSF MISC. WT.= 0.5 PSF DEAD WT.=W= 3 PSF MOMENT=WL^2/8=MD= 49 FT-LBS/FT LIVE LOAD=Lr= 20 PSF MOMENT=Lr*L^2/8=ML= 326 FT-LBS/FT WIND PRESSURES EFFECTIVE AREA=L*L/3= ZONE 3 DOWN= 35.10 PSF ZONE 3 UPLIFT= -33.20 PSF 43.45 SQ.FT. MOMENT=pv*L^2/8=ML= 572 FT-LBS/FT -541 FT-LBS/FT LOAD COMBINATIONS MD= MD+MLr= MD+.6MW= 49 FT-LBS/FT 375 FT-LBS/FT 392 FT-LBS/FT MAXIMUM= 392 FT-LBS/FT= 6.272 IN-K/PNL. OK ALLOWABLE= 8.749 IN-K/PNL..6MD-.6MW= -295 FT-LBS/FT= 4.724 IN-K/PNL. OK ALLOWABLE= 6.875 IN-K/PNL. DECK REACTIONS END CEIL DECK: TRIBS DL FASCIA Lr +W -W CANT.= 4.00 10.41 60.94 208.18 208.18 243.57-223.79 SPAN= 11.42 8.59 18.06 171.82 171.82 201.03-184.71 SPAN= 7.17 8.59 18.06 171.82 171.82 201.03-184.71 SPAN= 11.42 10.41 60.94 208.18 208.18 243.57-223.79 CANT.= 4.00 TOTALS= 38.00 38.00 158.00 760.00 760.00 889.20-817.00 Page 13 of 40

CFS Version 5.0.3 Page 1 Section: ICONDECK40.sct David Peyton ICON GR 40 DECK Peyton-Tomita & Associates Rev. Date: 7/14/2004 9:05:38 AM Section Inputs Material: A653 SQ Grade 40 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 40 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 in^6 Torsion Constant Override, J 0 in^4 Part 1, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.500 90.000 0.093750 None 0.000 0.000 0.250 2 1.000 180.000 0.093750 None 0.000 0.000 0.500 3 3.000 270.000 0.093750 Nested 0.000 0.000 1.500 4 15.969 180.000 0.093750 None 0.000 0.000 7.984 5 2.875 90.000 0.093750 Nested 0.000 0.000 1.438 6 0.875 0.000 0.093750 None 0.000 0.000 0.438 7 0.375 270.000 0.093750 None 0.000 0.000 0.188 Page 14 of 40

CFS Version 5.0.3 Page 2 Section: ICONDECK40.sct David Peyton ICON GR 40 DECK Peyton-Tomita & Associates Rev. Date: 7/14/2004 9:05:38 AM Full Section Properties Area 0.83387 in^2 Wt. 0.0028351 k/ft Width 24.100 in Ix 0.909 in^4 rx 1.044 in Ixy 0.374 in^4 Sx(t) 0.3878 in^3 y(t) 2.344 in α -89.257 deg Sx(b) 1.3859 in^3 y(b) 0.656 in Height 3.000 in Iy 29.758 in^4 ry 5.974 in Xo -0.117 in Sy(l) 3.6421 in^3 x(l) 8.171 in Yo -1.767 in Sy(r) 3.3957 in^3 x(r) 8.764 in jx 0.130 in Width 16.934 in jy 10.800 in I1 29.763 in^4 r1 5.974 in I2 0.904 in^4 r2 1.041 in Ic 30.667 in^4 rc 6.064 in Cw 40.052 in^6 Io 33.283 in^4 ro 6.318 in J 0.000333 in^4 Fully Braced Strength - 2004 North American Specification - US (ASD) Compression Positive Moment Positive Moment Pao 6.010 k Maxo 8.749 k-in Mayo 48.342 k-in Ae 0.27046 in^2 Ixe 0.907 in^4 Iye 21.736 in^4 Sxe(t) 0.3869 in^3 Sye(l) 3.5258 in^3 Tension Sxe(b) 1.3861 in^3 Sye(r) 2.0183 in^3 Ta 19.973 k Negative Moment Negative Moment Maxo 6.875 k-in Mayo 46.655 k-in Shear Ixe 0.441 in^4 Iye 20.365 in^4 Vay 2.203 k Sxe(t) 0.3009 in^3 Sye(l) 1.9479 in^3 Vax 0.000 k Sxe(b) 0.2870 in^3 Sye(r) 3.1433 in^3 Page 15 of 40

Y Z X M36 M9 M8 M6 M5 M4 M3 M2 M42 M41 M40 M39 M38 M16 M17 M18 M19 M7 M20 M21 M22 M23 M24 M25 M26 M27 M61 M43 M60 M1 M81 M50 M80 M53 M57 M28 M29 M30 M31 M33 M12 M32 M55 M56 M51 M69 M44 M45 M46 M47 M48 M49 M11 M35 M10 M59 M15 M34 M58 M52 M90 M54 M75 M89 M71 M67 M70 M66 M65 M68 M64 M14 M74 M85 M88 M73 M87 M63 M13 M62 M72 M79 M84 M83 M86 M78 M77 M82 M76 M96 M97 M95 M91 M37 M94 M93 M92 PTA DEP MS1683 CANOPY FRAME SK - 2 Oct 31, 2016 at 2:44 PM CANOPY FRAME.r3d Page 16 of 40

Z Y X Code Check ( Env ) No Calc > 1.0.90-1.0.75-.90.50-.75 0.-.50.60.60.64.16.56.56.60.67.64.69.67.55.16.60.48.48.74.67.74.46.44.46.59.59.46.74.43.60.61.49.70.70.37.16.79.59.46.59.14.17.46.43.46.49.60.44.70.61.46.54.67.70.74.74.67.74.64.67.46.54.47.16.55.47.64.64.60.16.56 Member Code Checks Displayed (Enveloped) Envelope Only Solution PTA DEP MS1683 CANOPY FRAME SK - 3 Oct 31, 2016 at 2:49 PM CANOPY FRAME.r3d Page 17 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E...Density[k/ft... Y ield[ks i] Ry Fu[ksi] Rt 1 A36 Gr.36 29000 11154.3.65.49 36 1.5 58 1.2 2 A572 G r.50 29000 11154.3.65.49 50 1.1 65 1.1 3 A992 29000 11154.3.65.49 50 1.1 65 1.1 4 A500 G r.42 29000 11154.3.65.49 42 1.4 58 1.3 5 A500 G r.46 29000 11154.3.65.49 46 1.4 58 1.3 6 A53 GR.B 29000 11154.3.65.49 35 1.5 58 1.2 Hot Rolled Steel Section Sets Label S hape Type Des ign List Material Des ign Rul... A [in2] Iyy [in4] Izz [in4] J [in4] 1 HR1 HS S 16x16x6 C olumn S quaretube A500 G r.46 R 2 21.5 873 873 1350 2 HR2 W21x50 Beam Wide Flange A992 R 3 14.7 24.9 984 1.14 3 HR3 W16x36 Beam Wide Flange A992 R 4 10.6 24.5 448.545 4 HR4 W12x14 Beam Wide Flange A992 R 5 4.16 2.36 88.6.07 5 HR5 W12x14 Beam Wide Flange A992 R 5 4.16 2.36 88.6.07 6 HR6 HS S 5x5x4 C olumn S quaretube A500 G r.46 Typical 4.3 16 16 25.8 7 HR7 W12x26 Beam Wide Flange A992 R 5 7.65 17.3 204.3 8 HR8 LL2.5x2.5x4x0 VBrace Double Angle (No G...A36 Gr.36 Typical 2.38 2.57 1.38.052 9 HR9 W10x39 Beam Wide Flange A992 Typical 11.5 45 209.976 J oint C oordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From... 1 N1 12.5 0 13.916667 0 2 N2 48.5 0 13.916667 0 3 N3 84.5 0 13.916667 0 4 N4 12.5 0 24.083333 0 5 N5 48.5 0 24.083333 0 6 N6 84.5 0 24.083333 0 7 N7 0 17.916667 4 0 8 N8 2 17.916667 4 0 9 N9 12.5 17.916667 4 0 10 N10 30.5 17.916667 4 0 11 N11 48.5 17.916667 4 0 12 N12 66.5 17.916667 4 0 13 N13 84.5 17.916667 4 0 14 N14 95 17.916667 4 0 15 N15 97 17.916667 4 0 16 N16 0 17.916667 15.416667 0 17 N17 2 17.916667 15.416667 0 18 N18 12.5 17.916667 15.416667 0 19 N19 30.5 17.916667 15.416667 0 20 N20 48.5 17.916667 15.416667 0 21 N21 66.5 17.916667 15.416667 0 22 N22 84.5 17.916667 15.416667 0 23 N23 95 17.916667 15.416667 0 24 N24 97 17.916667 15.416667 0 25 N25 19 17.916667 15.416667 0 26 N26 78 17.916667 15.416667 0 27 N27 0 17.916667 22.583333 0 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 1 Page 18 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME J oint C oordinates and Temperatures (C ontinued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From... 28 N28 2 17.916667 22.583333 0 29 N29 12.5 17.916667 22.583333 0 30 N30 30.5 17.916667 22.583333 0 31 N31 48.5 17.916667 22.583333 0 32 N32 66.5 17.916667 22.583333 0 33 N33 84.5 17.916667 22.583333 0 34 N34 95 17.916667 22.583333 0 35 N35 97 17.916667 22.583333 0 36 N36 19 17.916667 22.583333 0 37 N37 78 17.916667 22.583333 0 38 N38 0 17.916667 34 0 39 N39 2 17.916667 34 0 40 N40 12.5 17.916667 34 0 41 N41 30.5 17.916667 34 0 42 N42 48.5 17.916667 34 0 43 N43 66.5 17.916667 34 0 44 N44 84.5 17.916667 34 0 45 N45 95 17.916667 34 0 46 N46 97 17.916667 34 0 47 N47 30.5 19.25 2 0 48 N48 66.5 19.25 2 0 49 N49 30.5 19.25 15.416667 0 50 N50 66.5 19.25 15.416667 0 51 N51 19 19.25 15.416667 0 52 N52 78 19.25 15.416667 0 53 N53 19 19.25 19 0 54 N54 78 19.25 19 0 55 N55 30.5 19.25 22.583333 0 56 N56 66.5 19.25 22.583333 0 57 N57 19 19.25 22.583333 0 58 N58 78 19.25 22.583333 0 59 N59 30.5 19.25 36 0 60 N60 66.5 19.25 36 0 61 N61 12.5 19.25 2 0 62 N62 48.5 19.25 2 0 63 N63 84.5 19.25 2 0 64 N64 12.5 19.25 13.916667 0 65 N65 48.5 19.25 13.916667 0 66 N66 84.5 19.25 13.916667 0 67 N67 12.5 19.25 15.416667 0 68 N68 48.5 19.25 15.416667 0 69 N69 84.5 19.25 15.416667 0 70 N70 48.5 19.25 19 0 71 N71 12.5 19.25 22.583333 0 72 N72 48.5 19.25 22.583333 0 73 N73 84.5 19.25 22.583333 0 74 N74 12.5 19.25 24.083333 0 75 N75 48.5 19.25 24.083333 0 76 N76 84.5 19.25 24.083333 0 77 N77 12.5 19.25 36 0 78 N78 48.5 19.25 36 0 79 N79 84.5 19.25 36 0 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 2 Page 19 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME J oint C oordinates and Temperatures (C ontinued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From... 80 N80 2 19.25 2 0 81 N81 95 19.25 2 0 82 N82 2 19.25 15.416667 0 83 N83 95 19.25 15.416667 0 84 N84 2 19.25 22.583333 0 85 N85 95 19.25 22.583333 0 86 N86 2 19.25 36 0 87 N87 95 19.25 36 0 88 N88 19 24.916667 19 0 89 N89 24.666667 24.916667 19 0 90 N90 48.5 24.916667 19 0 91 N91 72.333333 24.916667 19 0 92 N92 78 24.916667 19 0 93 N93 30.5 19.25 4 0 94 N94 66.5 19.25 4 0 95 N95 12.5 19.25 4 0 96 N96 48.5 19.25 4 0 97 N97 84.5 19.25 4 0 98 N98 2 19.25 4 0 99 N99 95 19.25 4 0 100 N100 30.5 19.25 34 0 101 N101 66.5 19.25 34 0 102 N102 12.5 19.25 34 0 103 N103 48.5 19.25 34 0 104 N104 84.5 19.25 34 0 105 N105 2 19.25 34 0 106 N106 95 19.25 34 0 107 N107 42.833333 24.916667 19 0 108 N109 54.166667 24.916667 19 0 J oint B oundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N1 R eaction R eaction R eaction R eaction R eaction R eaction 2 N4 R eaction R eaction R eaction R eaction R eaction R eaction 3 N2 R eaction R eaction R eaction R eaction R eaction R eaction 4 N5 R eaction R eaction R eaction R eaction R eaction R eaction 5 N3 R eaction R eaction R eaction R eaction R eaction R eaction 6 N6 R eaction R eaction R eaction R eaction R eaction R eaction Member Primary Data Label I J oint J Joint K Joint Rotate(... S ection/sh... Type Des ign List Material Des ign Rules 1 M1 N1 N64 HR1 Column S quaretube A500 G r.46 R 2 2 M2 N4 N74 HR1 Column S quaretube A500 G r.46 R 2 3 M3 N2 N65 HR1 Column S quaretube A500 G r.46 R 2 4 M4 N5 N75 HR1 Column S quaretube A500 G r.46 R 2 5 M5 N3 N66 HR1 Column S quaretube A500 G r.46 R 2 6 M6 N6 N76 HR1 Column S quaretube A500 G r.46 R 2 7 M7 N61 N64 HR2 Beam Wide Flange A992 R 3 8 M8 N64 N74 HR2 Beam Wide Flange A992 R 3 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 3 Page 20 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Member Primary Data (C ontinued) Label I J oint J Joint K Joint Rotate(... S ection/sh... Type Des ign List Material Des ign Rules 9 M9 N74 N77 HR2 Beam Wide Flange A992 R 3 10 M10 N62 N65 HR2 Beam Wide Flange A992 R 3 11 M11 N65 N75 HR2 Beam Wide Flange A992 R 3 12 M12 N75 N78 HR2 Beam Wide Flange A992 R 3 13 M13 N63 N66 HR2 Beam Wide Flange A992 R 3 14 M14 N66 N76 HR2 Beam Wide Flange A992 R 3 15 M15 N76 N79 HR2 Beam Wide Flange A992 R 3 16 M16 N7 N9 HR3 Beam Wide Flange A992 R 4 17 M17 N9 N11 HR3 Beam Wide Flange A992 R 4 18 M18 N11 N13 HR3 Beam Wide Flange A992 R 4 19 M19 N13 N15 HR3 Beam Wide Flange A992 R 4 20 M20 N16 N18 HR3 Beam Wide Flange A992 R 4 21 M21 N18 N20 HR3 Beam Wide Flange A992 R 4 22 M22 N20 N22 HR3 Beam Wide Flange A992 R 4 23 M23 N22 N24 HR3 Beam Wide Flange A992 R 4 24 M24 N27 N29 HR3 Beam Wide Flange A992 R 4 25 M25 N29 N31 HR3 Beam Wide Flange A992 R 4 26 M26 N31 N33 HR3 Beam Wide Flange A992 R 4 27 M27 N33 N35 HR3 Beam Wide Flange A992 R 4 28 M28 N38 N40 HR3 Beam Wide Flange A992 R 4 29 M29 N40 N42 HR3 Beam Wide Flange A992 R 4 30 M30 N42 N44 HR3 Beam Wide Flange A992 R 4 31 M31 N44 N46 HR3 Beam Wide Flange A992 R 4 32 M32 N47 N49 HR4 Beam Wide Flange A992 R 5 33 M33 N55 N59 HR4 Beam Wide Flange A992 R 5 34 M34 N48 N50 HR4 Beam Wide Flange A992 R 5 35 M35 N56 N60 HR4 Beam Wide Flange A992 R 5 36 M36 N80 N86 HR5 Beam Wide Flange A992 R 5 37 M37 N87 N81 HR5 Beam Wide Flange A992 R 5 38 M38 N81 N63 HR5 Beam Wide Flange A992 R 5 39 M39 N63 N48 HR5 Beam Wide Flange A992 R 5 40 M40 N48 N62 HR5 Beam Wide Flange A992 R 5 41 M41 N62 N47 HR5 Beam Wide Flange A992 R 5 42 M42 N47 N61 HR5 Beam Wide Flange A992 R 5 43 M43 N61 N80 HR5 Beam Wide Flange A992 R 5 44 M44 N86 N77 HR5 Beam Wide Flange A992 R 5 45 M45 N77 N59 HR5 Beam Wide Flange A992 R 5 46 M46 N59 N78 HR5 Beam Wide Flange A992 R 5 47 M47 N78 N60 HR5 Beam Wide Flange A992 R 5 48 M48 N60 N79 HR5 Beam Wide Flange A992 R 5 49 M49 N79 N87 HR5 Beam Wide Flange A992 R 5 50 M50 N53 N88 HR6 Column S quaretube A500 G r.46 Typical 51 M51 N70 N90 HR6 Column S quaretube A500 G r.46 Typical 52 M52 N54 N92 HR6 Column S quaretube A500 G r.46 Typical 53 M53 N57 N51 HR9 Beam Wide Flange A992 Typical 54 M54 N58 N52 HR9 Beam Wide Flange A992 Typical 55 M55 N88 N90 HR7 Beam Wide Flange A992 R 5 56 M56 N90 N92 HR7 Beam Wide Flange A992 R 5 57 M57 N53 N89 HR8 VBrace Double Angle (No Gap) A36 Gr.36 Typical 58 M58 N54 N91 HR8 VBrace Double Angle (No Gap) A36 Gr.36 Typical 59 M59 N65 N90 HR8 VBrace Double Angle (No Gap) A36 Gr.36 Typical 60 M60 N80 N88 HR5 Beam Wide Flange A992 R 5 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 4 Page 21 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Member Primary Data (C ontinued) Label I J oint J Joint K Joint Rotate(... S ection/sh... Type Des ign List Material Des ign Rules 61 M61 N86 N88 HR5 Beam Wide Flange A992 R 5 62 M62 N81 N92 HR5 Beam Wide Flange A992 R 5 63 M63 N87 N92 HR5 Beam Wide Flange A992 R 5 64 M64 N9 N95 R IG ID None None R IG ID Typical 65 M65 N18 N67 R IG ID None None R IG ID Typical 66 M66 N29 N71 R IG ID None None R IG ID Typical 67 M67 N40 N102 R IG ID None None R IG ID Typical 68 M68 N11 N96 R IG ID None None R IG ID Typical 69 M69 N20 N68 R IG ID None None R IG ID Typical 70 M70 N31 N72 R IG ID None None R IG ID Typical 71 M71 N42 N103 R IG ID None None R IG ID Typical 72 M72 N13 N97 R IG ID None None R IG ID Typical 73 M73 N22 N69 R IG ID None None R IG ID Typical 74 M74 N33 N73 R IG ID None None R IG ID Typical 75 M75 N44 N104 R IG ID None None R IG ID Typical 76 M76 N8 N98 R IG ID None None R IG ID Typical 77 M77 N17 N82 R IG ID None None R IG ID Typical 78 M78 N28 N84 R IG ID None None R IG ID Typical 79 M79 N39 N105 R IG ID None None R IG ID Typical 80 M80 N25 N51 R IG ID None None R IG ID Typical 81 M81 N36 N57 R IG ID None None R IG ID Typical 82 M82 N10 N93 R IG ID None None R IG ID Typical 83 M83 N19 N49 R IG ID None None R IG ID Typical 84 M84 N30 N55 R IG ID None None R IG ID Typical 85 M85 N41 N100 R IG ID None None R IG ID Typical 86 M86 N12 N94 R IG ID None None R IG ID Typical 87 M87 N21 N50 R IG ID None None R IG ID Typical 88 M88 N32 N56 R IG ID None None R IG ID Typical 89 M89 N43 N101 R IG ID None None R IG ID Typical 90 M90 N26 N52 R IG ID None None R IG ID Typical 91 M91 N37 N58 R IG ID None None R IG ID Typical 92 M92 N14 N99 R IG ID None None R IG ID Typical 93 M93 N23 N83 R IG ID None None R IG ID Typical 94 M94 N34 N85 R IG ID None None R IG ID Typical 95 M95 N45 N106 R IG ID None None R IG ID Typical 96 M96 N70 N107 HR8 VBrace Double Angle (No Gap) A36 Gr.36 Typical 97 M97 N70 N109 HR8 VBrace Double Angle (No Gap) A36 Gr.36 Typical Member Advanced Data Label I R eleas e J Release I Offset[in] J Offset[in] T/C Only P hysical TOM Inactive S eismic Design Rules 1 M1 AllP IN Yes None 2 M2 AllP IN Yes None 3 M3 AllP IN Yes None 4 M4 AllP IN Yes None 5 M5 AllP IN Yes None 6 M6 AllP IN Yes None 7 M7 Yes None 8 M8 Yes None 9 M9 Yes None 10 M10 Yes None R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 5 Page 22 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Member A dvanced D ata (C ontinued) Label I R eleas e J Release I Offset[in] J Offset[in] T/C Only P hysical TOM Inactive S eismic Design Rules 11 M11 Yes None 12 M12 Yes None 13 M13 Yes None 14 M14 Yes None 15 M15 Yes None 16 M16 Yes None 17 M17 BenP IN Yes None 18 M18 BenP IN Yes None 19 M19 Yes None 20 M20 Yes None 21 M21 BenP IN Yes None 22 M22 BenP IN Yes None 23 M23 Yes None 24 M24 Yes None 25 M25 BenP IN Yes None 26 M26 BenP IN Yes None 27 M27 Yes None 28 M28 Yes None 29 M29 BenP IN Yes None 30 M30 BenP IN Yes None 31 M31 Yes None 32 M32 Yes None 33 M33 Yes None 34 M34 Yes None 35 M35 Yes None 36 M36 Yes None 37 M37 Yes None 38 M38 AllP IN BenP IN Yes None 39 M39 AllP IN BenP IN Yes None 40 M40 AllP IN BenP IN Yes None 41 M41 AllP IN BenP IN Yes None 42 M42 AllP IN BenP IN Yes None 43 M43 AllP IN BenP IN Yes None 44 M44 AllP IN BenP IN Yes None 45 M45 AllP IN BenP IN Yes None 46 M46 AllP IN BenP IN Yes None 47 M47 AllP IN BenP IN Yes None 48 M48 AllP IN BenP IN Yes None 49 M49 AllP IN BenP IN Yes None 50 M50 Yes None 51 M51 Yes None 52 M52 Yes None 53 M53 Yes None 54 M54 Yes None 55 M55 BenP IN XOO OXX Yes None 56 M56 BenP IN BenP IN Yes None 57 M57 BenP IN BenP IN Yes None 58 M58 BenP IN BenP IN Yes None 59 M59 BenP IN BenP IN Yes None 60 M60 BenP IN BenP IN Yes None 61 M61 BenP IN BenP IN Yes None 62 M62 BenP IN BenP IN Yes None R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 6 Page 23 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Member A dvanced D ata (C ontinued) Label I R eleas e J Release I Offset[in] J Offset[in] T/C Only P hysical TOM Inactive S eismic Design Rules 63 M63 BenP IN BenP IN Yes None 64 M64 O OO XO O Yes None 65 M65 O OO XO O Yes None 66 M66 O OO XO O Yes None 67 M67 O OO XO O Yes None 68 M68 O OO XO O Yes None 69 M69 O OO XO O Yes None 70 M70 O OO XO O Yes None 71 M71 O OO XO O Yes None 72 M72 O OO XO O Yes None 73 M73 O OO XO O Yes None 74 M74 O OO XO O Yes None 75 M75 O OO XO O Yes None 76 M76 O OO XO O Yes None 77 M77 O OO XO O Yes None 78 M78 O OO XO O Yes None 79 M79 O OO XO O Yes None 80 M80 O OO XO O Yes None 81 M81 O OO XO O Yes None 82 M82 O OO XO O Yes None 83 M83 O OO XO O Yes None 84 M84 O OO XO O Yes None 85 M85 O OO XO O Yes None 86 M86 O OO XO O Yes None 87 M87 O OO XO O Yes None 88 M88 O OO XO O Yes None 89 M89 O OO XO O Yes None 90 M90 O OO XO O Yes None 91 M91 O OO XO O Yes None 92 M92 O OO XO O Yes None 93 M93 O OO XO O Yes None 94 M94 O OO XO O Yes None 95 M95 O OO XO O Yes None 96 M96 BenP IN BenP IN Yes None 97 M97 BenP IN BenP IN Yes None Hot Rolled Steel Design Parameters Label S hape Length[ft] Lbyy[ft] Lbzz[ft] Lc omp top[ft]lc omp bot[ft] L-torque[ft] Kyy Kzz Cb Functi... 1 M1 HR1 19.25 2.1 2.1 Lateral 2 M2 HR1 19.25 2.1 2.1 Lateral 3 M3 HR1 19.25 2.1 2.1 Lateral 4 M4 HR1 19.25 2.1 2.1 Lateral 5 M5 HR1 19.25 2.1 2.1 Lateral 6 M6 HR1 19.25 2.1 2.1 Lateral 7 M7 HR2 11.917 Lbyy Lateral 8 M8 HR2 10.167 Lbyy Lateral 9 M9 HR2 11.917 Lbyy Lateral 10 M10 HR2 11.917 Lbyy Lateral 11 M11 HR2 10.167 Lbyy Lateral 12 M12 HR2 11.917 Lbyy Lateral R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 7 Page 24 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Hot Rolled Steel Design Parameters (C ontinued) Label S hape Length[ft] Lbyy[ft] Lbzz[ft] Lc omp top[ft]lc omp bot[ft] L-torque[ft] Kyy Kzz Cb Functi... 13 M13 HR2 11.917 Lbyy Lateral 14 M14 HR2 10.167 Lbyy Lateral 15 M15 HR2 11.917 Lbyy Lateral 16 M16 HR3 12.5 Lbyy Lateral 17 M17 HR3 36 12 12 12 Lateral 18 M18 HR3 36 12 12 12 Lateral 19 M19 HR3 12.5 Lbyy Lateral 20 M20 HR3 12.5 Lbyy Lateral 21 M21 HR3 36 12 12 12 Lateral 22 M22 HR3 36 12 12 12 Lateral 23 M23 HR3 12.5 Lbyy Lateral 24 M24 HR3 12.5 Lbyy Lateral 25 M25 HR3 36 12 12 12 Lateral 26 M26 HR3 36 12 12 12 Lateral 27 M27 HR3 12.5 Lbyy Lateral 28 M28 HR3 12.5 Lbyy Lateral 29 M29 HR3 36 12 12 12 Lateral 30 M30 HR3 36 12 12 12 Lateral 31 M31 HR3 12.5 Lbyy Lateral 32 M32 HR4 13.417 S egment S egment Lbyy S egment Lateral 33 M33 HR4 13.417 S egment S egment Lbyy S egment Lateral 34 M34 HR4 13.417 S egment S egment Lbyy S egment Lateral 35 M35 HR4 13.417 S egment S egment Lbyy S egment Lateral 36 M36 HR5 34 S egment S egment S egment S egment Lateral 37 M37 HR5 34 S egment S egment S egment S egment Lateral 38 M38 HR5 10.5 2 2 Lateral 39 M39 HR5 18 2 2 Lateral 40 M40 HR5 18 2 2 Lateral 41 M41 HR5 18 2 2 Lateral 42 M42 HR5 18 2 2 Lateral 43 M43 HR5 10.5 2 2 Lateral 44 M44 HR5 10.5 2 2 Lateral 45 M45 HR5 18 2 2 Lateral 46 M46 HR5 18 2 2 Lateral 47 M47 HR5 18 2 2 Lateral 48 M48 HR5 18 2 2 Lateral 49 M49 HR5 10.5 2 2 Lateral 50 M50 HR6 5.667 Lateral 51 M51 HR6 5.667 Lateral 52 M52 HR6 5.667 Lateral 53 M53 HR9 7.167 Lbyy Lateral 54 M54 HR9 7.167 Lbyy Lateral 55 M55 HR7 29.5 2 S egment 2 S egment Lateral 56 M56 HR7 29.5 2 S egment 2 S egment Lateral 57 M57 HR8 8.014 Lateral 58 M58 HR8 8.014 Lateral 59 M59 HR8 7.613 Lateral 60 M60 HR5 24.7 2.828 Lbyy Lateral 61 M61 HR5 24.7 2.828 Lbyy Lateral 62 M62 HR5 24.7 2.828 Lbyy Lateral 63 M63 HR5 24.7 2.828 Lbyy Lateral 64 M96 HR8 8.014 Lateral R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 8 Page 25 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Hot Rolled Steel Design Parameters (C ontinued) Label S hape Length[ft] Lbyy[ft] Lbzz[ft] Lc omp top[ft]lc omp bot[ft] L-torque[ft] Kyy Kzz Cb Functi... 65 M97 HR8 8.014 Lateral J oint Loads and E nforced Displacements (B LC 1 : D) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^... 1 N38 L Y -.208 2 N7 L Y -.208 3 N15 L Y -.208 4 N46 L Y -.208 5 N16 L Y -.172 6 N27 L Y -.172 7 N24 L Y -.172 8 N35 L Y -.172 J oint Loads and E nforced Displacements (B LC 2 : EL X) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^... 1 N38 L X.166 2 N7 L X.166 3 N15 L X.166 4 N46 L X.166 5 N16 L X.138 6 N27 L X.138 7 N24 L X.138 8 N35 L X.138 J oint Loads and E nforced Displacements (B LC 3 : EL Z) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^... 1 N38 L Z.166 2 N7 L Z.166 3 N15 L Z.166 4 N46 L Z.166 5 N16 L Z.138 6 N27 L Z.138 7 N24 L Z.138 8 N35 L Z.138 Member Dis tributed Loads (BL C 1 : D) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 1 M55 Y -109.7-109.7 0 0 2 M56 Y -109.7-109.7 0 0 3 M36 Y -61.7-61.7 0 0 4 M43 Y -61.7-61.7 0 0 5 M42 Y -61.7-61.7 0 0 6 M41 Y -61.7-61.7 0 0 7 M40 Y -61.7-61.7 0 0 8 M39 Y -61.7-61.7 0 0 9 M38 Y -61.7-61.7 0 0 10 M37 Y -61.7-61.7 0 0 11 M49 Y -61.7-61.7 0 0 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 9 Page 26 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Member Dis tributed Loads (BL C 1 : D) (Continued) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 12 M48 Y -61.7-61.7 0 0 13 M47 Y -61.7-61.7 0 0 14 M46 Y -61.7-61.7 0 0 15 M45 Y -61.7-61.7 0 0 16 M44 Y -61.7-61.7 0 0 17 M28 Y -60.94-60.94 0 0 18 M29 Y -60.94-60.94 0 0 19 M30 Y -60.94-60.94 0 0 20 M31 Y -60.94-60.94 0 0 21 M19 Y -60.94-60.94 0 0 22 M18 Y -60.94-60.94 0 0 23 M17 Y -60.94-60.94 0 0 24 M16 Y -60.94-60.94 0 0 25 M20 Y -18.06-18.06 0 0 26 M21 Y -18.06-18.06 0 0 27 M22 Y -18.06-18.06 0 0 28 M26 Y -18.06-18.06 0 0 29 M25 Y -18.06-18.06 0 0 30 M24 Y -18.06-18.06 0 0 31 M23 Y -18.06-18.06 0 0 32 M27 Y -18.06-18.06 0 0 33 M60 Y 0-77.5 0 0 34 M61 Y 0-77.5 0 0 35 M62 Y 0-77.5 0 0 36 M63 Y 0-77.5 0 0 Member Dis tributed Loads (BL C 2 : E LX) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 1 M55 X 87.76 87.76 0 0 2 M56 X 87.76 87.76 0 0 3 M36 X 49.36 49.36 0 0 4 M43 X 49.36 49.36 0 0 5 M42 X 49.36 49.36 0 0 6 M41 X 49.36 49.36 0 0 7 M40 X 49.36 49.36 0 0 8 M39 X 49.36 49.36 0 0 9 M38 X 49.36 49.36 0 0 10 M37 X 49.36 49.36 0 0 11 M49 X 49.36 49.36 0 0 12 M48 X 49.36 49.36 0 0 13 M47 X 49.36 49.36 0 0 14 M46 X 49.36 49.36 0 0 15 M45 X 49.36 49.36 0 0 16 M44 X 49.36 49.36 0 0 17 M28 X 48.752 48.752 0 0 18 M29 X 48.752 48.752 0 0 19 M30 X 48.752 48.752 0 0 20 M31 X 48.752 48.752 0 0 21 M19 X 48.752 48.752 0 0 22 M18 X 48.752 48.752 0 0 23 M17 X 48.752 48.752 0 0 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 10 Page 27 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Member Dis tributed Loads (BL C 2 : E LX) (Continued) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 24 M16 X 48.752 48.752 0 0 25 M20 X 14.448 14.448 0 0 26 M21 X 14.448 14.448 0 0 27 M22 X 14.448 14.448 0 0 28 M26 X 14.448 14.448 0 0 29 M25 X 14.448 14.448 0 0 30 M24 X 14.448 14.448 0 0 31 M23 X 14.448 14.448 0 0 32 M27 X 14.448 14.448 0 0 33 M60 X 0 62 0 0 34 M61 X 0 62 0 0 35 M62 X 0 62 0 0 36 M63 X 0 62 0 0 Member Dis tributed Loads (BL C 3 : E LZ) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 1 M55 Z 87.76 87.76 0 0 2 M56 Z 87.76 87.76 0 0 3 M36 Z 49.36 49.36 0 0 4 M43 Z 49.36 49.36 0 0 5 M42 Z 49.36 49.36 0 0 6 M41 Z 49.36 49.36 0 0 7 M40 Z 49.36 49.36 0 0 8 M39 Z 49.36 49.36 0 0 9 M38 Z 49.36 49.36 0 0 10 M37 Z 49.36 49.36 0 0 11 M49 Z 49.36 49.36 0 0 12 M48 Z 49.36 49.36 0 0 13 M47 Z 49.36 49.36 0 0 14 M46 Z 49.36 49.36 0 0 15 M45 Z 49.36 49.36 0 0 16 M44 Z 49.36 49.36 0 0 17 M28 Z 48.752 48.752 0 0 18 M29 Z 48.752 48.752 0 0 19 M30 Z 48.752 48.752 0 0 20 M31 Z 48.752 48.752 0 0 21 M19 Z 48.752 48.752 0 0 22 M18 Z 48.752 48.752 0 0 23 M17 Z 48.752 48.752 0 0 24 M16 Z 48.752 48.752 0 0 25 M20 Z 14.448 14.448 0 0 26 M21 Z 14.448 14.448 0 0 27 M22 Z 14.448 14.448 0 0 28 M26 Z 14.448 14.448 0 0 29 M25 Z 14.448 14.448 0 0 30 M24 Z 14.448 14.448 0 0 31 M23 Z 14.448 14.448 0 0 32 M27 Z 14.448 14.448 0 0 33 M60 Z 0 62 0 0 34 M61 Z 0 62 0 0 35 M62 Z 0 62 0 0 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 11 Page 28 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Member Dis tributed Loads (BL C 3 : E LZ) (Continued) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 36 M63 Z 0 62 0 0 Member Dis tributed Loads (BL C 4 : L r) Member Label Direction S tart Magnitude[lb/ft,F] E nd Magnitude[lb/ft,F] S tart Location[ft,...E nd Location[ft,... 1 M55 Y -338.9-338.9 0 0 2 M56 Y -338.9-338.9 0 0 3 M37 Y -190.5-190.5 0 0 4 M36 Y -190.5-190.5 0 0 5 M44 Y -190.5-190.5 0 0 6 M45 Y -190.5-190.5 0 0 7 M46 Y -190.5-190.5 0 0 8 M47 Y -190.5-190.5 0 0 9 M48 Y -190.5-190.5 0 0 10 M49 Y -190.5-190.5 0 0 11 M38 Y -190.5-190.5 0 0 12 M39 Y -190.5-190.5 0 0 13 M40 Y -190.5-190.5 0 0 14 M41 Y -190.5-190.5 0 0 15 M42 Y -190.5-190.5 0 0 16 M43 Y -190.5-190.5 0 0 17 M60 Y 0-239.7 0 0 18 M61 Y 0-239.7 0 0 19 M62 Y 0-239.7 0 0 20 M63 Y 0-239.7 0 0 Bas ic Load Cases BLC Description Category X Gravity Y Gravity Z G ravity Joint P oint Distribut...Area(Me...S urface(... 1 D DL -1 8 36 2 ELX ELX.8 8 36 3 ELZ ELZ.8 8 36 4 Lr R LL 20 Lo ad C ombinatio ns Des cription S... P... S... B... Fac... BLC Fac...BLC Fac...B... Fac...B... Fac...B... Fac...B... Fac...B... Fac...B... Fac...B... Fac... 1 D Yes C 1 1 2 1.14D+.7E LX Y es C 1 1.14 2.7 3 1.14D+.7E LZ Y es C 1 1.14 3.7 4 1.14D-.7E LZ Y es C 1 1.14 3 -.7 5 D+Lr Y es C 1 1 4 1 6 IB C 16-12 (b) (os-a) Yes C DL 1 S ds*dl.14 Om....7 7 IB C 16-12 (b) (os-b) Yes C DL 1 S ds*dl.14 Om....7 8 IB C 16-16 (os-a) Yes C DL.6 S ds*dl-.14 Om....7 9 IB C 16-16 (os-b) Yes C DL.6 S ds*dl-.14 Om....7 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 12 Page 29 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Load Combination Design Des cription ASIF CD ABIF S ervice Hot Rolled Cold For... Wood Concrete Masonry Footings Aluminum Connecti... 1 D Yes Yes Yes Yes Yes Yes Yes Yes 2 1.14D+.7E LX Yes Yes Yes Yes Yes Yes Yes Yes 3 1.14D+.7E LZ Yes Yes Yes Yes Yes Yes Yes Yes 4 1.14D-.7E LZ Yes Yes Yes Yes Yes Yes Yes Yes 5 D+Lr Yes Yes Yes Yes Yes Yes Yes Yes 6 IBC 16-12 (b) (os-a) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 7 IBC 16-12 (b) (os-b) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 8 IB C 16-16 (os-a) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes 9 IB C 16-16 (os-b) 1.6 Yes Yes Yes Yes Yes Yes Yes Yes Yes Envelope AISC 14th(360-10): ASD S teel Code Checks Member S hape Code Check Loc[... LC S hear...loc[...dirlc P nc/o... P nt/om...mnyy/o...mnzz/o...cb E qn 1 M1 HS S 16x1....670 0 4.047 0 z 4 369.321 592.216 231.867 231.867 1... H1-1b 2 M2 HS S 16x1....670 0 3.047 0 z 3 369.321 592.216 231.867 231.867 1... H1-1b 3 M3 HS S 16x1....588 0 2.042 0 y 2 369.321 592.216 231.867 231.867 1... H1-1b 4 M4 HS S 16x1....587 0 2.042 0 y 2 369.321 592.216 231.867 231.867 1... H1-1b 5 M5 HS S 16x1....671 0 4.047 0 z 4 369.321 592.216 231.867 231.867 1... H1-1b 6 M6 HS S 16x1....671 0 3.047 0 z 3 369.321 592.216 231.867 231.867 1... H1-1b 7 M7 W21x50.602 11.9... 2.096 11.9...y 5 182.063 440.12 30.439 274.451 1... H1-1b 8 M8 W21x50.686 0 2.090 0 y 5 229.808 440.12 30.439 220.69 1... H1-1b 9 M9 W21x50.602 0 2.096 0 y 5 182.063 440.12 30.439 274.451 1... H1-1b 10 M10 W21x50.594 11.9... 2.080 11.9...y 5 182.063 440.12 30.439 274.451 1... H1-1b 11 M11 W21x50.790 5.083 2.084 6.46 z 2 229.808 440.12 30.439 232.846 1... H1-1b 12 M12 W21x50.595 0 2.080 0 y 5 182.063 440.12 30.439 274.451 1... H1-1b 13 M13 W21x50.544 11.9... 5.096 11.9...y 5 182.063 440.12 30.439 274.451 1... H1-1b 14 M14 W21x50.640 10.1... 5.090 0 y 5 229.808 440.12 30.439 232.712 1... H1-1b 15 M15 W21x50.544 0 5.096 0 y 5 182.063 440.12 30.439 274.451 1... H1-1b 16 M16 W16x36.555 12.5 4.049 12.5 y 5 155.713 317.365 26.946 159.681 2... H1-1b 17 M17 W16x36.606 0 4.066 0 y 5 164.173 317.365 26.946 118.592 1 H1-1b 18 M18 W16x36.606 36 4.066 36 y 5 164.173 317.365 26.946 118.592 1 H1-1b 19 M19 W16x36.555 0 4.049 0 y 5 155.713 317.365 26.946 159.681 2... H1-1b 20 M20 W16x36.644 12.5 4.043 12.5 y 5 155.713 317.365 26.946 159.681 1... H1-1b 21 M21 W16x36.699 0 4.111 0 y 5 164.173 317.365 26.946 118.592 1 H1-1b 22 M22 W16x36.699 36 4.111 36 y 5 164.173 317.365 26.946 118.592 1 H1-1b 23 M23 W16x36.644 0 4.043 0 y 5 155.713 317.365 26.946 159.681 1... H1-1b 24 M24 W16x36.644 12.5 3.043 12.5 y 5 155.713 317.365 26.946 159.681 1... H1-1b 25 M25 W16x36.699 0 3.111 0 y 5 164.173 317.365 26.946 118.592 1 H1-1b 26 M26 W16x36.700 36 3.111 36 y 5 164.173 317.365 26.946 118.592 1 H1-1b 27 M27 W16x36.644 0 3.043 0 y 5 155.713 317.365 26.946 159.681 1... H1-1b 28 M28 W16x36.554 12.5 3.049 12.5 y 5 155.713 317.365 26.946 159.681 2... H1-1b 29 M29 W16x36.604 0 3.066 0 y 5 164.173 317.365 26.946 118.592 1 H1-1b 30 M30 W16x36.604 36 3.066 36 y 5 164.173 317.365 26.946 118.592 1 H1-1b 31 M31 W16x36.554 0 3.049 0 y 5 155.713 317.365 26.946 159.681 2... H1-1b 32 M32 W12x14.441 2.096 5.114 1.957 y 5 18.9 124.551 4.741 22.575 1... H1-1b 33 M33 W12x14.434 11.32 5.114 11.46 y 5 18.9 124.551 4.741 22.951 1... H1-1b 34 M34 W12x14.441 2.096 5.114 1.957 y 5 18.9 124.551 4.741 22.575 1... H1-1b 35 M35 W12x14.434 11.32 5.114 11.46 y 5 18.9 124.551 4.741 22.951 1... H1-1b 36 M36 W12x14.599 20.8... 5.053 13.1...y 5 18.9 124.551 4.741 27.39 2... H1-1a 37 M37 W12x14.600 20.8... 5.053 20.8...y 5 18.9 124.551 4.741 27.391 2... H1-1a R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 13 Page 30 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Envelope AISC 14th(360-10): ASD S teel Code Checks (Continued) Member S hape Code Check Loc[... LC S hear...loc[...dirlc P nc/o... P nt/om...mnyy/o...mnzz/o...cb E qn 38 M38 W12x14.161 5.25 3.033 10.5 y 5 98.567 124.551 4.741 43.413 1 H1-1b 39 M39 W12x14.456 9 3.056 0 y 5 93.009 124.551 4.741 43.413 1 H1-1b 40 M40 W12x14.456 9 3.056 0 y 5 93.009 124.551 4.741 43.413 1 H1-1b 41 M41 W12x14.456 9 3.056 0 y 5 93.009 124.551 4.741 43.413 1 H1-1b 42 M42 W12x14.456 9 3.056 0 y 5 93.009 124.551 4.741 43.413 1 H1-1b 43 M43 W12x14.161 5.25 3.033 10.5 y 5 98.567 124.551 4.741 43.413 1 H1-1b 44 M44 W12x14.160 5.25 4.033 10.5 y 5 98.567 124.551 4.741 43.413 1 H1-1b 45 M45 W12x14.456 9 4.056 0 y 5 93.009 124.551 4.741 43.413 1 H1-1b 46 M46 W12x14.456 9 4.056 0 y 5 93.009 124.551 4.741 43.413 1 H1-1b 47 M47 W12x14.456 9 4.056 0 y 5 93.009 124.551 4.741 43.413 1 H1-1b 48 M48 W12x14.456 9 4.056 0 y 5 93.009 124.551 4.741 43.413 1 H1-1b 49 M49 W12x14.160 5.25 4.033 10.5 y 5 98.567 124.551 4.741 43.413 1 H1-1b 50 M50 HS S 5x5x4.674 0 4.061 0 z 4 108.945 118.443 17.468 17.468 1... H1-1b 51 M51 HS S 5x5x4.160 0 5.011 0 z 5 108.945 118.443 17.468 17.468 1... H1-1b 52 M52 HS S 5x5x4.675 0 4.061 0 z 4 108.945 118.443 17.468 17.468 1... H1-1b 53 M53 W10x39.741 3.583 5.163 3.733 y 5 299.87 344.311 42.914 116.766 1... H1-1b 54 M54 W10x39.744 3.583 5.164 3.733 y 5 299.87 344.311 42.914 116.766 1... H1-1b 55 M55 W12x26.495 15.6... 4.107 5.839 y 5 190.01 229.042 20.384 92.814 1 H1-1b 56 M56 W12x26.494 13.8... 4.107 23.6...y 5 190.01 229.042 20.384 92.814 1 H1-1b 57 M57 LL2.5x2.5....740 3.923 5.017 8.014 y 3 22.157 51.305 2.955 2.217 1 H1-1a 58 M58 LL2.5x2.5....745 3.923 5.017 0 y 3 22.157 51.305 2.955 2.217 1 H1-1a 59 M59 LL2.5x2.5....138 0 4.015 7.613 y 2 24.05 51.305 2.955 2.217 1 H1-1b* 60 M60 W12x14.477 13.8... 2.066 24.7 y 5 84.091 124.551 4.741 42.839 1 H1-1b 61 M61 W12x14.477 13.8... 2.066 24.7 y 5 84.091 124.551 4.741 42.839 1 H1-1b 62 M62 W12x14.473 13.8... 2.066 24.7 y 5 84.091 124.551 4.741 42.839 1 H1-1b 63 M63 W12x14.473 13.8... 2.066 24.7 y 5 84.091 124.551 4.741 42.839 1 H1-1b 64 M96 LL2.5x2.5....375 3.673 2.038 0 y 3 22.157 51.305 2.955 2.217 1 H1-1a 65 M97 LL2.5x2.5....166 0 5.038 0 y 3 22.157 51.305 2.955 2.217 1 H1-1b* Envelope J oint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N1 max -.009 3 29.127 5 7.934 4 148.389 4 0 1 139.975 2 2 min -7.511 2 14.13 1-7.94 3-148.383 3 0 1.175 3 3 N4 max -.009 4 29.119 5 7.94 4 148.384 4 0 1 139.929 2 4 min -7.508 2 14.129 1-7.934 3-148.389 3 0 1.186 4 5 N2 max -.012 4 21.29 5 6.178 4 113.377 4 0 1 132.414 2 6 min -7.158 2 11.151 1-6.194 3-113.382 3 0 1.227 4 7 N5 max -.012 1 21.222 5 6.193 4 113.338 4 0 1 132.22 2 8 min -7.149 2 11.116 1-6.176 3-113.339 3 0 1.226 1 9 N3 max.102 4 29.13 5 7.934 4 148.393 4 0 1 137.792 2 10 min -7.398 2 14.131 1-7.94 3-148.385 3 0 1-2.007 4 11 N6 max.101 3 29.122 5 7.941 4 148.388 4 0 1 137.749 2 12 min -7.396 2 14.13 1-7.934 3-148.391 3 0 1-1.993 3 13 Totals: max 0 1 159.01 5 44.12 4 14 min -44.12 2 78.786 1-44.12 3 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 14 Page 31 of 40

Company : P TA Oct 31, 2016 Des igner : DE P 2:49 P M Job Number : MS 1683 Checked By: Model Name : CANOP Y FRAME Envelope J oint Reactions - Overs trength Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N1 max.028 9 16.011 6 0 6.007 6 0 6 174.696 6 2 min -9.375 6 6.187 9-9.926 7-185.478 7 0 6 -.543 9 3 N4 max -.067 9 16.482 7 0 6.002 6 0 6 174.637 6 4 min -9.372 6 6.401 8-9.917 7-185.484 7 0 6 1.306 9 5 N2 max -.005 9 12.717 6 0 6.003 6 0 6 165.516 6 6 min -8.948 6 3.968 9-7.749 9-141.73 7 0 6.102 9 7 N5 max -.005 9 13.901 7 0 6.006 6 0 6 165.271 6 8 min -8.936 6 5.107 8-7.723 9-141.677 7 0 6.102 9 9 N3 max.012 7 16.208 6 0 8 -.003 8 0 6 172.519 6 10 min -9.308 8 6.187 9-9.927 7-185.481 7 0 6 -.233 7 11 N6 max.111 7 16.484 7 0 8 -.006 8 0 6 172.462 6 12 min -9.305 8 6.602 8-9.917 7-185.487 7 0 6-2.187 7 13 Totals: max 0 9 89.816 6 0 8 14 min -55.15 6 36.242 9-55.15 7 R ISA-3D Version 14.0.1 [C :\CAD F ILES\IC ON\M S1683\CANOPY F R AME.r3d] Page 15 Page 32 of 40

Column: M52 Shape: HSS5x5x4 Material: A500 Gr.46 Length: 5.667 ft I Joint: N54 J Joint: N92 LC 4: 1.14D-.7ELZ Code Check: 0.675 (bending) Report Based On 97 Sections Dy -.037 at 0 ft -.092 at 5.667 ft in Dz -2.192 at 0 ft -2.848 at 5.667 ft in 2.051 at 0 ft 2.009 at 0 ft Vy.067 at 0 ft k A 1.956 at 5.667 ft k Vz 1.963 at 5.667 ft k T 0 at 0 ft k-ft Mz.378 at 0 ft 0 at 5.667 ft k-ft My.009 at 5.667 ft k-ft -11.245 at 0 ft fa.477 at 0 ft.455 at 5.667 ft ksi fc 21.792 at 0 ft.018 at 5.667 ft ksi ft -.018 at 5.667 ft -21.792 at 0 ft ksi AISC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.675 Max Shear Check Location 0 ft Location Equation H1-1b Max Defl Ratio Bending Flange Compact Compression Flange Bending Web Compact Compression Web Fy 46 ksi Pnc/om 108.945 k Pnt/om 118.443 k Mny/om 17.468 k-ft Mnz/om 17.468 k-ft Vny/om 33.124 k Vnz/om 33.124 k Tn/om 14.517 k-ft Cb 1.669 Lb KL/r y-y z-z 5.667 ft 5.667 ft 35.252 35.252 L Comp Flange 5.667 ft Torque Length 5.667 ft Tau_b 1 0.061 (z) 0 ft L/104 Non-Slender Non-Slender Page 33 of 40

STUB COLUMN BASE CONNECTION AXIAL= 2.051 K SHEAR= 2.009 K 0.105 K MOMENT= 11.245 FT-K 0.451 FT-K Lweld= Sweld= 20.000 IN. 33.333 IN.² faw= 0.103 KLI fvw= 0.100 KLI 0.005 KLI fbw= 4.048 KLI 0.162 KLI frw= 4.314 KLI REQ'D D= 4.6 /16ths USE: 5/16 FILLET ALL AROUND PLATE t= 0.875 IN. ARM= 7.375 IN. T BOLT= 8.636 K/BOLT <= 9.940 K/BOLT USE: (4)3/4"DIA. A307's Mplate= 25.907 IN-K Zplate= 1.531 IN.³ Mn/1.67= 33.009 IN-K OK Ff= 17.271 K tf= 0.530 IN Rn/1.67= 52.564 K OK Page 34 of 40

PEYTON-TOMITA & ASSOCIATES 11/01/2016 PURLIN CONNECTION (AISC 14TH ED. ASD) PRYING W 16X36 T= 3286.750 LBS B= 9940.000 LBS d= 0.750 IN. bf= 6.985 IN. GAGE= 3.5 IN. tf= 0.43 IN. tw= 0.295 IN. b= 1.603 IN. a= 1.743 IN. b'= 1.228 IN. a'= 2.118 IN. 2.118 ROE= 0.580 2.378 d'= 0.813 IN. p= 3.205 IN. 1 DELTA= 0.746-1.877173 BETA= 3.492 ALPHA'= 1.000 treq'd= 0.272 OK tc= 0.625-0.405144 ALPHA= 0.000 Q= 0 TOTAL T= 3287 OK PURLIN CONNECTION PRYING W 21X50 T= 3286.750 LBS B= 9940.000 LBS d= 0.750 IN. bf= 6.53 IN. GAGE= 3.5 IN. tf= 0.535 IN. tw= 0.380 IN. b= 1.560 IN. a= 1.515 IN. b'= 1.185 IN. a'= 1.890 IN. 1.890 ROE= 0.627 2.325 d'= 0.813 IN. p= 3.120 IN. 1 DELTA= 0.740-1.958829 BETA= 3.229 ALPHA'= 1.000 treq'd= 0.271 OK tc= 0.622-0.747891 ALPHA= 0.000 Q= 0 TOTAL T= 3287 OK Page 35 of 40