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STRUCTURAL DESIGN ANALYSIS
STRUCTURAL DESIGN ANALYSIS OF 17'-10", 5'-2" and 6'-3" LONG BUILDING CANOPIES FOR BURGER KING- LOCATION NO.576 PORT ST. LUCIE, FL SCANNED BY St. Lucie County Prepared for Allen Industries Date: June 25, 2018 Robert -James & Associates, Inc. 12255 West 187`h Street Mokena, Illinois 60448 SIGFS 1 GNr r_ �5 7,'v�G, 4111 L. G1 t TABLE OF CONTENTS 17'-10". 5'-2" and 6'-3" Long Canopies Page # A. Proiect Overview 1 General B. RISA Models 1 Wire Nodes 2 Wire Members 3 Solid Members 4 Solid Members with Loads C. RISA 3-D Data 1-2 Global Conditions 2 Properties 2 Section Sets 3 Joint Coordinates 3-4 Boundary Conditions 4 Design Parameters 4-20 Member Distributed Loads 20 Member Area Loads 20 Basic Load Cases 20 Load Combinations 20 Load Combination Design 21 Envelope Joint Reactions 21-26 Envelope Member Forces 27-32 Envelope Member Stresses 32 Envelope Code Checks D. Calculations 1 Design of Mounting Bolts at Frame Locations 2 Design of Mounting Bolts at Tie Rod Locations A. GENERAL u _-JBERT-JAMES & ASSOCIATES, Inc: 12255 West 187th Street Mokena, Mois 60448 (708)479-8385 File: Allenindl123amcd Site: Burger King Location No. 576 6598 US Highway 1 Port St. Lucie, Florida 34952 Project : 17-10" long x 2'-0" overhang canopy and a 5'-T' long x 2'-0" overhang canopy for installation together on the outside comer of the main entrance elevation and another 6'-3" long x 2'-0" overhang canopy for installation with the previous two canopies on the inside comer of the main entrance elevation. Drawing No. 1806123 rev. A sheets 1 thm 3 of 3. Design loads based on the 2017 Florida Building Code, 6th Edition (ASCE 7-10 ) using Exposure C and 170 mph wind speed. DesignWind Speed : ( mph.) V := 170.0 Based on Risk Category 11 Velocity Pressure Coefficient at a Height of Less Than 15', Exposure C : Kz := 0.85 Based on Table 30.3-1 Topographic Factor: Kzt = 1.00 Based on Table 26.8-1 Wind DirectionaltyFactor: Kd:=0.85 Based on Table26.6-1 Velocity Pressure: ( PSF ) qz := 0.00256•Kz- Kzt. Kd. V2 qz = 53.453 Based on 30.3-1 Combined External Pressure GCp (30.4-1 ) minus hrtemal Pressure GCpi (26.11-1) : GCC=b := 1.65 Load Combination Factor: LCF := 0.60 Based on 2.4.1, Case 7 DesignPrssure:(PSF) F:=gz•GCComb-LCF F=52.919 Use: WL:=53.0 Design Snow Load: (PSF) SL := 0.0 N/A Reference: 2010AluminumDesign Manual, The Aluminum Association Tube: 6061-T6 Temper and Alloy Fy = 27.0 ksi. ; Fb =14.67 ksi. ; Fv =12.00 ksi. Reference: Manual of Steel Conslrucfion, AISC 13th Edition. Mounting Bolts : 18-8 Stainless Steel Fu = 60.0 ksi. ; Ft = 20.00 ksi. ; Fv = 10.00 ksi. Page 1 B. RISA MODELS Robert James & Associate I SK - 1 BK-A B G Entrance Corner Canopies - Port St Lucie, FL I Apr 14, 2018 at 9:19 AM BK Port St Lucie Entrance cam 0 Robert James & Associate SK - 2 BK-A B G Entrance Corner Canopies - Port St Lucie, FL I Apr 14, 2018 at 9:19 AM BK_Port St Lucie —Entrance Corr r Robert James & Associate I SK - 3 BK-A B G Entrance Corner Canopies - Port St Lucie, FL I Apr 14, 2018 at 9:19 AM BK Port St Lucie Entrance Corr 4 0 C. RISA 3-D DATA Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Global Dis la Sections for Member Calcs 5 Max lntemal Sections for Member Cates 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersectin Wood Wall? Yes Area Load Mesh 102 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.60% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration ft/secA2 32.2 Wall Mesh Size in 24 Ei ensclution Convergence Tol. 1.E- 4 Vertical Axis Y Global Member Orientation Plane xz Static Solver S arse Accelerated D namic Solver Standard Solver Hot Rolled Steel Code AISC 14th 360-10 : ASD Ad'ust Stiffness? Yes Iterative RISAConnection Code AISC 14th 360-10 : ASD Cold Formed Steel Code AISI S100-12: ASD Wood Code AF$PA NDS-12: ASD Woad Tem erature 2100F Concrete Code ACI 318-11 Masonry Code ACI 530-13: ASD Aluminum Code AA ADM1-10: ASD - Building Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method Exact Inteciration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab) Yes Bad Framing Warnings? No Unused Force Wamings? Yes Min 1 Bar Diam. S acin ? No Concrete Rebar Set REBAR SET ASTMA615 Min %Steel for Column 1 Max %Steel for Column 8 RISA-313 Version 13.0.1 [CA ... \... \BK_Port St Lucie —Entrance Comer Canopies A B and G.R3D] Page 1 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Global, Continued Seismic Code ASCE 7-10 Seismic Base Elevation ft Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X sec Not Entered T Z sec Not Entered RX 3 RZ 3 Ct Ex , X .75 Ct Ex . Z .75 SD1 1 SDS 1 S11 _ _ 1 _ TL sec 5 Risk Cat l or 11 OmZ 1 mX 1 _ ho Z 1 ho X 1 Aluminum Properties Label E rksil G rksil Nu Thaen r naneil r Tahlc R d N ch,rvell ch,rvdl 1 3003-1-114 10100 3787.5 .33 1.3 .173 Table B... 1 19 16 13 12 141 2 _ 6061-T6 101 3787.5 _ .33 1.3 .173 Table B... 1 38 1 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table B... 1 22 16 16 13 141 4 6063-T6 10100 3787.5 .63 _ 1.3 .173 Table 8... 1 30 25 i _ 25 19 141 5 5052-1-134 10200 3787.5 .33 1.3 .173 Table B... 1 34 26 24 20 141 6 6061-T6 W 10100 -4787.5 _..33 1.3 173 Table B.. 1 24 15 15 5_ 14T Hot Rolled Steel Properties Label Eij G_tksl Nu Therm 1E Densi Yeldrk-H R Fulks] Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 -2 A36 Gr. 6 29000 11154 .3 .65 .49 36 1.5 58 - 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 A500 Gr.B RND 29000 111 .3_ 5 27 42 1.5 A500 GrBRed29000 11154 .3 _65 .527 46 581.3 6 A53 Gr.B 29000 11164 .3 .65 .49. 35 ;1.4 60 12 7 At085 29000 11154 .3 .65 .49 50 65 1.3 Aluminum. Section Sets Label Shann Tune neeinn I ief Mafadal nneinn a rnlr Im, rie,n I- r Al I rinAl 1 2X8AT RT2X8X0.125 Beam AA Channel 6063-TS T ical 2.44 1.87 17.5 5.59 2 1XBAT RT1X3X0.125 Beam AA Channel 6063-T5 T ical .938 .153 5 .422 3 1 DBL 1X3 AT I RT2X3X0.125 Beam AA Channel 6063-T5 T ical 1.19 1 .772 1 1.47 1 1.53 Hot Rolled Steel Section Sets Label Sha e Two De si n List Material Desi n R... A in2 I rn4 Ia in4 J n4 1 0.375 Rod 0.375 ROD VBrace Pie A36 Gr.36 T ical .11 OOos71 .000s7l .002 RISA-3D Version 13.0.1 IC:\ ... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 2 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Corner Canopies - Port St Lucie, FL Joint Coordinates and Temperatures I whorl Y Or v rwl 7 rat r--- rn n.a....r, e-...., n: 1 N1 2 0 11.25 0 2 _ N2 2 0 12.042 0 3 N3 2 0 10.333 0 4 _ N4 2 0 4.333 0 5 N5 2 0 0 0 6 N6 2 0 17.833 7 N7 2 0 17.042 0 8 N8 0 2.333 1.7.042 0 9 N9 0 33 12.042 0 10 N10 0 10.333 0 11 N11 0 33 4.333 0 12 N12 0 17.83 0 13 N13 0 P2.333 17.042 0 1 4 0 11.2515 N16 0 12.042 0 16 N16 0 1033317 N17 0 4.333 0 18 N18 _ 0 0 0 0 19 N19 0 0 2 0 20 1 N20.16 0 0 21 N21 -5.166 0 2 0 22 N22 -5.166 - 0 -6.25 0 23 N23 -3.166 0 -6.25 0 24 N24 -3.166 0 0 0 - 25 N25 -5.166 0 -5.375 0 26 N26 -3.166 0 5.375 _ 0 27 N27 -5.166 0 875 0 28 N28 -3.166 0 -.875 0 29 N29 -4.458 0 0 0 30 N3 -4.458 0 2 0 31 N31 -0.7083 0 0 0 32 N32 -0.7083 0 2 0 33 N33 -0.7083 2.333 2 0 --3-4- 35 934 4_458 _2.333 1 2.333 2 0 N35 -5.166 -.875 0 36 N36- -5.166 1 2.333 1 -5.375 0 Joint Boundary Conditions Joint Label X Winl Y k/ini z n(fmI X Rot rk-ftfradl Y Rot -f lrad Z Rat -f /rad Footin 1 N13 Reaction Reaction Reaction Reaction 2 N15 Reaction Reaction Reaction Reaction 3 N17 Reaction Reaction Reaction Reaction 4 N8 Reaction Reaction Reaction 5 N9 Reaction Reaction Reaction 6 N11 Reaction Reaction Reaction 7 N10 Reaction Reaction Reaction 8 N16 Reaction Reaction Reaction Reaction 9 N33 Reaction Reaction Reaction 10 N34 Reaction Reaction Reaction 11 N35 _Reaction _Reaction Reaction Reaction Reaction Reaction 12_ 13 _N _KW__ Reaction_ N32 Reaction Reaction 14 N30 Reaction Reaction Reaction Reaction 15 N27 Reaction Reaction Reaction Reaction RISA-3D Version 13.0.1 ICA... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 3 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Joint Boundary Conditions (Continued) Joint Label X In Y In Z In X Rot. -tUra Y Rot.-f_t/ra Z Rot. -Wra Footin 1 N1 Reaction Reaction Reaction eaction Aluminum Design Parameters ean t rftIb ft L ;z Loomp topT I corn b K Cb 1 M1 2X8AT 2 L--fun .. ]Lateral 2 M2 2X8AT 11.25 Lb Lateral 3 M3 2XSAT 11.25 1 Lbw Lateral 4 M4 _ 2X8AT 6.583 1 Lbyy Lateral 5 M5 MAT 2 Lbw Lateral 6 MIS 8 T 2 Lbyy Lateral 7 M7 2X8AT 6.583 LbyY Lateral 8 M10 X3AT 2 Lateral 9 M11 1X3AT 2 —Lbw Ow Lateral 10 M12 1X3AT 2 Lbyy Lateral 11 M14 1X3AT 2 Lbw Lateral 12 M16 MAT 3.166 Lbyy Lateral 13 M17 MAT 2 Lbvv Lateral 14 M18 2X8AT 5.166 Lbyy Lateral 15 M19 MAT 6.25 Lbyy Lateral 16 M20 - MAT 2 1 hw Lateral 17 M21 MAT 6.25 Lb Lateral 18 M22 1X3AT 2 Lbw Lateral 19 M23 1X3AT 2 Lbyy Lateral 20 M24 I 1X3AT 2 Lbyy teral 21 M25 I 1X3AT 2 22 MW 2X8AT 2 --Lbw—Lateral Lb Lateral Hot Rolled Steel Design Parameters Label Shang 1 onnthrftl I hwrftl 1 hrlrftl I en fnnrHl I ........ hneal I _...... v.,., v-,-, nh c...,.,.:_.. 1 M8 0.375 Rod 3.073 Lb Lateral 2 M9 0.375 Rod 3.073 Lbvv Lateral 3 M13 0.375 Rod 3.073 Lbyv Lateral 4 M15 0.375 Rod 3.073 Lateral 5 M26 0.375 Rod 3.073 Lateral 6 M27 0.375 Rod 3.073 _ Lateral 7 M28 0.375 Rod 3.073 Lateral 8 _ M29 0.375 Rod 3.073 Lateral Member Point Loads Member Label Direction Magnitude[k,k_ft] Location[ t yo]_� No Data to Print ... Member Distributed Loads (BLC 2: WL->) Member Distributed Loads (BLC 3: WL<-) Member Label Direction Start Magnitude[k/ft,F] End Magnitude[ki t,F] Start Location[ft,%] End Locatlon[k,%] RISA-3D Version 13.0.1 [CA ... \... \BK_Port St Lucie —Entrance Comer Canopies A B and G.R3D] Page 4 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 3: WL<-) (Continued) Member Label DI ion Start Ma nitude kM End Ma nitude klft Start Location f ° End Location ft °/ 1 M7I X I 7035 1 -.035 0 0 0 2 M3 X 035 _ 035 0 0 3 1 M21 I X 1 -.035 -_035 1 D n Member Distributed Loads (BLC 5: WLlona->) Member Distributed Loads (BLC 6 : WLlona<-) Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) Mamher I. ahel rlim,.finn Afar Mnnnifndnr4/ff M Fnd KAl nni4,AaneM m Rfnrf l -e...dw 0%1 e..d i ......r....rw 0/1 1 M1 Y -.0005449 -. 002 3.469e-16 .2 2 1 M1 Y -.002 -.003 .2 .4 3 M1 Y 003 -.004 .4 .6 4 M1 Y -.004 -.005 6 .8 5 M1 Y -.005 -.005 .8 1 5 M1 Y -.005 -.005 1 1.2 7 M1 Y -.005 -.004 1.2 1.4 8 M1 Y -.004 -.003 1.4 1.6 9 M1 Y -.003 -.002 1.6 1.8 10 M1 Y -.002 -.0005449 1.8 11 M2 Y -.002 -.004 .198 .396 12 M2 Y 004 005 96 .594 13 M2 Y -.005 006 .594 .793 14 M2 Y -.006 007 .793 991 15 M2 Y -.007 -.007 .991 1.189 16 M2 Y -.007 -.007 1.189 1.387 17 M2 Y -.007 -.007 1.387 1.585 18 M2 Y -.007 -.007 1.585 1.783 19 M2 Y -.007 -.006 1.783 1.981 20 M2 Y -.005 -.005 1.981 2.18 21 M2 Y -.005 -.005 2.18 2.378 22 M2 Y -.005 -.005 2.378 2.576 23 M2 Y -.005 -.005 2.576 2.774 24 M2 Y -.005 -.005 2.774 2.972 25 M2 Y -.005 -.005 2.972 3.17 26 M2 _ Y -.005 -.005 3.17 3.368 27 M2 Y -.005 -.004 3.368 3.567 28 M2 Y -.004 -.003 3.567 3.765 29 M2 Y -.003 -.002 3.765 3.963 30 M2 Y -.002 0005 91 3 .9 63 4161 31 M2 Y -.0005091 -.0005091 4.161 4.359 32 M2 Y -.0005091 -.002 4.359 4.557 33 M2 Y -.002 -.003 4.557 4.755 34 M2 Y -.003 -.004 4.755 4.954 35 M2 Y -.004 -.005 4.954 5.152 36 M2 Y .005 -.005 5.152 5.35 37 M2 I Y -.005 1 -.005 5.35 5.548 38 M2 I Y -.005 1 -.005 1 5.548 5.746 I RISA-313 Version 13.0.1 ICA... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.113D] Page 5 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name : BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 7: BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Ma nitude ft End MacnitudericKLIZI Start Lo tion ft ° End Location R 39 1 M2 Y -.005 -.005 5.746 5.944 40 M2 Y -.005 _ -.005 5.944 6.142 41 M2 -.005 -.005 6.142 6.341 42 M2 -.005 -.005 6.341 6.539 43 M2 -.005 -.005 6.539 6.737 44 M2 FY -.005 -.005 OR 6.935 45 M2 -.005 -.005 6.935 7.133 46 47 M2 -.005 .005 -.005 7133 7.331 7.529 M2 -.005 48 M2 -.005 -.005 7.529 7.728 49 M2 Y -.005 -.005 7.728 7.926 50 M2 Y -.005 _ -.005 7.926 8.124 51 M2 Y -.005 -.005 8.124 1 8.322 52 M2 Y -.005 -.005 8.322 1 8.52 53 M2 Y -.005 -.005 8.52 8.718 54 M2 Y 005 -.005 8.718 8.916 55 M2 Y -.005 -.005 8.916 9.115 56 M2 Y -.005 -.005 9.115 9.313 - 57 M2 Y -.005 -.005 9.313 9.511 58 M2 _ _ - M -.004 9.511 7 9 59 M2 Y -.004 -.003 9.709 9.907 60 M2 Y -.003 -.002 9.907 10.105 61 M2 Y 1 -.002 -.0005091 10.105 10.304 62 M2 Y -.0005091 -.0005091 10.304 1 10.502 63 M2 Y -.0005091 -.002 10.502 10.7 64 M2 Y -.002 -.002 10.7 10.898 65 M2 Y -.002 0005091 10.898 11.096 66 M3 Y -.0005091 -.002 .154 .352 67 M3 Y -.002 -.002 .352 .55 68 M3 Y -.002 -.0005091 .55 .748 69 M3 Y 0005091 -.0005091 .748 .946 70 M3 Y 0005091 002 .946 1.145 71 M3 Y -.002 003 1.145 1.343 72 IM3 Y 003 -.004 1.343 1.541 73 M3 Y -.004 -.005 1.541 1.739 74 M3 Y -.005 -.005 1.739 1.937 75 M3 Y -.005 -.005 1.937 2.135 76 M3 Y -.005 -.005 2.135 2.333 1 77 M3 Y -.005 -.005 2.333 2.532 78 M3 Y -.005 -.005 2.532 2.73 i 79 M3 Y -.005 -.005 2.73 2.928 80 M3 Y -.005 -.005 2.928 3.126 81 M3 Y -.005 -.005 3.126 3.324 82 M3 Y 005 - -.005 3.324 3.522 1 83 M3 Y -.005 005 3.522 3.721 84 M3 Y -.005 -.005 3.721 1 3.919 85 M3 Y -.005 -.005 3.919 i 4.117 86 M -.005 4117 4. 15 87 M3 Y -.005 -.005 4.315 1 88 M3 Y -.005 -.005 4.513 _513 1 4.711 89 M3 Y 1 -.005 -.005 4.711 4.909 90 M3 Y -.005 -.005 4.909 5.108 91 M3 Y -.005 -.005 5.108 1 5.306 92 M3 Y -.005 -.005 5.306 5.504 93 M3 Y 005 005 5.504 5.702 94 M3 Y .005 -.005 5.702 5.9 95 M3 Y 005 005 5.9 6.098 RISA-313 Version 13.0.1 [CA ... \... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 6 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start MannihiderMHt FI Fnd Mannifi,,Wkt f Fl Ftart I nnaennre oi+ Fnd I oc. flonro oar 96 1 M3 Y -.005 -.004 6.098 6.296 97 M3 Y 1 -.004 -.003 6.296 6.495 98 M3 Y 1 -.00 -.002 6.495 6.693 99 M3 Y -.002 -.0005091 6_693 6.891 100 M3 Y 0005091 -.0005091 6.891 7.08 101 M3 Y -.0005091 -.002 7.089 7.287 102 3 Y -.002 -.003 7.287 7.485 103 M3 Y 003 -.004 7.485 7.683 104 M3 Y _ -.004 -.005 7.683 7882 105 M3 Y -.005 -.005 7.882 8.08 106 M3 Y -.005 -.005 8.08 8.278 107 M3 Y -.005 -.005 8.278 8.476 108 M3 Y -.005 -.005 8.476 8.674 109 M3 Y -.005 -.005 8.674 8.872 110 M3 Y -.005 -.005 8,872 _ 9.07 111 M3 Y -.005 -.005 9.07 9.269 112 M3 Y -.005 005 9.269 9.467 113 M3 Y -.005 -.005 9.467 9.665 114 M3 Y -.005 -.005 9.665 9.863 115 IM Y -.005 -.005 9.863 10.061 116 IM3 I Y 1 -.005 005 10.061 1 11 .259 117 M3 I Y -.005 -.004 10.259 1 10.457 118 M3 Y -.004 -.003 10,457 10.656 1 119 M3 Y -.003 -.002 10.656 10.854 120 M3 Y -.002 0005091 10.854 11.052 121 M4 Y -.0005078 -.002 .044 .242 122 M4 Y -.002 -.002 .242 441 123 M4 Y 002 0005078 .441 .639 124 M4 Y -.0005078 -.0005078 .639 .837 125 M4 Y -.0005078 -.002 .837 1.035 126 M4 Y -.002 -.003 1.035 1.233 127 M4 Y -.003 -.004 1.233 1.431 128 M4 Y -.004 -.005 1.431 1.629 129 M4 Y .005 -.005 1.629 1.828 130 131 M4 M4 Y -.005 -.005 -.005 1828 2.026 2.224 Y -.005 2.026 132 _ M4 Y -.005 -.005 2.224 2.422 133 M4 Y -.005 -.005 2.422 2.62 134- . M4 Y -.005 -.005 2.62 2.818 135 M4 Y -.005 -.005 2.818 3.016 136 M4 Y -.005 -.005 3.016 3.215 1 137 M4 Y -.005 -.005 3.215 3.413 138 M4 Y -.005 -.005 3.413 1 3.611 139 M4 Y -.005 -.005 3.6111 3.809 140 M4 Y -.005 -.005 3.809 1 4.007 141 M4 Y -.005 -.005 4.007 1 4.205 142 M4 Y -.005 -.005 4.205 4.403 143 M4 Y -.005 -.005 4.403 4.602 1_44 145 _M4 M4 Y 005 005 -.004 4,602_ _4.81 4.998 Y -.005 4.8 146 M4 Y -.004 -.003 4.998 1 5.196 1 147 M4 Y -.003 -.002 5.196 5.394 48 M4 Y -.002 -.001 5.394 5.592 14 149 M4 Y 001 -.0005078 5,592 5.79 150 M4 Y 0005078 -.0005078 5.79 6.989 i 951 M4 Y -.0005078 001 5_989�f�6.187 152 M4 Y 001 _ 001 6.187 _._ 6.385 RISA-313 Version 13.0.1 [CA ... \...\BK_Port St I.ucie_Entrance Comer Canopies A B and G.R3D] Page 7 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) (Continued) Member Label ❑Irartinn Rtnd MannihidorkPo wi Fnd Mannihidarv/e m R1od i neeennre oii Ced i -r;..,,rw o/I 153 M5 Y -.0005449 _.._..._ ....___._... -.002 _..... _............ .. .. 2.318e-15 �....-.. .......... .2 1541 M5 Y 1 -.002 -A02 .2 4 155 M5 Y -.002 -.002 .4 .6 156 M5 Y -.002 -.002 .6 .8 157 M5 Y 1 -.002 -.002 .8 1 158 M5 Y 1 -.002 -.002 1 12 159 M5 Y 1 -.002 -.002 1.2 1.4 160 161 M Y -.002 - 002 -.002 1.4 L6 M5 Y -.002 1.6 1.8 162 M5 Y _ -.002 -.0005449 1.8 _ 2 i 1631 M6 Y -9.907e-5 -.002 8.882e-16 .2 1641 M6 Y -.002 _ -.004 .2 .4 165 M6 Y -.004 -.005 .4 .6 166 M6 Y -.005 -.005 .6 .8 167 M6 Y -.005 -.005 .8 1 168 M6 Y -.005 -.005 1 1.2 169 M6 Y .005 -.005 1.2 1.4 170 M6 Y- -.005 -.004 1.4 1.6 171 M6 Y -.004 -.002 1.6 1.8 172 M6 2 -9.9 7 -5 1.8 2 173 M7 Y -.001 -.001 .198 .396 174 M7 Y - -.001 -.0005078 .396 .594 1751 M7 Y -.0005078 -.0005078 .594 .793 1761 M7 Y -.0005078 -.001 793 1 177 M7 Y -.001 -.002 .991 1.189 178 M7 Y -.002 -.003 1.189 1.387 179 M7 Y -.003 -.004 1.387 1.585 180 M7 Y -.004 -.005 1.585 - 1.783 181 M7 Y -.005 -.005 1.783 1.981 182 M7 Y -.005 -.005 1.981 2.18 183 M7 Y -.005 -.005 2.18 2.378 184 M7 Y -.005 -.005 2.378 2.576 185 M7 Y 1 -.005 -.005 2.576 2.774 186 M7 Y 005 2.774 2,972 187 M7 Y -.005 -.005 2.972 3.17 188 M7 Y -.005 -.005 3.17 3.368- 189 M7 Y -.005 -.005 3.368 190 M7 Y -.005 -.005 3.567 3.765 191 M7 Y 1 -.005 -.005 3.765 3.963 192 M7 Y 005 -.005 3.963 1 4.161 1931 M7 Y -.005 -.005 1 4.161 1 4.359 194 M7 Y -.005 -.005 4.359 4,557 195 M7 Y -.005 -.005 4.557 4.755 196 M7 Y -.005 -.005 4.755 4.954 197 M7 Y -.005 -.004 4.954 5.152 198 M7 Y -.004 -.003 5.152 5.35 199 M7 Y -.003 -.002 5.35 5.548 200 7 Y 2 -.00050785.746 201 M7 Y -.0005078 =.0005078 5.746 5.944 202 M7 Y -.0005078. -.002 5.944 6.142 203 M7 Y -.002 -.002 1 6.142 6.341 204 M7 Y -.002 -.0005078 6.341 205 M10 Y .0003468 -.003 1.124e-15 .2 206 M10 Y -.003 -.005 .2 .4 207 M10 Y -.005 -.006 .4 .6 208 M10 Y 006 -.007 .6 18 209 M10 Y 1 -.007 -.007 .8 1 RISA-3D Version 13.0.1 [C:\...\... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 8 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) (Continued) Mwmhwr I ahwl Mi 'firm Sfarf Mwnnifi rdnfLM M Pnd RA-ih.d.oeM M Q+eM 1-nownnM W 1 C..d 1 ......w....rw 210 M10 Y -. 07 -.007 _--......... .. 1 �....- ............ .. .. 1.2 211 M10 Y -.007 -.006 1.2 1 1.4 212 M10 Y -.006 -.005 1.4 1 16 213 M10 Y -.005 -.003 1.6 1.8 214 M10 Y -.003 .0003468 1.8 2 215 M11 Y -9.907e-5_ -.002 2.776e-16 .2 6 M1 Y -.002 -.004 .2 4 217 M11 Y -.004 -.006 .4 .6 218 M11 Y -.006 -.008 .6 2191 M11 Y -.008 -.009 .8 1 220 M11 Y -.009 -.008 1 1.2 221 M11 Y -.008 -.006 1.2 1.4 222 M11 Y _ 006 -.004 1.4 1.6 223 M11 Y -.004 -.002 1.6 1.8 224 M11 Y _ -.002 -9.907e-5 1.8 225 M12 Y -9.907e-5 -.002 7.078e-16 .2 226 M12 Y -.002 -.004 .2 4 227 M12 Y 004 -.005 .4 .6 228 M1 -.005 -.006 .6 .8 229 M12 Y -.006 -.006 .8 1 230 M12 Y -.00 -.006 1 12 _ 231 M12 Y -.006 -.005 1.2 1.4 232 M12 Y -.005 -.004 1.4 1.6 233 M12 Y -.004 -.002 1.6 1.8 234 M12 Y -.002 -9.907e-5 1.8 2 235 M14 Y -9.907e-5 -.002 7.633e-16 .2 236 M14 Y -.002 -.004 .2 .4 - 237 M14 Y -.004 -.005 .4 .6 238 M14 Y -.005 -.006 .6 .8 1 239 M14 Y -.006 -.006 .8 1 240 M14 Y -.006 -.006 1 1.2 241 M14 Y .006 -.005 1.2 1.4 242 M14 Y -.005 -.004 1.4 1.6 243 M14 Y -.004 -.002 1.6 1.8 244 2451 M14 Y 002 =9.907e_5 -.002 1.8 2 M2 Y -.0005464 2.776e-16 .2 246 M16 _ Y _ __ . -.001 -.001 .199 .397 _ 247 M16 Y 1 .001 -.0005022 .397 .594 248 _ M16 Y -.0005022 -.0005022 .594 92 I 249 M16 Y -.0005022 -.002 .792 1 99 250 M16 Y _ -.002 -.003 .99 1 1.188 251 M16 Y -.003 -.004 1.188 1.386 252 M16 Y __ -.004 -.005 1.386 1 1.583 253 M16 Y -.005 -.005 1.583 1.781 254,1 M16 Y -.005 005 1.781 1979 255 M16 Y -.005 -.005 1.979 2.177 256 M16 Y _ -.005 -.005 2.177 1 2.375 1 257 M16 Y -.005 005 2.3751 2_573 2.77 258_ 259 M16 M16 Y .005 -.005 2,573- 2.77 Y -.005 -.005 2.968 260 M16 Y -.005 -.005 2.968 3.166 I 261 M17 Y -.0005464 -.002 1.665e-16 1 .2 262 M17 Y -.002 -.002 .2 1 .4 263 M17 Y .002 -.002 .4 .6 264 M17 Y 002 -.002 6 8 265 M17 Y -.002 002 .8 1 12601 M17 Y I -AM -.002 1 1.2 RISA-3D Version 13.0.1 [CA ... \... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 9 Company Robert James R Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) (Continued) Mamhor I ahal flirocann Blarl M.-Th.dnr4H/ M Gnd RA-ih,d.n,m m C1ud I .... 4:-ro o%1 c..d i / 1 267 M17 Y -.002 -.002 1.2 1.4 268 M17 Y -.002 -.002 1.4 1 16 269 M17 Y -.002 -.002 1.6 1.8 270 M17 Y -.002 -.0005464 1.8 2 271 M18 Y -.001 -.001 .199 .397 272 M18 Y -.001 -.0005 .397 .596 _ 273 M18 Y -.0005 -.0005 .596 .795 274 275 M18 Y -.0005 - -.002 -.003 795 .993 993 M18 Y 002 1.192 2761. M18 Y -.003 _ -.003 1.192 1.391 1 2771 M18 Y -.003 -.004 1.391 1.59 278 M18 Y -.004 -.005 1.59 _- 1.788 279 M16 Y -.005 -.005 1.788 1.987 280 M168 Y -.005 -.005 1.987 _ 2.186 1 281 M18 Y -.005 -.005 2.186 2.384 282 M18 Y -.005 -.005 2.384 2.583 283 M18 Y -.005 -.005 2.583 2.782 284 M18 Y -.005 -.005 2.782 2.98 285 M18 Y -.005 -.005 2.98 3.179 286 -M18 Y 005 -.005 3.179 3.378 287 M18 Y 1 -.005 -.005 3.378 3.576 288 M18 Y -.005 -.004 3.576 3.775 I 289 M18 Y -.004 -.002 3.775 3.974 2901 M1 Y 002 -.001 " 73 291 M18 Y -.001 -.0005 4.173 4.371 292 M18 Y -.0005 -.0005 4.371 4.57 1 293 M18 Y -.0005 -.001 4.57 4.769 294 M18 Y -.001 -.001 4.769 4.967 i 295 M24 Y -9.935e-5 -.002 3.469e-16 2 296 M24 Y -.002 004 .2 .4 i 297 M24 Y -.004 -.005 .4 .5 298 M24 Y -.005 -.006 .6 .8 299 M24 Y -.006 -.006 .8 1 0 M24 Y -_006 - 006 1 1 1.2 301 M24 Y -.006 -.005 1.2 1.4 302 M24 Y 005 -.004 1.4 1.6 i 303 M24 Y -.004 -.002 1.6 1.8 304 M24 Y -.002 -9.935e-5 1.8 2 1 305 M25 Y -9.935e-5 -.002 1.527e-16 .2 306 M25 Y -.002 -.004 .2 .4 307 M25 Y -.004 -.005 .4 .6 308 M25 Y -.005 -.006 .6 .8 309 M25 Y -.006 -.006 .8 1 310 M25 Y -.006 -.006 1 1.2 311 M25 Y -.006 -.005 1.2 1.4 312 M25 Y -.005 -.004 1.4 6 313 M25 Y .004 -.002 1.6 1.8 314 M2 Y -9.935e-5 1.8 315 M30 Y -.005 -.005 .013 .212 316 M30 Y -.005_ -.005 .212 .41 317 M30 Y -.005 -.004 .41 .609 318 M30 Y -.004 -.003 .609 808 319 M30 Y -.005 -.004 .808 1.007 320 M30 Y 04 -.003 1.007 4 1.205 321 M30 Y 1 -.003 -.003 1.205 1.404 322 M30 Y -.003 -.003 1.404 1 1.603 323 M30 Y -.003 -.003 1.603 1 1.801 RISA-31D Version 13.0.1 [CA ... \... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 10 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) (Continued) Mamhnr I ah.1 M.'finn QfnJ MnnniAilane 1 M LnA hAnnnil„Aer4M M Q#�r _linnr" o/1 C..A 1 ..... ---ra .11 324 M19 Y -.0605167 -.002 .195 .391 325 M19 Y -.002 -.002 .391 .58_6 326 _ M19 Y -.002 -.0005167 .586 .781 327 M19 Y -.0005167 -.0005167 .781 .977 328 M19 Y -.0005167 -.002 977 1.172 329 M19 Y -.002 -.003 1.172 1.367 30 M19 Y -.003 -.004 1.367 1.563 331 M19 Y -.004 -.005 1.563 1.75E 32 M19 Y -.005 005 1.758 1.953 333 M19 Y -.005 -.005 1.953 2.148 3341 M19 Y -.005 -.005 2.148 2.344 335 M19 Y -.005 -.005 2.344 2.539 336 M19 Y -.005 005 2.539 2.734 337 M19 Y -.005 -.005 2.734 2.93 338 M19 Y -.005 -.005 2.93 3.125 339 M19 Y -.005 -.005 3.125 3.32 340 M19 Y 005 -.005 3.32 .516 341 M19 -.005 -.005 3.516 3.711 342 M19 -.005 -.005 .711 3.906 343 M19 vYYY; -.005 -.005 3.906 4.102 44 M19 -.005 -.005 4.102 297 345 M19 -.005 -.005 4.297 4.492 346 M19 -.005 -.004 4.492 4.688 347 M19 -.004 -.003 4.688 4.883 348 M19 . Y -.003 -.002 _ 4.883 1 5.078 349 M19 Y -.002 -.0005167 5.078 1 5.273 50 M19 Y -.0005167 -.0005167 5.273 1 5.469 351 M19 Y 1 -.0005167 -.002 5.469 1 5.664 352 M19 Y 1 -.002 -.002 5.664 I 5.859 353 M19 Y 1 -.002 -.0005167 5.859 6.055 354 M20 Y -.0005371 -.002 0 .2 355 M20 Y -.002 -.002 .2 .4 356 M20 Y -.002 -.002 .4 .6 357 M20 Y -.002 -.002 .6 .8 358 - M20 Y -.0.02 -=2 .8 1 359 M20 Y -.002 -.002 1 1.2 360 M20 Y -.002 -.002 1.2 1.4 361 M20 Y -.002 -.002 1.4 1.6 362 M20 Y -.002 -.002 1.6 1.8 363 M20 Y -.002 -.0005371 1.8 2 364 M21 Y 0005167 -.002 .195 .391 1 365 M21 Y -.002 -.002 .391 .586 366 M21 Y 1 -.002 -.0005167 .586 .781 367 M21 Y 1 -.0005167 -.0005167 .781 .977 36B M21 Y 1 -.0005167 -.002 .977 1.172 369 M21 Y 1 -.002 -.003 1.172 1.367 370 M21 Y __ -.003 004 1.367 1.563 371 M21 Y 004 005 1.563 1.758 372__ 373 M21 Y-.00.5- Y 1 -.005 0_0.5 1.758 1.953 1.953 M21 -.005 2.148 3741 M21 Y -.005 -.005 2.148 2.344 1 375 M21 Y -.005 -.005 2.344 2.539 376 M21 Y -.005 -.005 2.539 2.734 377 M21 Y -.005 -.005 2.734 2.93 379 M21 Y -.00 -.005 2.93 3.125 379 M21 Y -.005 .005 3.125 3_32 380 M21 Y 005 005 3.32 3.516 RISA-3D Version 13.0.1 ICA... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 11 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 7 : BLC 1 Transient Area Loads) (Continued) Member Label ❑irecfinn RfarI MannihiAark/ft F1 PnA Mannihidor4M M Rfarf 1 nrn£rnnre 0/1 PnA 1 n-H-M °Ll 381 1 M21 Y 00505 -.005 3.516 3.711 382 _ M21 Y 0 -.005 3.711 3.906 383 M21 Y -.005 -.005 3.906 4.102 384 M21 Y -.005 -.005 4.102 4.297 385 M21 Y 1 -.005 -.005 4.297 4.492 386 M21 Y .005 -.004 4.492 4.688 387 M21 Y 1 -.004 -.003 4.688 4.883 3.88 389 - M21 Y 003 -.002 -.0005167 4.883 5.078 _ 5 078 5.273 M21 Y -.002 390 M21 Y 1 -.0005167 -.0005167 5.273 1 5.469 1 391 M21 Y -.0005167 -.002 5.469 5.664 392 M21 Y -.002 -.002 5.664 1 5,859 1 393 M21 Y 1 -.002 -.0005167 5.859 6.055 394 M22 Y I -9.766e-5 -.002 1.332e 15 .2 395 M22 Y 1 -.002 -.004 .2 .4 396 M22 Y 1 -.004 -.005_ 4 .6 1 397 M22 Y -.005 -.006 .6 .8 398 M22 Y -.006 -.007 .8 399 M22 Y -.007 -.006 1 1.2 400 M22. Y -.006 -.005 1.2 _. 14 401 M22 Y -.005 -.004 1.4 1.6� 402 M22 Y -.004 002 1.6 1.8, 403 M22 Y -.002 -9.766e-5 1.8 2 404 M23 Y -9.766e-5 -.002 5.9 7e_16 405 M23 Y -.002 -.004 .2 1 .4 406 M23 Y -.004 -.005 .4 407 M23 Y 1 -.005 -.006 .6 .8 408 M23 Y 1 -.006 -.007 .8 1 409 M23 Y -.007 -.006 1 1.2 410 M23 Y 16 -.005 1.2 1.4 411 M23 Y -.005 -.004 1.4 1.6 412 M23 Y -.004 -.002 1.6 1.8 413 M23 Y .002 -9.766e-5 1.8 2 414 30 -.0005371 002 5.69e-1 6 .2 415_ M30 I Y 1 -.002 -.002 -.002 .2 .4 i .4 .6 416 M30 I Y 1 -.002 417 M30 Y 002 -.002 .6 .8 418 M30 Y _ -.002 -.0005371 1.8 1 2 Member Distributed Loads WC 8: BLC 4 Transient Area Loads) memoer Label Ulrecaon Start Ma nitude kIft F End Ma nitude F start Location ft % End Location R 1 M1 Y .006 .016 3.469e-16 .2 2 M1 Y .016 .027 .2 .4 i 3 M1 Y .027 .037 .4 .6 4 M1 Y _ .037 .048 .6 .8 1 5 M1 Y .048 .053 .8 1 6 M1 Y .053 .048 1 1.2 7 M1 Y .048 .037 1.2 1.4 8 M1 Y .037 .027 1.4 1.6 9 M1 Y .027 .016 1.6 1.8 10 M1 Y .016 .006 1.8 2 11 M2 Y .022 .038 .198 .398 12_ 13 M2 Y Y _-.038 .048 .048 .059 .396 .594 .793 M2 594 14 M2 Y .059 .069 .793 991 15 M2 Y .069 .075 MI1.189 RISA-313 Version 13.0.1 [CA ... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 12 Company Robert James $ Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) Member Label Direction Start Ma nitude kKt End Ma nitude kHt Fl Start Location 8 %l End Location R % 16 1 M2 Y .075 .075 1.189 1.387 17 M2 Y .075 .075 1.387 1.5_85 18 M I Y .075 .069 1.585 1.783 19 M2 Y .069 .059 1.783 1.981 20 M2 Y 053 .053 1.981 2.1 21 M2 Y .053 .053 2.18 2_378 22 M2 Y 05 .053 2.378 2,576 23 M2 Y .053 .053 2.576 2.774 24 M2 Y .053 .053 2.774 2,972 25 M2 Y .053 .053 2.972 3.17 26 M2 Y .053 _ _ .048 3.17 3.368 27 M2 Y .048 .037 3.368 3.567 28 M2 Y .037 .027 3.567 3.765 29 M2 Y .027 .016 3.765 3.963 30 M2 Y 016 .005 3.963 4.161 31 M2 Y .005 .005 4.161 4.359 32 M2 Y .005_ .016 4.359 4.557 33 M2 Y .016 .027 4.557 4.755 34 M2 Y 021 .037 4.755 4.954 35 M2 Y .037 .048 4.954 5.152 2 Y 48 .0 5.152 5 37 M2 Y .053 .053 5.35 5.548 38 M2 Y .053 _053 5.548 5.746 39 M2 Y 1 .053 .053 5.746 5.944 40 M2 Y .053 .053 5.944 6.142 41 M2 Y .053 .053 6.142 6.341 42 M2 Y .053 .053 6.341 6.539 43 1 M2 Y .053 .053 6.539 6.737 44 M2 Y .053 .053 6.737 6.935 45 M2 Y .053 .053 6.935 7.133 46 M2 Y .053 .053 7.133 7.331 - 47 M2 Y .053 .053 7.331 7.529 48 M2 Y .053 .053 7.529 7.728 49 M2 Y .053 .053 7.728 7.926 50_ 51 M2 Y _ _ .053 .053 .053 .053 _ 7,926 8124 8.322 M2 Y 8.124 52 M2 Y 053 .053 8.322 f 8.52- 53 M2 Y .053 .053 8.52 8.718 54 M2 Y .053 .053 8.718 8.916 55 M2 Y .053 .053 8.916 9.115 56 M2 Y .053 .053 9.115 9.313 57 M2 Y .053 .048 9.313 9.511 58 M2 Y .048 - .037 9.511 59 M2 Y .037 .027 9.709 9.907 60 M2 Y _ .027 .016 9.907 10.105 61 M2 Y .016 .005 10.105 10.304 62 M2 Y .005 .005 10.304 10.502 63 M2 Y 005 .016 10_502 10.7 64 65 M_ 2 Y .016 .016 .005 10.7 10.898 11.096 M2 I Y 1 .016 10.898 66 M3 Y .005 .016 .154 .352 67 M3 Y .016 .016 .352 .55 68 M3 Y 1 .016 .005 .55 .748 69 M3 I Y .005 .005 .748 .946 70 M3 Y _00 .016 .946 1.145 71 _ M3 Y 016 .027 1.145 1.343 72 M3 Y 027 037 1.343 1.541 RISA-31D Version 13.0.1 [CA ... \... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 13 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BK-A B G Entrance Comer Canopies - Part St Lucie, FL _ _Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) 73 memoer L-aoei M3 uuecuon Y sw a mtuae r .037 tna nna nnuae Km F .048 Start Location ft ° 1.541 ft End Location 76 1.739 74 M3 i Y .048 .053 1.739 1.937 75 _ M3 I Y .053 .053 1.937 2.135 76 M3 iY .053 .053 2.135 2.333 77 M3 Y .053 .053 2.333 2.532 78 M3 Y 053 .053 2.532 73 79 M3 Y .053 .053 2.73 28 80_- 81 93 Y 053 053 .053 2.928 -26 3.126 M3 Y .053 24 93721 82 M3 Y .053 .053 3.324 22 83 M3 Y .053 .053 3.522 84 M3 Y .053 .053 3.721 3.919 85 M3 Y .053 .053 3.919 4.117 86 1 M3 Y .053 .053 4.117 4.315 I 87 M3 Y .053 .053 4.315 4.513 88 M3 Y .053 .053 4.513 4.711 89 M3 Y .053 .053 4.711 4.909 90 M3 Y .053 .053 4.909 5.108 91 M3 Y .053 .053 5.108 5.306 92 M3 . _ Y .053 53 5.306 5.504 93 M3 Y .053 .053 5504 5.702 94 M3 Y .053 .053 5.702 5.9 95 M3 Y .053 .048 5.9 6.098 96 M3 Y .048 037 6.0 8 6.296 97 M3 Y .037 .027 6.296 6.495 98 M3 Y .027 .016 6.495 6.693 99 M3 Y .016 .005 6.693 6.891 100 M3 Y 1 .005 .005 6.891 7.089 101 M3 Y .005 .016 7.0M 7.287 102 M3 Y .016 .027 7.287 7.485 103 M3 Y .027 .037 7.485 1 7.683 104 M3 Y .037 .048 7.683 7.882 105 M3 Y .048 .053 7.882 8.08 1 6 M3 Y 053 053 8.08 8.278 107 M3 Y .053 .053 8_278 8.476 108 M3 Y .053 .053 8.476 8.674 1091 M3 Y .053 .053 8.674 8.872 1101 IM3 Y .053 .053 8.877 9.07 111 M3 Y .053 .053 9.07 9.269 112 M3 Y .053 .053 9.269 9.467 1 113 M3 Y .053 .053 9.467 9.665 114 M3 Y .053 .053 9.665 9.863 115 M3 Y .053 .053 9.863 10.061 116 M3 Y .053 .048 10.061 1 10.259 117 M3 Y .048 .037 10.259 10.457 118 M3 Y .037R.027 10.457 10.656 119 M3 Y 027 10.656 10.854 20 3 Y .016 0.854 11 52 121 M4 Y005 044 .242 122 M4 Y 016 .242 .441 123 M4 Y .016 .441 .639 124 M4 Y .005 .639 .837 1 125 M4 Y .005 .837126 M4 Y .016 1.035 1.233 127 M4 Y 027 .037 1.233 1.431 128 M4 Y .037 1 .048 1.431 1.629 1 L129J M4 Y .048 1 .053 1 1.629 1 1.828 RISA-3D Version 13.0.1 [C:\... I ... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 14 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name : BK-A B G Entrance Corner Canopies - Port St Lucie, FL Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) memoer Laoei uirecnon Start Ma nitude kRt F End Ma nitude kilt Start Location ft % End Location ft ° 130 M4 Y .053 .053 1826 2.026 131 M4 Y .053 .053 2.026 2.224 132 M4 Y .053 .053 2.224 2.422 133 M4 Y .053 .053 2.422 2.62 134 M4 .0 .053 2.62 2.818 135 M4 Y .053 .053 2.818 3.016 136 4 Y 05 .053 3,016 _ 3.215 137 M4 Y A% .053 3.215 3.413 3.611 138 M4 Y .053 .053 3.413 1391 M4 Y .053 .053 3.611 3.809 1401 M4 Y .053 .053 3.809 4,007 141 M4 Y .053 .053 4.007 4.205 1421 M4 Y .05 .053 4.205 1 4.403 1431 M4 Y .053 .053 4.403 4.602 144 M4 Y 3 .048 4.602 4.8 I 145 M4 Y .048 .037 4.8 4.998 146 M4 Y - .037 .027 4.998 96 147 M4 Y .027 .016 5.196 5.394 148 M4 Y .016 .011 5.394 5.592 149 M4 Y .011 .005 5.592 5.79 0 M4 Y .005 .005 5.7 151 M4 Y .005 .011 5.989 6.187 152 M4 Y .011 .011 6.187 6.385 I M5 Y 006 .016 2.318e-15 .2 M5 Y .016 .022 .2 .4 M5 Y .022 .022 .4 .6 M5 Y .022 .022 .6 .8 r M5 Y .022 .022 .8 1 M5 Y .022 .022 1 1.2 M5 Y .022 .022 1.21.4 M5 Y _ .022 .022 1.4 1.6 M5 Y .022 .016 1.6 1.8 162 M5 Y .016 .006 1.8 2 163 M6 Y .001 .022 8.882e-16 .2 164 M6 Y - 022 .043 _ 2 .4 165 M6 Y .043 .054 .4 .6 166 _ M6 Y .054 .054 .6 .8 167 M6 Y .054 .054 .8 1 1681 M6 Y .054 .054 1 1.2 I 169 M6 Y .054 .054 1.2 1.4 170 M6 Y .054 .043 1 .4 16 171 M6 Y .043 .022 1.6 1.8 172 M6 Y .022 .001 1.8 2 173 M7 Y .011 .011 .198 .396 174 M7 Y .011 .005 .396 _ 594 176 M7 Y .005 .005 .594 .793 176 M7 Y .005 .011 .793 .991 177 M7 Y .011 .016 .991 1.189 178 179 M7 Y Y .0.1_6 .027 .027 1.189 1.387 1.387 1.585 M7 .037 180 M7 Y .037 .048 1585 1.783 181 M7 Y .048 .053 1.783 1.981 182 M7 Y Q5-: _053 1.981 2.18 183 M7 Y .053 .053 2.18 2.378 184 M7 Y .053 .053 2.378 2.576 1 185 M7 Y .053 .053 2_576 2.774 186 M7 Y .053 .053 2.774 2.972 RISA-3D Version 13.0.1 [CA ... \... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 15 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Part St Lucie, FL Member Distributed Loads (BLC 8: BLC 4 Transient Area Loads) (Continued) memoer Laoei uirecaon Start Ma mtude f F End Ma nitude kKt Sta orft °° End Location ft ° 187 M7 Y 053 .053 2.972 3.17 188` M7 Y .053 _053 3.17 1 3.368 189 M7 Y .053 .053 3.368 3.567 1 M7 Y .053 .053 3.567 3.765 191 M7 Y .053 .053 3.765 3.963 192 M7 Y - .053 .053 3.963 - 4.161 193 M7 Y .053 .053 4.161 4.359 194 195 M7 Y 053 _053 .053 4,M - 4557 4.755 M7 Y .053 4.557 196 _ M7 _ Y .053 .048 4.755 4.954 197 M7 Y 048 .037 4.954 5.152 198 M7 Y 037 L�--027 .027 5.152 5.35 199 M7 Y .016 5.35 5.548 200 M7 Y .01 _ _ .005 5.648 5.746 201 M7 Y .005 .005 5.746 5.944 202 _ M7 Y .005 .016 5.944 6.142 203 M7 Y 1 .016 .016 6.142 6.341 204 M7 Y 1 .016 .005 6.341 6.539 205 M10 Y -.004 .028 1.124e-15 .2 206 M10 Y_ 02 .04 .2 _ 4 207 M10 Y .049 .059 .4 .6 208 M10 Y .059 .07 .6 .8 l 209 M10 Y .07 .075 .8 1 210 M10 Y .075 .07 1 1.2 211 M10 Y .07 .059 1.2 1.4 212 M10 Y - .059 .049 1.4 1.6 213 M10 Y .049 .028 1.6 1.8 214 M10 Y .028 -.004 1.8 1 2 215 M11 Y .001 .022 2.776e-16 .2 2-16-1 M11 Y .022 .043 _2 4 217 M11 Y .043 .064 .4 .6 218 M11 Y .064 .085 .6 .8 219 M11 Y .085 .096 .8 1 220 M11 Y 096 5 1 112 221_ 222 M11 Y .085 .064 .043 1.2 1.4 1.4 1.6 M 1 Y .064 223 M11 Y 1 .043 .022 1.6 1.8 224 M11 Y 1 .022 .001 1.8 2 225 M12 Y .001 .022 7.078e-16 .2 226 M19 Y .022 .038 .2 1 .4 227 M12 Y .038 .048 .4 .6 228 M12 Y .048 .059 .6 .8 229 M12 Y .059 .064 .8 1 230 M12 Y .064 .059 1 1 1.2 I 231 M12 Y .059 .048 1.2 1.4 232 M12 Y .048 .038 1.4 1.6 233 M12 Y_ .038 .022 1.6 1:8 4 M12 Y 022 .001 1.8 235 236 M14 Y 001 .022 7.633e-11 .2 .4 M14 Y .022 .038 .2 237 M14 Y .038 .048 .4 .6 238 M14 Y .048 .059 .6 .8 239 M14 I Y .059 .064 .8 1 1 240 M14 I Y .064 .059 1 1.2 241 M14 Y .059 .048 1.2 1.4 242 M14 Y .048 .038 1.4 1.6 2431 M14 Y .03e 222 1.6 1.8 RISA-313 Version 13.0.1 [C:\... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 16 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) Member Label Direction Start Ma nitude kRt End Ma nitude k(ftStart Location ft % End Location ft ° 2441 M14 Y .022 1 .001 1.8 2 1 245 M2 Y .006 .016 2.359e-16 .2 2461 M16 Y .011 .011 .199 .397 247 M16 Y .011 .005 .397 .594 248 M16 Y .005 .005 .594 .792 249 M16 Y .005 .016 .792 .99 250 M16 Y .027 1.188 251 M16 Y .027 .037 1.188 1.386 252 M16 Y .037 .048 1.386 253 M16 Y .048 .053 1.583 1.781 254 M16 Y .053 .053 1.781 91.583 1.979 255 M16 Y .053 .053 1.979 2.177 256 M16 Y .053 .053 2.177 2.376 257 M16 Y .053 .053 2.375 2.573 258 M16 Y .053 .053 2.573 277 259 M16 Y .053 .053 2.77 2.968 260 M16 Y .053 .053 2.96 3.166 261 M17 Y .006 .016 3.192e-16 .2 262 M17 Y .016 .022 .2 .4 263 M17 Y .022 .022 .4 .6 264 M Y 2 .022 .6 .8 265 M17 Y .022 .022 .8 1 266 M17 Y .022 .022 1 1.2 267 M17 Y .022 .022 1.2 1.4 268 M17 Y .022 .022 1.4 1.6 269 M17 Y .022 .016 1.6 1 1.8 270 M17 I Y .016 .006 1.8 2 271 M18 i Y .011 .011 .199 .397 272 M18 Y .011 .005 .397 .59 1 273 M18 1 Y .005 .005 .596 .795 274 M18 Y .005 .016 .795 .993 275 M18 Y .016 .027 .993 1.192 276 M18 _ Y .027 .037 1.192 1.391 277 M18 Y .037 .048 1.391 1.59 278 279 _ M18 Y .048 0-3- .053 1.59 1.788 1 Z88 1.987 M18 Y .053 280 M18 Y .053 .053 1.987 2.186 281 M18 Y .053 .053 2.186 2.384 -28Z M18 Y .053 .053 2.384- 2.583 I 283 M18 Y .053 .053 2.583 2.782 284 - M18 Y .053 .053 - 2.782 2.98 285 M18 Y .053 .053 2.98 3.179 286 M18 Y .053 _053 3.179 3.378 287 M18 Y .053 .048 3_378 3.576 288 M18 Y .048 .037 3.576 - 3.775 289 M18 Y .037 .027 3.775 3.974 290 ___M18_ __ _ -Y .027 .016 3.974 _. 4.173 29.1 M18 Y .016 .005 4.173 4.371 292_ 293 M18 Y _005 .005 .011 4.371 4.57 4.769 M18 Y .005 4.57 294 M18 Y .011 .011 4.769 4.967 295 M24 Y .001 .022 2.082e-16 .2 296 M24 Y .022 .038 :2 4 I 297 M24 Y .038 .048 .4 .6 298 M24 Y .048 .059 .6 1 .8 299 M2400 Y 059 .064 .8 1 3 M24 Y .064 .059 1 1.2 RISA-31D Version 13.0.1 [CA ... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 17 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) 3011 memoer Laoei M24 uirec ion Y start ma nautla att F .059 end ma nrtutla so LocationTft.%l End Location fl ° .048 1.2 1.4 302 M24 Y .048 .038 1.4 1.6 303 M24 Y .038 .022 1.6 1.8 304 M24 Y .022 .001 1.8 2 305 M25 Y .001 .022 3.469e-16 .2 306 - M25 Y .022 .038 .2 _ .4 307 M25 Y .038 .048 .4 .6 308 309 M25 M25 _ Y 048 .059 .064 .6 .8 - .8 1 Y .059 310 M25 Y 1 .064 _059 1 1.2 311 M25 Y 1 .059 .048 1.2 1.4 312 _ M25 Y .048 .038 1.4 1 1.6 313 M25 Y .038 .022 1.6 1 1.8 314 M25 Y .022 .001 1.8 2 315 M30 Y .053 .053 .013 .212 316 M30 Y .05 .048_ .212 1 .41 317 M30 Y .048 .037 .41 1 .609 318 M30 Y .037. .027 - .609 1 .808 3191 M30 Y .048 .037 .808 1.007 320 M30 Y .037 .027 1 007 .2 5 321 M30 Y .027 .027 1.205 1.404 1.603 322 M30 Y .027 .032 1.404 323 M30 Y .032 .027 1.603 1.801 324 M19 Y .005 .016 195 .91 325 M19 Y .016 .016 .391 .586 326 M19 Y 016 .005 .586 .781 327 M19 Y .005 .005 .781 .977 328 M19 Y .005 _016 .977 1.172 1 329 M19 Y .016 .027 1.172 1.3_67 330 M19 Y 027 .037 1.367 1.563 331 M19 Y .037 .048 1.563 1.758 332 M19 Y .048 .053 1.758 1.953 333 M19 Y .053 .053 1.953 2.148 334 M19 Y 53 2,148 2.344 335 336 M19 Y A53 .053 .053 2.344 2.539 2.539 M19 _ Y .053 2.734 337 M19 Y .053 .053 2.734 2.93 338 M19 Y .053 .053 2.93 3.125 1 339 M19 Y .053 .053 3.125 3.32 0 M19 Y 1 .053 .053 3.32 3.516 341 M19 Y 1 .053 .053 3.516 3.711 342 M19 Y 1 .053 .053 3.711 3.906 343 M19 Y 1 .053 .053 3.906 4.102 3" M19 Y 1 .053 .053 4.10 4.297 345 M19 Y 053 .048 4.297 4.492 346 M19 Y .048 .037 4.492 4.688 1 347 M19 Y .037 .027 4.688 4.883 348 M19 Y .016 4.883 5.078 1 349 M19 Y .016 .005 5.078 5.273 350 M19 Y .005 .005, 5.273 5.469 i 351 M19 Y .005 .016 5.469 5.664 352 M19 Y .016 .016 5.664 5.859 353 M19 Y .016 .005 5.859 6.055 364 M20 Y .006 .016 0 .2 355 M20 Y .016 .021 .2 1 .4 356 M20 Y .021 .021 .4 .6 i 357 M20 Y .021 .021 .6 1 .8 RISA-3D Version 13.0.1 [CA ... \... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 18 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads /BLC 8: BLC 4 Transient Area Loads) (Continued) 358 Memoer Laoai M20 uirecuon Y bzanmaonnuaeiKrnj-i .021 I=ndMaanjtudeTKfIt.F1 Start Locafionlft.%l End Location ft ° .021 1 .8 1 359 M20 Y .021 .021 1 1.2 3 0 M20 Y .021 .021 1.2 1.4 361 M20 Y .021 .021 1.4 1.6 362 M20 Y _ .02 .016 1.6 1.8 363 M20 Y .016 .006 1.8 2 364 M21 Y .016 95 9 365 M21 Y .010 .016 .391 .586 3- M21 Y .016 .005 .586 .781 367 M21 Y .005 .005 .781 .977 368 M21 Y 005 .016 .977 1.172 369 M21 Y .016 .027 1.172 1.367 370 M21 Y .027 .037 1.367 1.562 371 M21 Y .037 .048 1.562 1.758 2 M21 Y .048 .053 1.758 1.953 373 M21 Y .053 .053 1.953 2.148 74 M21 Y .05 .053 2.148 2.344 3751 M21 Y .053 .053 2.344 2.539 376 M21 Y .053 .053 _ 2.539 2.734 377 M21 Y .053 .053 2.734 2.93 378 M21 Y 5 .053 2.93 3125 379 M21 Y .053 .053 3.125 3.32 80 M21 Y .053 .053 3.32 351 6 1 381 M21 Y .053 .053 3.516 3.711 382 M21 Y .053 .053 3.711 3.906 383 M21 I Y .053 .053 3.906 4.102 384 M21 Y .053 .053 4.102 4.297 - 385 M21 Y .053 .048 4.297 4.492 386 M21 Y 048 .037 4.492 4. 87 387 M21_ Y .037 .027 4.687 4.883 388 M21 Y .027 .016 _ 4.883 5.078 389 M21 Y .016 .005 5.078 5.273 390 M21 Y .005 .005 5.273 5.469 391 M21 Y .005 .016 5.469 5.664 392 393 M21 M21 Y 016 .016 .005 5664 5.859 5.859 6.055 Y .016 394 _ M22 Y .001 .022 6.661e-16 .2 395 M22 Y .022 .042 .2 .4 396 M22 Y _ .042 .058 .4 .6 I 397 M22 Y .058 .068 .6 .8 398 M22 Y .068 .073 .8 1 J 399 M22 Y .073 .068 1 1.2 4001 M22 Y .068 .058 1.2 1.4 401 M22 Y 1 .058 .042 1.4 1.6 402 M22 Y 1 .042 .022 1.6 1.8 403 M22 Y .022 .001 1.8 2 404 M23 Y .001 - .022 6.245a-16 1 .2 405 M23 Y .022 .042 .2 .4 406 407 M23 Y Y - .042 .058 4 .6 6 .8 M23 .058 .068 408 M23 Y .068 .073 .8 1 409 M23 Y .073 .068 1 1.2 410 M23 Y .068 .058 1.2 1.4 I 411 M23 Y .058 .042 1.4 1.6 412 M23 1Y - .042 .022 1.6 1.8 41_3 M23 Y .022 .001 1.8 2 414 M30 Y 006 .016 5.69e-16 2 RISA-313 Version 13.0.1 [CA..A... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 19 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name SK-A B G Entrance Comer Canopies - Port St Lucie, FL Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued) KA—h—I K.1 nl—G— Q.-. I.I......:L.A..fLN, r e..A I:I......:A.J..fLIG el C,..J 1 ,:_-f4 O/1 r_J 1 ,:__.n o/• 415 M30_ Y i .016 .021 .2 .4 416 M30 Y 1 .021 .021 .4 .6 417 M30 Y .021 .021 .6 .8 418 M30 Y 016 006 1.8 _ 2 1 Member Area Loads (BLC 1: DL) .loin/ A _Ininl a WM c Id.., n n:.e.«.... nh.,ri6. Winn RA---:L.J.dL.M 1 N12 N18 N5 N6 Y Two Wa 005 2 1 N19 I N18 __ Y __ N20 I Two "a 1 -.005 3 1 N20 I N24 N23 I N22 Y Two Wav -.005 Member Area Loads (BLC 4: WLun) Basic Load Cases 01 r ne d.,a, r.,,e,..,.., v r_..,..:w, v 1 DL None 1 3 2 -> None 3 3 WL<- None 3 4 WLup None 3 5 WLlon -> None 3 6 WLlon <- None 2 I 7 BLC 1 Transient Area.. None 418 8 BLC 4 Transient Area.. None - 418 Load Combinations e.Q..n On-I.- 1 11 M= =• E Load Combination Design M—A-xnn Amr rn no:e c.....:.... u.A o.. n..A r..0 c... 111.....J r_.._...,.. .._____. r__.:___ •:..�,_..� �_____.: 1 DL Yes Yes Yes Yes Yes Yes Yes Yes 2 DL + WL-> Yes I Yes I Yes Yes Yes Yes Yes Yes 3 DL + WL 4 I I Yes 1 Yes Yes Yes Yes Yes Yes Yes 4 DL + WLu Yes Yes Yes Yes Yes Yes Yes Yes 5 DL+WLIon.. Yes Yes I Yes Yes Yes Yes Yes Yes 6 L+Wuong< Yes Yes I Yes Yes Yes Yes Yes Yes RISA-3D Version 13.0.1 [CA ... %... 1BK Port St Lucie —Entrance Comer Canopies A B and G.R3D] Page 20 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Corner Canopies - Port St Lucie, FL Envelope Joint Reactions Inrn1 v rm I r v rLi I r T ILl I r 1 N13 max -_._._3 .13 3 .035 _- 3 --._J_ .04 _ 6 _ 0 1 0 1 .012 8 min -.092 2 1 -.252 4 021 3 0 1 0 1 _ -.254 4 3 N15 max .124 3 .034 3 .01 6 0 1 0 1 .013 3 min -.079 2 -.316 4 -.009 5 0 1 0 1 -.377 4 5 N17 max .237 3 .038 3 .028-30 1 0 1 .011 3 EF min -.155 2 -.2 0 2 5 0 1 -.297 7 N8 max 0 4 .026 2 4 0 0 2 3 0 0 1 1- 0 0 1 1- 0 0 1 1 8 min -.022 2 0 9 N9 max 0 4 .027 6 0 3 0 1 0 1 0 1 10 min -.023 1 6 0 4 0 2 0 1 0 1_ 0 1 11 N11 max 0 4 .051 2 0 3 0 1 0 1 0 1 12 min -.043 2 0 4 0 2 0 1 0 1 0 1 13 N10 max 0 4 .03 2 0 2 0 1 0 1 0 1 14 min -.025 2 0 4 0 3- 0 1 0 1 0 1 15 N16 max .171 3 .042 3 .009 6 0 1 0 1 .012 3 16 min -.123 2 -.387 4 008 5 0 1 0 1 -.371 17 N33 max 0 4 .039 3 .033 3 0 1 0 1 0 1 18 min 0 5 0 4 0 4 0 1 0 1 0 1 19 N34 max 0 5 .007 3 .005 3 0 1 .01 0 1 20 min 0 2 0 40 1 0 1 0 1 21 N35 max 0 4 .029 2 0 2 0 1 0 1 0 1 22 min -.025. 2 0 4 0 5 0 1 0 1 0 1 23 N36 max 0 4 .026 2 0 3 0 1 0 1 0 1 24 min -.022 2- 0 4 0 2 0 1 0 1 0 1 25 N32_ max .004 5 .067 5 .083 6 .013 5 0 1 0 1 26 min 1 -.002 1 2 -.813 4 -.124 5 -.213 4 0 1 0 1 27 N30 max .007 1 5 .019 5 .114 6 .003 5 0 1 0 1 28 min -.005 1 2 -.018 4 -.077 5 -.029 4 0 1 0 1 29 N27 max .183 3 .044 5 .025 5 0 1 0 1 .009 3 30 - min - -.144 2 -.293 4 -.029 6 0 1 0 1 -.141 4 31 N25 max .126 3 .034 3 .012 3 0 1 0 1 .012 3 32 min -.083 2_ 4 -.043 5 0 1 0 1 -.262 4 33 Totals: max .843 3 .52 3 .251 6 3_4 min -.B43 2 2_48 4 -.251 5 Envelope Member Section Forces 11Inm1.n. Cun AvinI1L1 1 l� .. CA....NLI 1 !� - CA....JLI 1 /� T-�..�fL 41 1 J. .. .. �• , J. �. , J. 1 M1 1 max .061 3 .1 T4 .021 5 .089 4 .025 2 0 3 2 min -.06 2 -.008 3 -.016 2 -.002 3 -.026 3 -.059 4 3 2 max .061 3 .107 4 .015 3 .089 4 .018 2 .004 3 4 min -.06 2 -.01 3 -.016 2 -.002 3 -.018 3 -.11 4 5 3 max .061 1 3 .126 4 .015 3 .089 4 .01 2 .01 3 6 min -.06 2 -.014 3 -.016 2 -.002 3 -.01 3 -.168 4 7 4 max .061 1 3 .144 4 .015 3 .089 4 .006 6 .018 3 8 min -.06 1 2 -.017 3 -.031 5 -.002 3 -.005 5 -.236 4 9 5 max_ .061 3 .151 4 _015 3 .089 4 .011 6 .027 3 10 min -.06 2 -.02 3 -,049 5 -.002 3 -.025 5 -.311 4 11 M2 T 1 max _044 5 .273 4 006 5 .014 4 _004 6 .094 4 12 min -.023 3 -.01 5 -.002 6 -.002 2 -.007 5 -.003 3 13 2_ max 04 5 .004 5 0 2 .032_ 4 0 5 .018 15 max _.024 0 3 142_ .014 4_ 2 0 0 3_ 2 �,002_ 0 _5 1 0 0 _6_ 3 �.287 .018 _5 4 4 3 1 16 min 0 1 -.077 0 3 0 1 0 2 -.004 3 17 4 max 0 1 .05 4 0 2 0 1 .002 2 .057 4 RISA-3D Version 13.0.1 ICA... \... \BK Part St Lucie -Entrance Comer Canopies A B and G.R3D] Page 21 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Envelope Member Section Forces (Continued) Member Sec Axialiki LC v ShearIKI LC z ShearIkI LC Tor ue k.fl LC v-v Momen LC z-z Momen LC 18 min 0 1 -.009 0 3 0 1 -.002 3 -.011 2 19 5 max 007 6 .009 3 _026 3 .006 3 .017 3 .011 2 20 min 06 5 -.12 -.028 2 -.197 4 -.019 2 .004 4 21 M3 1 max .018 5 0 3 .042 2 .056 4 .026 2 .014 3 22 min -.014 2 -.078 4 -.041 3 0 2 027 3 -.197 4 23 2 max .02 5 .007 3 .037 3 .018 4 .046 3 .095 4 in 02 2 -.07 4 -.037 2 0 -.046 2 25 3 max 02 5 048 4 4062 2 _018 4 .012 3 139 4 26 min 02- -.016 2 -. 62 3 0 3 -.011 2 .003 3 27 4 max .021 5 .013 2 .038 3 0_ 3 .006 3 .085 4 28 min -.016 2 .002 4 038 2 -.059 4 1 -.006 2 .004 3 29 5 max .021 5 .1 4 .06 2 0 3 1 .025 2 .002 3 30 min -.016 2 -.008 3 -.061 3 -.059 4 -.026 3 -.089 4 31 M4 1 max .007 5 .086 4 .033 2 .228 4 .019 3 .011 2 32 - min -.008 6 -.004 3 -.031 3 -.007 3 -.021 2 -.017 4 33 2 max 0 1 .015 2 .001 5 0 1 .002 2 0 3 34 in 0 1 -.084 4 -.001 6 0 -.002 3 -.007 4 35 3 max 0 1 .002 2 .001 5 0 1 .003 2 .071 4 36 min 0 1 1 1 -.01 4 -.001 6 0 1 -.003 3 -.014 2 37 4 max 0 1 .063 4 .001 5 0 1 _004 2 .026 4 min 1 -.011 - -.001 6 0 -.004 00 39 5 max .039 6 .008 1 3 .028 3 .006 3 .014 3 .018 4 40 min -.016 3 -.068 4 -.029 2 -.143 4 -.015 2 0 3 41 M5 1 max .029 2 .008 3 .039 6 0 3 .014 3 .006 3 42 min -.028 3 -.068 4 -.016 3 -.018 4 -.015 2 -.143 4 43 2 max .029 2 .005 3 .021 6 0 3 .006 3 .003 3 44 min -.028 I3 -.062 4 -.016 3 -.018 4 -.007 2 -.11 4 45 1 3 max .029 2 .003 3 .016 2 0 3 .009 6 0 3 46 min -.028 I3 -.054 4 -.016 3 -.018 4 -.002 3 -.081 4 .47 4 max .029 1 2 0 3 .016 2 0 3 .01 2_ 0 3 48 min -.028 1 3 -.046 4 -.016 3 -.018 4 -.01 3 -.056 4 49 5 max .029 1 2 -.002 3 .016 2 0 3 .018 2 0 3 50 min -.028 1 3 -.04 4 -.031 6 -.018 4 -.018 3 -M5 4 51 M6 1 max .061 2 .013 3 .015 6 0 3 .013 5 .012 3 52_ 53 _ min. max -.057 061 3 _ -.2.1_3 4 3 =_012 _ .015 5 6 -021 0 4 3 =_015 .006 _6 5 .424 .006 4 3 2 54 min 057 3 202 4K.029 5 021 4 008 6 32 4 55 3 max .061 2 .006 36 0 3 0 3 .002 3 56 min -.057 3 -.179 45 -.021 4 0 2 -.224 4 57 4 max .061 2 .002 36 0 3 .008 6 0 3 58 min -.057 3 -.157 4 5 -.021 4 -.006 5 -.14 4 59 5 max .061 2 0 36 0 3 .015 6 0 3 60 min -.057 3 - -.146 45 -.021 4 -.012 5 -.065 4 61 M7 1 max .031 6 -.002 32 .035 4 .018 2 0 3 62 min -.016 2 -.04 4 . 3 0 3 -.018 3 -.018 4 63 2 max .03 6 _011 2 .057 3 .018 4 _004 3 .059 4 64 min -.021 2 -.047 _ 4 -.057__ _2 _ 0 3 _ -.004 2 -.008 3 65 3 max _03 6 _026 4_ 5 .018 4 05 3 .077 4 66_ 67 _ __ min_ max -,021 .03 2 _.002_ .1 3 4 __001 =.001 6 �_ 0 3 =0.5 2 3 -.015. 0 _2_ 3 4 6 .058 2 .018 4 .002 68 min -.021 2 -.016 3 -.058 3 0 3 -.002 2 -.027 4 69 5 max 028 6 .069 4 .016 3 0 3 .029 2 .014 3 70 min -.017 2 0 5 019 2 -.01 4 03 3 -.176 4 71 M8 1 max 0 4 0 3 0 3 0 1 0 2 0 3 72 min -.035 6 0 4 0 2 0 1 0 3 0 4 73 2 max 0 4 0 3 0 3 0 1 0 2 0 3 74 1 min -.035 1 6 0 4 0 2 0 1 0 0 4 -LLL RISA-3D Version 13.0.1 [CA ... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 22 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Envelope Member Section Forces (Continued) .,.._.-. , , , .. ---- .. 75 3 max 0 4 0 3 0 3 0 1 0 2 0 4 76 min -.035 6 0 4 0 2 0 1 0 3 0 2 77 4 max 0 4 0 4 0 3 0 1 0 2 0 4 78 min -.036 6- 0 2 0. 2 0 1 0 3 0 2 79 5 max 0 4 0 4 0 3 0 1 0 1 0 1 80 min -.036 6 0 2 0- 2 0 0 1 0 1 81 M9 1 max 0 4 0 3 0 3 0 -1 1 0 2 0 3 82_ - min -.O6.5 2- 0 4 0 2 0 1 0 3 _0 4 83 2 max 0 4 0 3 0 3 0 1 0 2 0 3 84 min -.066 2 0 1 4 0 2 0 1 0 3 0 4 85 3 max 0 4 0 1 3 1 0 3 0 1 0 2 0 4 86 min -.066 -2_ 0 4 1 0-_ 2 0 1 0 3 -. 0 2 87 4 max 0 4 0 4 0 3 0 1 0 2 0 4 88 min -.066 2- 0 2 0 2 0 1 0 3 0 2 89 5 max 0 4 0 4 0 3 0 1 0 1 0 1 90 min -.066 2 0 2 0 2 0 1 0 1 0 1 91 M10 1 max 162 3 .009 3 _005 2 0 3 .004 3 .006 3 92 min -.122 2 -.106 4 -.005 _3 _ -.001 4 -.004 2 -.111- 4 93 2 max _162 3 .007 3 .005 2 0 3 .001 3 .002 3 4 min -.122- 2 4 -.005 -.001 4 001 2 -.0 4 95 3 max 162 3 .003 3 .005 2 0 3 _001 2 0 3 96 min -.122 2 -.064 4 -.005 3. -.001 4 -.001 3 -.02 4 97 4 max .162 3 0 3 .005 2 0 3 .004 2 .004 4 98 min -.122 1 2 -.034 4 1 -.005 3 -.001 4 -.004 3 - 0 2 99 5 max .162 1 3 -.003 3 1 .005 2 0 3 .006 2 .016 4 100 min -.122 12 -.021 4 1 -.005 1 3 -.001 4 -.006 .3 0 3 101 M11 1 max .238 3 .011 3 .004 3 0 4 .003 2 .009 3 102 min -.155 2 -.217 4 -.004 2 0 3 -.003 3 -.265 4 103 2 max .238 3 .009 3 .004 3 0 4 0 5 3 104 min -.155 2- -.206 4 -.004 2 0 3 -.001 6 _004 -.158 4 105 3 max .238 3 005 3 3 0 4 .001 3 0 3 106 min -.1 5 2 -.171 4 _004 004 2 0 3 -.001 2 063 4 107 4 max 238 3 0 3 _004 3 0 4 _003 3 .013 4 OS i 155 2 36 -.004 2 0 - 00 2 0 10 5 max .238 3 .001 .004 3 0 4 005 3 4 110 in -.155 2 124 _3 4 004 2 0 3 005 2 .077 0 3 111 M12 1 max .155 3 .008 3 .005 3 0 3 .004 2 .006 3 112 min -.112 2 -.123 4 -.005 2 -.001 4 -.004 3 -.14 4 113 2 max .155 3 .006 3 .005 3 0 3 .001 2 .002 3 114 min -.112 0 2 -.113 4 -.005 2 -.001 -.001 3 -.089 4 115 3 max .155 1 3 .003 3 .005 3 0 3 .001 3 0 3 116 in -.112 1 2 -.088 4 -.005 2 -.001 1 4 1 -.001 2 -.039 4 117 4 max .155 1 3 0 3 .005 3 0 3 .004 3 0 3 118 min -.112 2 -.064 4 -.005 2 -.001 4 -.003 2 0 4 119 5 max .155 3 -.002 1 3 .005 3 0 3 .006 3 .028 4 120 in -.112 2 -.053 4 -.005 2 -.001 4 -.006 2 0 1 3 121 M13 1 max 0 4 0 3 0 2 0 1 0 3 0 3 122 min 3 2 0 4 0 3 0 1 0 2 0 4 123 2 max 0 4 0 3 0 2 0 1 0 3 0 3 124 min -.033 2 0 4 0 3 0 1 U 2 0 4 125 3 max 0 4 0 3 0 1 2 0 1 0 3 0 4 126 min -.034 1 2 0 0 - 3 Q-A 0 2 0 2 127 4 max 0 4 0 4 0 2 0 1 0 3 0 4 128 min -.034 2 0 2 0 3 0 1 0 2 0 2 129 5 max 0 4 0 1 4 0 2 0 1 0 1 0 1 130 min -.034 2 0 2 0 3 0 1 0 1 0 1 131 M14 1 max .198 3 .008 3 .006 2 0 3 .004 3 .006 3 KISA-313 Version 13.0.1 [CA -A ... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 23 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Envelope Member Section Forces (Continued) Member Sec Arinlrkl I C v Rheadkl I r v Chondkl l r Tmm-m_m 1 r .._., Ke,... - l r r.e....,e., i t 132 min 153 2 141 4 006 3 002 4 ............... 004 �.. 2 �.. �.�.,�.... 174 �.. 4 133 2 max .198 3 .006 3 .006 2 0 3 .001 3 .003 3 134 min -.153 2 -.13 4 -.006 3 -.002 4 -.001 2 1 -.106 4 135 3_ max .198 3 .003 3 T006 2 0 3 .002 2 0 3 136 min 153_ 2 106 4 006 3 002 4 002 3 046 4 137 4 4 max .198 3 0 3 .006 2 0 3 .004 2 0 4 138 min, -.153 2 -.081 4- - lSi 3 002 4 -.005 3 6 2 139 _5 max_ 198 3 _002 3 .006 2 0 .007 2 .037 4 140 min -.153 2 -.071 4 -.006 3 -.002 _3 4 -.007 3 0 3 141 M15 1 max 0 4 0 3 1 0 2 0 1 0 3 0 3 1421 min -.038 2 0 4 0 3 0 1 0 2 0 4 143 2 max 0 4 0 3 0 2 0 1 0 3 0 1 3 144 min -.039 2 0 4 0 3 0 1 0 2 0 4 145 3 max 0 4 0 3 0 2 0 1 0 3 0 4 146 min -.039 2 0 4 0 3 0 1 0 2 0 2 147 4 max 0 4 0 4 0 2 0 1 0 3 0 4 148 _ min -.039 2 0 2 0. 3 0 1 0 2 0 2 149 5 max 0 4 0 4 0 2 0 1 0 1 0 1 150 min -.039 2 0_ 2 0 3 0 1 0 1 0 1 1 151 M16 1 max .06 3 -.009 5 .012 2 .002 2 .007 6 .025 3 152 min -.059 2 =.121 4 009 6 -.004 4 5 -.297 4 153 2 max .06 3 .023 3 1 .059 5 .002 5 --.017. .002 2 .031 3 154 min 059 2 -.147 4 1 -.003 2 -.028 4 -.026 5 -.198 4 155 3 max O6 3 .018 3 1 .031 5 .002 5 .01 5 .015 2 156 min 059 2 -.13 4 1 -.003 2 -.028 4 _ 0 _ _ 2 -.086 4 157 4 max .06 3 .012 3 1 .003 5 .002 5 .023 5 .006 2 158 min -.059 2 -.095 4 _-.003 2 _ - -.028 4 -.002 2 __002 3 159 5 max .06 3 .006 3 .002 1 3 .002 5 .015 5 .064 4 160 min -.059 _2 -.059 4 -.025 5 -.028 4 -.005 2 _ -.005 3 161 M_1.7 1 max _ .004 2 .005 2 .005 5 .032 4 .005 2 .002 2 162 - min -.032 6 -.017 4 1 -.004 2 - -.002 3 -.006 5 -.002 4 163 2 max .004 2 .003 2 .005 5 .032 4 .003 2 .005 4 164 min -.032 6 -.011 _1 4 -.004 2 -.002 3 -.004 5 _ -.002 5 165 3 max .0 0 2 .005 5 .032 4 .001 2 .008 4 166 167 min1.0321 =.002 .006 4_ _ -.004 2 5 -.002 .032 _3 4 .002 0 5 3 -,002 .007 5 4 4 max 4 .005 168 min -.003 5 -.004 - 2 -.002 3 -.001 6 -.002 5 169 5 max.012 4 .005 5 .032 4 .003 3 .002 4 170 min-,005 5 -.004 2 -.002 3 -.003 2 0_ 2 171 M18 1 max.012 4 .004 2 0 2 .003 3 .032 4 172 min -.005- 5 -.032 6 -.002 4 -.003 2 -.002 3 173 2 max .052 1 4 .045 6 0 1 0 3 0 5 174 min - 0 1 1 .003 5 0 3 0 1 -.002 6 -.001 4 175 3 1 max 0 1 .106 4 0 2 0 1 .027 6 .002 5 176 min 0._ _ _1 -.007 5_ 0 3. 0 1 0 3 -.101 4 177 4 max 0 1 .16 4 0 2 0 1 0 2 .017 5 178 1 min 0 1 -.016 5 -.045 1 6 0 _ _ _1- -.002. 6 . -.275 4 179 5 max .005 _5 _037 5 6 _007 5 02 .018 4 180 181 min =.002 2 5 =.547 .119 4 4 -.032 _;005 .012 5 2 =11.2 .003 4 3 003 .008 5 3 0 .03 5 4 M19 1 max .028 182 1 min _ -.029 6 -.015 5 -.013 3 -.06 4 -.007 2 -.001 5 183 2 max 0 1 .014 5 .003 5 0 1 1 1 .003 2 .003 5 184 min 0 1 1 -.07 4 -.002 2 0 1 -.003 5 -.02 4 185 3 maxAA 2 5 .003 5 0 1 .001 5 .038 4 186 min2 4 -.002 2 0 1 0 2 -.01 2 187 4 max6 4 .003 5 0 1 .006 5=.002 3min1 3 602 2 0 1 004 2 _ -.014 4 RISA-3D Version 13.0.1 [CA ... \... \BK_Port St Lucie Entrance Comer Canopies A B and G.R3D1 Pace 24 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Envelope Member Section Forces (Continued) Member Sec AYialrkl 1 C v Sheartkl I P. > ghnodkl I r Tnm... r-el I r .._,, Rn..,.,e., I r -._e WA-m a I r 189 5 max .041 5 .007 3 1 .019 2 .145 4 .014 5 .008 4 190 min -.009 3 -.081 4 -.018 3 _ -.005 3 -.008 3 0 3 191 M20 1 max .019 2 .007 3 .009 3 .008 4 .014 5 .005 3 192 min _ -.018 3 -.081 4 -.041 5 0 3 -.008 3 -.145 4 193 2 max .019 2 .005 3 .009 3 .008 4 .004 2 .002 3 194 min -.018 3 _ -.075 4 -.024 5 0 3 -.003 3 -.106 4 195 3 max .019 2 .003 3 .009 3 .008 4 .001 3 0 3 196 197 min max _.018 .019 3_ 2 , Q67 0 4 3 =_009 .011 2 5 _0 .008 3 -,009 5 3 =.07 0 -4 3 4 4 .006 198 min .018 3 .059 4 .009 2 0 3 -.008 5 -.039 4 199 5 max .019 2 -.002 3 .029 5 .008 4 .01 3 0 3 200 min -.018 3 053 4 009' 2 0 3 01 2 011 4 201 M21 1 max .029 5 002 3 .018 3 0 3 .01 3 0 3 202 min -.009 2 053 4 019 2 011 4 01 2 008 4 203 2 max .027 5 .013 3 .052 2 .016 4 0 2 .09 4 204 - min 012 2 -.071 4 -.052 3 0 3 -.006 5 -.006 3 205 3 max .027 5 0 3 .003 5 .016 4 .04 2 .149 4 206 min -.012 2 -.003 4 002 2 0 3 -.04 3 -.017 3 207 4 max .027 5 .066 4 .057 3 .016 4 .006 3 .099 4 20 min -.012 2 -.012 2 -.057 2 0 3 -.006 _ -2 -.009 209 5 max .024 5 .07 2 .034 4 .018 5 .001 3 210 min 01 2 003 3 0 3 0 _ 6 -.009 4 211 M22 1 max .146 3 .009 3 0 4 .002 2 .006 3 212 min -.104 2 -.112 2 0 3 -.002 3 -.117 4 213 2 max .146 3 .007 C-.003 3 0 4 0 5 .002 3 214 min -.104 2 101 2 0 3 0 3 -.063 4 215 3 max .146 3 .003 3 0 4 0 3 0 3 216 min -.104 2 -.072 2 0 3 0 2 -.019 4 217 4 - max .146 3 0 .3 0 4 _003 3 .009 4 218 min -.104 2 -.044 4 -.003 2 0 -.003 2 -.001 3 219 5 max .146 3 -.002 3 _003 3 0 4 .004 3 .027 4 220 min -.104 2 -.032 4 -.003 2 0 3 -.004 2 _ 0 3 221 M23 1 max =168 3 .009 3 .002 2 0 3 .003 5 .006 3 222 min 3 2 -.08 4 _ -.003 5 -.002 4 02 2 _ -0814 223 2 max _168 3 _007 3 _002 2 0 3 ._002 5 .002 3 224 min 13 2 078 4 003 5 002 4 0 2 038 4 225 3 max .168 3 .003 3 .002 2 0 3 0 2 0 3 226 min -.13 2 -.049 4 -.003 5 -.002 4 0 3 -.006 4 227 4 max .168 3 0 3 .002 2 0 3 .002 2 .011 4 228 min -.13 2 -.021 4 -.003 5 -.002 4 -.002 _ 3 -.001 3 229 5 max .168 3 -.002 3 .002 2 0 3 .003 2 .017 4 230 in -A3 2 -.009 4 -.003 5 -.002 003 3 3 231 M24 1 max 083 5 .004 2 .002 5 .003 4 0 6 .001 1 2 232 min -.01 2 -.022 4 -.001 6 0 3 002 5 005 4 233 2 max .083 5 .002 2 .002 5 .003 4 0 2 .005 4 234 in 01 2 011 4 -.001 6 0 -.001 5 0 5 235 3 max .083 5 .013 4 _002 5 .003 4 0 2 4 2 min -.01 2 -.001 5 -.001 6 0 5 _004 0 1 2 237 228 4 max _083 5 .038 4 .002 5 .003 4 3 0 -.001 5 6 0�_5 -.009 1 4 min -.01 2 004 5 -.001 - 6 0 239 5 max 1 .083 5 .048 4 .002 5 .003 4 .001 5 .003 5 240 min F -.01 2 -.006 5 401 1 6 0 -.002 6 -.031 1 4 241 M25 1 max 1 .119 5 .027 4 .001 6 0 4 .002 5 .024 1 4 242 min 0 4 .002 5 -.001 5 0 2 0 6 0 5 243 2 max .119 5 .038 4 .001 6 0 4 .001 5 .008 1 4 244 min 0 4 0 1 5 -.001 5 0 2 0 16 0 5 245 3 max 119 5 .062 I 4 .001 6 1 0 4 01 6 0 5 RISA-3D Version 13.0.1 [CA ... I ... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 25 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Envelope Member Section Forces (Continued) �Imm�n !` _........... I P ®MRMIN ®�©�ananaoaoansn ®�o�anananaoans© ��©�anansnaosns© ire ; ©. fl r : ��o�anans©aos©an ���® � � • ®a©a®000©s© ��©�ansna©soaoao ®�©�sna�a©soa©sn �o�ansna©sow©sn ��©�ans�a©soaoso —�®�■®sn�®000®moo ��©moans©a©aoa©s© ��©�sns©a©aoa©so �o�anana©aoa©ski —�®�©a©o©oos000 I MIX RISA-31D Version 13.0.1 [CA ... \... \BK_Port St Lucie —Entrance Comer Canopies A B and G.R3D] Page 26 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Corner Canopies - Port St Lucie, FL Envelope Member Section Stresses Memhor Sec Arialrken I r v Shnarr r r> Rhnod I C v_Tnnn,en I r v_QMrren I r o_TnnrL.n r r e_Cnlhen i t 1 M1 1 max .025 3 - .OS 4 - - .043 -_ 5 -- -� .162 -_ 4 ._-_.__., -.001 -_ 3 _ . _ ., .163 __ 2 _ __.&._-j .164 __ 3 2 min -.025 121 -.004 3 -.031 2 .001 3 -.162 4 -.164 3 -.163 2 3 2 max .025 3 .054 4 _03 3 .303 4 .011 3 .113 2 .115 3 4 min -.025 2 -.005 3- 31 2 -.011 3 -.30 4 -.115 3 -.113 2 5 3 Max _025 3 .063 4 _03 3 .462 4 .027 3 _063 2 .066 3 6 in -.025 2 -.007 2 -.027 -4 066 6 7 4 _max_ _025 3 .072 4 _03 3 .648 4 .049 3 _041 6 .031 -2- 5 8 min -.025 2 -.009 3 -.062 5 -.049 3 -.648 4 -.031 8 -.041 6 9 5 Imax .025 3 .076 4 .03 3 1 .852 4 1 .074 1 3 1 .069 6 .159 5 10 min -.025 2 -.01 3 -.097 5 -.074 3 -.852 4 -.159 5 -.069 6 11 M2 1 max .018 5 .136 4 .011 5 .009 3 .257 4 .027 6 .048 5 12 min -.009 3 -.005 5 -.004 6 -.257 -.009 3 -.048 5 -.027 6 13 2 max .016 5 .002 5 .002 2 .787 _Ai_ 14 .05 5 .004 5 .006 6 14 min -.0 3 -.071 4 -.002 3 -.05 5 -.787 4 -.006 6 -.004 5 15 3 max 0 1 .007 2 _002 2 .011 3 .05 4 .004 3 .004 2 6 in 0 1 -.039 002 3 -.05 4 -.0 3 -.004 2- 0 3 17 4 max 0 1 025 4 .002 2 .031 2 .157 4 .011 2 .01 3 18 min 04 3- 002 3 -.157 4 -.031 2 -:01 3 -.011 2 19 5 max .004 3 _053 3 -.011 4 .029 2 .11 3 .119 2 i 00 7 2 -.029 2 119 2 1 21 M3 1 max .00 3 .085 2 .54 4 .04 3 .165 2 .173 3 22 _ min -.009 r2,039 4 -.082 3 -.04_ 3 -.54 4 -.173 3 -.165 2 23 2 max .003 3 .074 3 .027 3 .26 4 .297 3 .296 2 24 min -.004 4 -.074 2 -.26 4 -.027 3 -.296 2 -.2 725 3 max .004 4 .123 2 -.008 3 .381 4 .074 3 .074 2 26 min -.008 2 -.123 3 -.3B1 4 .008 3 -.074 2 -.074 3 27 4 max .009 5 .006 2 .076 3 -.01 3 .233 4 .041 3 .04 2 28 1 min -.006 2. .001 4 -.076 2 -.233 4 .01 3 -.04 2 -.041 3 29 5 max .009 5 .05 4 .121 2 .245 4 1 .005 3 1 .163 2 .164 3 30 min -.006 2 -.004 3 -.121 3 -.005 3 -.245 4 -.164 3 -.163 2 31 M4 1 max .003 5 .043 4 .066 2 .047 4 .029 2 .125 3 .133 2 32 min -.003. 6 -.002 3 -.062 3 -.029 2 -.047 4 -.133 2 -.125 3 33 2 max 0 1 .007 2 .002 5 .019 4 0 3 .014 2 .012 3 _34 35 min 0 1 =.042_ 0 4_ 2 -.003 .002 6 0 - 3_ 2 _.019 .194 4 4 =.012 019 3_ 2 -.014 .018 2 3 3 max 0 1 5 .038 36 min 0 1 -.005 4 -.003 6 -.194 4 -.038 2 -.018 3 -.019 2 37 4 max 0 1 1 .031 4 .002 5 .016 2 .071 4 .025 2 .024 3 38 min 0 1 -.006 3 -.003 6 -.071 4 -.016 2 -.024 3 -.025 2 39 5 max .004 3 .057 1 3 .001 3 .OS 4 .091 3 .094 2 40 min -.034 4 -.058 2 _ -.05 4 -.001 3 -.094, 2 -.091 3 41 M5 1 max ]NO123 .004 3 .077 6 .393 4 .016 3 .091 3 .094 2 42 min -.034 4 -.032 3 -.016 3 -.393 4 -.094 2 -.091 3 43 2 max .012 2 .003 3 .042 6 .302 4 .007 3_ .039 3 .042 2 44 min -.012 3 -.031 4 -.032 3 -.007 3 -. 02 4 -.042 2 -.039 3 45 3 max .012 2 .001 3 .032 2 .222 4 _001 3 .058 6 .013 3 46 min -.012 3 -.027 4 -.032 3 -.001 3 -.222 4 -.013 3 -.058 1 6 47 4 max .min _012 2 0 3 _032 2 .154 4 .001 3 062 2 3 _2 3 48 49 __ =,012 .012 3 2 :.023 0 4_ 3 _.032 .032 3 2 .001--.a- .096 4 =.154_ 0 4 3 =.064 .114 3 2 .064 -.062_ .116 5 max 50 in -.012 3 -.02 .063 6 0 3 -.096 4 -.116 3 -.1 4 2 51 M6 1 max .025 2 .006 3 .03 6 1.163 4 .033 3 .08 52 min -.024 3 -.106 4 -.025 5' -.033 -1.163 4 -.098 53 2 max .025 2 .005 3 .03 6 .876 4 .018 3 .04 54 min -.024 3 -.1 1 4 -.025 5 -.018 3 -.876 4 -.049 V08 55 3 max min 025 -.024 2 .003 3 _03 6 .615 4 007 3 56 3 -.09 4 -.025 5 -.007 3 - 615 4 .004 -.004 RISA-3D Version 13.0.1 [CA ... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 27 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name : BK-A B G Entrance Comer Canopies - Port St Lucie, FL Envelope Member Section Stresses (Continued) Member Sec Axiairksil LC v Shea LC z Shearr LC v-TQDIksll LC v-Botrksil LC oprksil LC z-Botrksil LC 57 4 max .025 2 001 3 .03 6 .384 4 .001 3 .048 6 .039 5 5 min -.024 3 -.078 4 -.025 5 -.001 1 3 1 -.384 4 -.039 5 -.048 6 59 5 max .025 2 0 3 .03 6_ .179 4 0 3 .097 6 .079 5 60 min -.024 3 -.073 4 -.025 5 0 3 -.1 9 4 -.079 5 -.097 6 61 M7_ 1 max .013 6 0 3 .058 2 .05 4 .001 3 .114 2 .116 3 62 in -.007 2 -.02 4 -.057 3 -.001 3 -.05 4 -.116 3- -.114 2 63 2 max .012 6 .005 2 .114 3 .022 3 .161 4 .025 3 .023 2 64 65 rein =.0.09 2 -.023 .013 _4_ 4 =.114 .002 2 -.161 4_ =.022 .211 _3_ 4 �.023_ .323 2 3 .322 2 3 max .012 6 5 .041 2 66 min -.009 2 -.001 3 -.003 6 -.211 4 -.041 2 _ -.322 2 -.323 3 67 4 max .012 6 .05 4 .116 2 .074 4 0 3 .013 3 .012 2 68 min -.'09 2 -.008 3 -.116 3 _ 0 3 -.074 4 -.012 2 -.013 3 69 5 max .012 6 .034 4 .033 3 .482 4 .039 3 .186 2 .196 3 70 - min -.007 2 0 5 -.037 2 -.039 3 -482- 4 -.196 3 -.186 2 71 M8 1 max 0 4 .006 3 0 3 0 4 .676 3 .096 2 .091 3 2 min -.316 6 0 4 0 2 -.676 3 0 4 -.091 3 -.096 2 73 2 max 0 4 .003 3 0 3 0 4 _005 3 .072 2 .068 3 74 min -.318 - 6 0 4 0 2 -.005 3 0 4 -.068 3 -.072 2 75 3 max 0 4 .001 3 0 3 .332 2 0 4 .048 2 .045 3 76 min .32 6 4 0 2 -. 32 2 -.045 3 -. 4 2 77 4 max 0 4 0 4 0 3 .333 2 0 4 .024 2 .023 3 78 1 min -.322 6 1 -.001 2 0 2 0 4 -.333 2 1 -.023 3 -.024 2 79 5 max 0 4 0 4 0 3 0 1 0 1 0 1 0 1 80 min -.324 6 -.003 2 0 2 __ 0 1 0 1 0 1 0 1 81 M9 1 max 0 4 .006 3 0 3 0 4 .683 3 .086 2 .098 3 82 min -.592 2 0 4 0 2 -.683 3 0 4 -.098 3 -.086 2 83 2 max 0 4 .003 3 0 3 0 4 .01 3 .064 2 .074 3 84 - min -.594 2r.012 4 0 2 -.01 3 0 4 -.074 3 -. 4 2 85 3 max 0 43 0 3 .328 2 0 4 .043 2 3 86 min -.596 24 0 2 0 4 -.328 2 -. 449 3 _049 -,043 2 87 4 max 0 44 0 3 .331 2 0 4 .021 .025 3 88 min -.598 22 0 2 0 4 -. 31_ 2 -.025 _2 3 -.021 2 89 5 max 0 44 0 3 0 1 0 1 0 1 0 1 90 in 6 22 0 2 0 1 _0 1 0 1 0 91_ M10 1 max .173 33 _02 2 2.103 4 118 3 ;153 3 .155 2 92 min -.13 2 . 4 -.62 3 -.118 3 -2.103 4 -.155 2 -.153 3 93 2 max .173 13, .009 3 .02 2 1.137 4 .042 3 .054 3 .056 2 94 min 13 12 1 -.124 4 2 3 -.042 3 -1137 4 -.056 2 -.054 3 95 3 max .173 3 .004 3 .02 2 .386 14 -.006 3 .043 2 .044 3 96 min -.13 2 -.085 4 -.02 3 .006 3 -.386 4 -.044 3 -.043 97 4 max .173 3 0 3 .02 2 .018 2 .071 4 .141 2 .143 3 98 min -.13 2 -.046 4 -.02 3 -.071 4 -.018 2 -.143 3 -141 2 99 5 max .173 3 -.003 3 .02 2 0 3 .312 4 .24 2 .241 3 100 min -.13 2 -.028 4 02 3 -.312 4 0 3 -.241 3 -.24 2 101 M11 1 max .253 3 .015 3 .016 3 5.015 4 .177 3 .101 2 .102 3 102 min -.165 2 -.29 4 -.016 2 -.177 3 -5.015 4 -.102 3 -.101 2 103 2 max .253 3 .012 3 _016 3 2.993 4 .079 3 .034 5 .04 6 i 165 2 -.274 4- 2 -.079 3 -a 4 04 6 -.034 105 3 max min _253 -.165 3 .007 3 13 1.194 4 _011 3 A 3 _2_ 3 106 2 -.228 4 _.016 -.016 12 -.011 3 -1.194 4 -.054 2 .054 -.055 1071 4 max .253 3 0 3 .016 3 .015 3 .246 4 .133 3 .132 12 108 min -.165 2 -.182 4 -.016 2 -.246 4 -.015 3 -.132 2 -.13 3 109 5 max .253 3 -.001 3 .016 3 .011 3 1.462 4 .212 3 .209 2 110 Rib--.165 2 -.166 4 -.016 2 -1.462 4 -.011 3 -.209 2 -.212 3 111 M12 1 max .165 3 .011 3 .019 3 2.827 4 .116 3 .143 2 .143 3 112 min -.119 2 -.165 4 -.019 2 -.116 3 -2.827 4 -.143 3 -.14 2 113 2 max .165 3 .008 3 _019 3 1.692 4 .046 3 .05 2 .049 3 RISA-313i Version 13.0.1 ICA... \... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 28 Company Robert James & Associates Designer Job Number Model Name BK-A B G Entrance Comer Canopies - Part St Lucie, FL Apr 14, 2018 Checked By:_ Envelope Member Section Stresses (Continued) 1dn.n6m Cnn widn,.;i I n .. ck-,r I n , QFnnrf 1 n 1 !` aGn{Ncil 1 !` TnnfLul 1 !` GnllLcil 1 !` min -.119 2 -.1 4 -.019 2 -. 4 3 -1. 92 4 -.049 3 -.05 2 3 max .165 3 .004 3 _019 3 .731 4 0 3 .044 3 .043 2 min -.119 2 -.118 4 -.019 2 0 3 -.731 4 -.043 2 -. 44 3 4 max .165 3 0 3 .019 3 .016 4 -.013 3 .138 3 .136 2 r120 min 1 2 -.085 4 -.019 2 .013 3 16 4 -.136 2 -.138 3 5 max .165 3 -.002 3 .019 3 .003 3 .525 4 .231 3 .229 2 i -.19 2 -.0 1 19 2 -.525 4 -.003 3 -.229 2 -.2 1 M13 1 max 0 4 .006 3 0 2 0 4 _673 3 .089 3 .103 2 min -.3 2 0 4 0 3 -.673 0 4 -.103 2 -.089 1 3 123 2 max 1 0 14 .003 3 0 2 0 4 .003 3 .066 3 .077 2 124 min -.302 2 0 4 0 3 -.003 3 0 4 -.077 2 -.06 3 125 3 max 0 4 .001 3 0 2 .333 2 0 4 .044 3 .051 2 126 min -.304 2 0 4 0 3 0 4- 333 2 -.051 2- 3 127 4 max 0 4 0 4 0 2 .334 2 0 4 .022 3 .026 2 128 i -.306 2- -.001 2 0 3 0 4 -.334 2 -.026 2 -.022 3 129 5 max 0 4 0 4 0 2 0 1 0 1 0 1 0 1 130 min -.308 2 -.003 2 0 3 0 1 0 1 0 1 0 1 131 M14 1 max .211 3 .011 3 .023 2 3.303 4 .12 3 .159 3 .161 2 132 min -.163 2 -.188 4 -.023 3 -.12 3 -3.303 4 -.161 2 -.159 3 133 2 max .211 3 .009 .023 2 2.005 4 .05 3 .047 3 .049 2 1 4 min -.16 2 -.17 _3 4 -. 2 06 3 -2.00 4 049 2 -.047 3 135 3 max .211 3 .004 3 .023 2 .88 4 .003 3 .064 2 .065 3 136 min -.163 2 -.141 4 -.023 3 -.003 3 88 4 -.065 3 -.064 2 137 4 max .211 3 0 3 .023 2 .012 2 -.002 4 .176 2 .177 3 138 min -.163 2 -.108 4 -.023 .002 4 -.012 2 -.177 3 -.176 2 139 5 max .211 3 -.002 3 .023 f .003 3 .703 4 .288 2 .289 3 140 min -.163 2 -.0 4 4 -.023 -.703 4 -.003 3 -.289 3 -.288 2 141 M15 1 max 0 4 .006 3 0 2 0 4 .676 3 .117 3 .125 2 142 min -.347 2 0 4 0 3 -.676 3 0 4 -.125 2 -.117 3 143 2 max 0 4 .003 3 0 2 0 4 .006 3 .087 3 .094 2 44 min -.349_ _2- 0 4 0 3 -.006 3 0 4 -.094 2 -.087 3 145 3 max 0 4 .001 3 0 2 .331 2 0 4 .058 3 .062 2 146 min -.351 2 0 4 0 3 0 4 -.331 2 -.062 2 -.058 3 147 4 max 0 4 0 4 0 2 .333 2 0 4 .029 3 .031 2 148 _ min max - 353 0 2 `Q01 _ 0 2 4 _0 3 0 4_ =.333 2 1 _,031 0 2_ 1 -,029 0 _3 1 149 5 4 0 2 0 1 0 150 min -.355 2 -.003 2 0 3 0 1 0 1 0 1 0 1 151 M16 1 max .024 3 -.004 5 .025 2 .814 4 .068 3 .042 6 .111 5 152 min -.024 2 -.061 4 -.017 6 -.068 3 -.814 4 -.111 5 -.042 6 153 2 max .024 3 .011 3 .117 5 .543 4 .084 3 .015 2 .165 5 154 in -.024 2 -.074 4 -.006 2 -.084 3 -.543 4 -.165 5 -.015 2 155 3 max .024 3 .009 3 .062 5 .236 4 .041 2 .062 5 0 2 156 min -.024 2 -.065 4 -.006 2 -.041 2 -.236 - 4 0 2 -.062 5 157 4 max .024 3 .006 3 .006 5 -.006 3 .018 2 .148 5 .016 2 15B min -.024 2 -.048 4 -.006 2 -.018 2 .006 3 -.016 2 -.148 5 159 5 max .024 1 3 1 .003 3 _004 3 .014 3 1 .177 4 .094 5 .031 2 160 min -.024 2 -.03 4 -.049 5 -.177 4 -.014 3 -.031 2 -.094 5 161 M 17 1 max .002 2 .003 2 5 .006 4 _004 2 2 .041 5 162_ 163 min_ max -.013 .002 6 = QOIB .002 4 2 __01_ -.008 .01 -2- 5 _ 004 .006 2- 5 -.006 .013 __033 �.041 .02 5 2 _.033_ .026 5 2 2 _4_ 4 164 min -�002 6 -.005 4 -.008 2 -.013 4 -.006 5 -.026 5 -.02 2 165 3 max 2 0 2 .01 5 .007 5 .022 4 .007 2 .011 5 166 min -6 -.001 4 -.008 2 -.022 4 -.007 5 -.011 5 -.007 2 167 4 max .002 2 .003 4 .01 5 .005 5 .019 4 .006 3 .007 6 168 1 min -.013 6 -.001 5 -.0 8 2 -.019 4 -005 5 -.007 6 -.006 3 169 5 max .002 2 _006 4 _01 5 0 2 .006 4 ^022 170 I I min -.013 6 -.002 s -.006 2 -.006 4 I 0 2 -.019 2 RISA-3D Version 13.0.1 ICA... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R313] Page 29 Company Robert James & Associates Designer Job Number Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Apr 14, 2018 Checked By:_ Envelope Member Section Stresses (Continued) Memher Sec AxiANO I C v Shaad I C v Rhwad I C v-Tnnrkeil I C v-Rntrkeil I C o-Tnnrkeil I C �Rnlrkeil I C 171 M18 1 max .002 2 1 .006 4 .009 2 .004 13 1 .088 4 .022 13 1 .019 2 172 - min _1 -.002 1 5 1 -.002 5 -.064 16 -.088 4 -.004 3 -.019 2 -.022 3 173 2 max 0 1 1 1 .026 4 .09 16 .004 4 0 5 .002 3 .013 6 74 min 0 1 .002 ji 0 3 0 5 -.004 4 -.013 6 -.002 3 175 3 max 0 1 .053 4 0 2 .277 4 .006 5 .173 6 0 3 176 min 0 1 003 5 0 3 -.006 5 -.277 4 0 3 -.173 6 177 4 max 0 1 .08 4 0 2 .753 4 .047 5 .002 2 .015 6 176 179 min max _0 1 _-.008_ .019 _5 5 1 =_09 .064 6 047 5 =.7.53 .049 4_ 4 1 -.016 .006 6 2 -.002--2- .022 5 5 .002 5 6 0 5 180 min 0 2 -.274 4 -.009 5 -.049 4 0 5 -.022 5 -.006 2 181 M19 1 max .011 5 .059 4 .024 2 .003 5 .083 4 .051 3 .046 2 182 - min -.012 6 1 -.008 5 -.026 -1 3 _-.083 4 -.003 5 -.046 2 -.051 3 183 2 max 0 1 .007 5 .006 5 .054 4 .008 5 .02 2 .022 5 184 min 0 1. -.035 4 -.005 2 -.008 5 -.054 4 -.022 5 1 -.02 2 185 3 max 0 1 0 5 .006 5 .027 2 .105 4 .008 5 .004 2 186 min 0 1 0 4 -.005 2 -Am 4 -.027 2 -.004 2 -.008 5 187 4 max 0 1 .033 4 .006 5 .037 4 -.005 3 .038 5 .027 2 1881 min 0 1 -.005 3 -. 005 2 .005 3 -.037 4 -.027 2 -.038 5 189 5 max .017 5 .004 3 .038 2 .002 3 .021 4 .093 5 .049 3 199 in -.004 3 -.04 4 -.036 3 -.021 00 3 -.049 3 - 093 191 M20 1 max .008 2 .004 3 .018 3 .397 4 .014 3 .093 5 .049 192 min -.007 3 -.04 4 -.082 5 -.014 3 - 397 4 -.049 3 -.093 _3 5 193 2 max .008 2 .003 3 .018 1 3 .289 4 .006 3 .024 2 .021 3 194 min -.007 3 -.037 4 -.0 7 5 -.006 3 -.289 4 -.021 3 -.024 2 195 3 Imax .008 2 .001 3 .018 1 3 .192 4 0 3 .008 3 1 .059 5 19 min -.007 3 -.033 4 -.018 2 0 -.192 4 -.059 5 -.008 3 197 4 max .008 2 0 3 .023 5 .106 4 -.002 1 3 .037 3 .051 5 198 min -.007 3 -.029 4 -.01 2 .002 3 -106 4 -.051 5 -.037 3 199 5 max .008 2 -.001 3 .058 5 .031 4 0 3 .065 3 .064 2 200 min -.007 3 -.026 4 -.018 2 0 3 -.031 4 064 2 -.065 3 201 M21 1 max .012 5 -.001 3 .036 3 .021 4 .002 3 .065 3 .064 2 202 min -.004 2 -.026 4 -.038 2 -.002 3 -.021 4 -.064 2 -.b65 3 203 2 max _011 5 .007 3 .105 2 A17 3 . 447 4 _003 2 .039 5 204 i 05 2 -.036 4 -.105 3 -.247 4 -. 1 3- 0 9 5- 3 2 205 206 3 max _011 50 3 _006 -.004 5 2 .047 3 _409 4 2 .256 3 min -.005 2 -.001 4 -.409 4 -.047 3: _.255 -.256 3 -.2 5 2 207 4 max .011 5 .033 4 .114 3 .024 3 .27 4 .041 3 .042 2 208 min -.005 2 -.006 2 -.114 2 .27 4 -.024 3 -.042 2 -.041 3 209 5 max .01 5 .035 4 .085 2 .024 4 .004 3 .116 5 .001 6 210 min -.004 2 -.002 3 -.082 3 -.004 -.024 4 211 M22 1 max .156 3 .012 3 .013 3 2.223 4 .121 3 .094 21 .09 3 212 minE.156 2 -.15 4 -.013 2 -.121 3 -2.223 3 -.094 2 213 2 max3 .009 3 _013 3 1.194 4 .044 5 .027 3 214 min2 -.135 4 -.013 2 -.044 3 -1.194 3 -.038 5 215 3 max3 .005 3 .013 3 .366 4 -.007 3 .034 2 2 6 in2 -.096 013 2 .007 3 -.3 6 V 2 -.036 3 217 4 max .156 3 0 3 _013 3 .021 3 .175 3 .099 2 218 min -.111 2 -.0 8 4 -.013 2 -.175 4 - 21 2 -. 9219 5 max 156 3 -.003 3_013 3 .009 3 .516 3 .163 2 min -.111 2 -.043 4 -.013 2 -.516 4 -.009 . 2 -.162 1 3 221 M23 1 max .179 1 3 1 .012 3 .01 1 2 1.535 4 .116 3 .127 5 1 .059 2 222 - min -.138 2 -.119 4 -.013 5 -.116 3 -1.535 4 -.059 2 -.127 5 223 2 max .179 3 .009 3 .01 2 .726 4 .038 3 .063 5 .012 2 224 min -.138 2 -.104 4 -.013 5 -.038 3 -.726 4 -.012 2 -.063 5 225 3 max .179 3 .005 3 .01 2 .117 4 -.012 3 .035 2 .036 3 226 min -.138 2 -.066 4 -.013 5 012 3 -.117 4 -.036 -3 -.035 2 227 4 max .179 3 0 3 _01 2 .027 3 .205 4 .082 2 .085 3 RISA-3D Version 13.0.1 [CA ... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 30 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Envelope Member Section Stresses (Continued) Memher Sec Aziallkeil I C v Shearr I C> Shead I C v_Tnnrkcn I C v_Rmrksil 1 C >_Tnnrk.n I C >_Rnlrle in I C 28 min -.138 2 -.027 4 -.013 5 -.205 4 -.027 3 -.085 3 -.082 2 229 5 max .179 3 -.003 3 .01 2 .014 3 .327 4 .129 2 .133 3 230 min -.138 2 -.012 4 -.013 5 -.327 4 -.014 3 -.133 3 -.129 2 231 M24 1 max _088 5 2 .006 -.029 2 4 .007 -.005 5 6 .087 -.021 4 2 .021 -. 87 2 4 .029 -.094 6 5 .094 -.029 5 6 232 min -.011 233 2 max .088 5 .003 2 _007 5 .014 5 .086 4 .015 2 .058 5 234 in -.011 2 -.015 00 6 -.086 056 5 -.015 2 235 236 3 max _088 5 2 .018 -.002 4 5 _007 -.005 5 6 .02 -.085 2 4 _085 -.02 4 2 _003 -.022 2 5 _022 -.003 5 2 min -.011 237 4 max .088 5 .05 4 .007 5 .163 4 .008 5 .015 5 .046 6 238 min -.011 2 -.006 5 -.005 6 -.008 5 -.163 4 -.046 6 -.015 5 239 5 max .088 5 .064 4 .007 5 .586 4 .059 5 . 551 5 .071 6 240 min -.011 2 -.008 5 -.005 6 -.059 5 -.586 4 -.071 6 -.051 5 241 M25 1 max .127 5 .036 4 .006 6 .004 5 .446 4 .063 5 .034 6 242 min 0 4 .002 5 -.004 5 -.446 4 -.0 4 5 -.034 6 _ -.063 5 243 2 max .127 5 .051 4 .006 6 .012 5 .153 4 .042 5 .006 6 44 min 0 4 0 5 -.004 5 -.153 4 -.012 5 -.006 6 -.042 5 245 3 max .127 5 .083 4 .006 6 .315 4 .004 5 .021 6 .002 2 246 min 0 4 -.004 5 -.004 5 -.004 5 -.315 4 -.002 2 -.021 6 247 4 max .127 5 .116 4 .006 6 1.03 4 .052 5 .049 .007 2 24 min 0 4 -0 9 5 -.0 5 -.052 4 -.007 _6 2 -. 4 249 5 max .127 5 .13 4 .006 6 1.918 4 123 5 .077 6 .021 5 250 min 0 4 -.011 5 -.004 5 -.123 5 -1.918 4 -.021 - 5 -.077 6 251 M26 1 max 0 4 .003 5 0 4 0 1 0 1 0 1 0 1 252 min -.459 3 0 4 0 5 0 1 0 1 0 1 0 1 253 2 max 0 4 .001 5 0 4 .332 5 0 4 0 4 .011 5 254 min -.457 3 _ 0 4 0 5 0 4 -.332 5 -.011 5 0 4 255 3 max 0 4 0 4 0 4 .33 5 0 4 0 4 .023 5 258 in -.455 3 -.001 3 0 5 0 4 -.33 5 -.023 B 0 4 257 4 max 0 4 0 4 0 4 0 4 .009 3 0 4 .034 5 258 min -.453 3 -.003 3 0 5 -.009 3 0 4 -.034 5 0 4 259 5 max 0 4 0 4 0 4 0 4 .681 3 0 4 .045 5 260 min -.451 3 -.006 3 0 5 -.681 3 0 4 -.045 5 0 4 261 M27 1 max 0 4 .006 3 0 5 0 4 .669 3 .014 2 .034 5 262_ 263 min max -.v-i 0 3 4 0 .003 4_ 3 _0 0 2 5 -.669 3 0 0 _4 4 =.034 .01 5 2 =.014_ .025 2 5 2 .002 5 264 min -.073 3 0 4 0 2 0 4 -.002 5 -.025 5 -.01 2 265 3 max 0 4 .001 3 0 5 .336 5 0 4 .007 2 .017 5 266 min -.075 3 0 4 0 2_ 0 4 -.336 5 -.017 5 -.007 2 267 4 max 0 4 0 4 0 5 .335 5 0 4 .003 2 .008 5 268 min-.077 3 -.001 5 0 2 0 4 -.335 5 -.008 5- 003 2 269 5 max 0 4 0 4 0 5 0 1 0 1 0 1 0 1 270 min -.079 3 -.003 5 0 2 0. 1 0 1 0 1 0 1 271 M_28 1 max 0 4 .006 2 0 2 0 4 .672 2 .05 3 .063 2 272 min -.337 2 0 4 0 3 -.672 2 0 4 -.063 2 -.05 3 273 2 max 0 4 .003 2 0 2 0 3 .003 2 .038 .047 2 274 min -.339 2 0 4 0 3 -.003 2 0 3 -.047 _3 2- 038 3 275 3 max. 0 4 _001 2_ 0 2 _335 3 0 4_ _025 3 .031 2 276 277 min max =.341 0 2 4 0 4 0 3 0 4 =,335_ 0 3__031 4 .013 2 3 _,025 1 .016 _3_ 2 4 _ 0 4 0 2 .335 3 278 min -.343 2 -.001 3 0 31 0 4 -.335 3 -.016 2 -.013 3 279 5 max 0 4 0 4 0 2 0 1 0 1 0 1 0 1 280 min -.345 2 -.003 3 0 3 0 1 1 0 1 0 1 0 1 281 M29 1 max 0 4 .006 3 0 3 0 14 .672 3 .073 2 3 282 min -.302 2 0 4 0 2 -.672 3 0 4 -.061 3 22 max 0 4 .003 3 0 3 0 4 .002 3 .055 2 IV 3284 min -.304 2 0 4 0 2 -.002 3 0 4 -.046 3 2 RISA-31) Version 13.0.1 ICA... \... \BK Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 31 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-A B G Entrance Comer Canopies - Port St Lucie, FL Envelope Member Section Stresses (Continued) nnnmhn, cow erleln,an I r .. Qh-g r r- Ch-9 r r .,_T....n.nn I r .._c.Jn.na I r T....rL..v r r - o...m..n r r 285 3 max 1 0 141 .001 3 1 0 3 .333 2 0 4 1 .037 2 .031 3 286 min -.306 21 0 4 0 2 0 4 -.333 2 1 -.031 3 -.037 2 287 4 max 0 4 0 3 .334 2 0 4 .018 2 .015 3 288 in -.308 2 0 2 0 4 -. 34 2 _ -.015 3 -.018 2 289 5 max 0 4 0 3 0 1 0 1 0 1 0 1 290 min -.31 2 0 2 0 1 0 1 0 1 0 1 291 M30 1 max .008 t 4 .014 2 .011 3 .085 4 .21 5 .031 2 292 293 thin -.007 .008 3 4 -995 .014 5 -.0�@ 4 -,011 3_ -.031 _ 2 _ 21 6 2 2 max 2 .012 3 .051 4 .056 5 .008 294 _ min -.007 3 -.096 5 -.051 4 -012 3 -.008 2 -.056 5 295 3 max .008 ._ 4 .014 2 .019_ 4 -.002 2 .014 .099 5 296 min -.007 2 -.003 3 -.096 5 .002. 2 -.019 4 -.099 _2 5 -.014 2 297 4 max .007 3 .047 4 .068 5 .115 4 .002 3 .012 2 .129 51 298 min -.007 2 -.004 5 -.015 2 -.002 3 -.115 4 -.129 5 -.012 2 299 5 max .007 3 .051 4 _068 5 .251 4 .013 3 .012 3 .021 5 300 min -.007 2 -.005 s - 0 5 2. _ -013 3 -.251 4 -.021 Envelope AA ADM1-10: ASD - Building Aluminum Code Checks IA--6-. 06--- '-. - n I --. I r cr --- r ..-. n:. I r 1 _._...__. M1 _-_�_ RTzxaxo.. ___ _ s.. .088 __-�.� 2 __ 4 _..__. ......__... .073 2 y_ 4 19.33 .... _... 23.661 .96 3.535 10.02 2.364 +••• •+ + 2 M2 RT2X8X0.. .149 1.992 4. .141 10.43 4 5.269 23.661 .96 _3.535 10.02 2.364 2 - •+ + 3 M3 RT2XSX0.. .110 6.914 2 .048 y_ 4 5.269 23.661 .96 3.535 10.02 2.364 2... •1-1 4 M4 RT2X8XO.. .025 0 2 .157 4 13.652 23.661 .96 3.535 10.02 2.364 1•••5 M5 RT2X8Xo.. 0 4 .019_v_ 4 19.33 23.661 .96 3_535 10.02 2.364 1M6 7 RT2X8Xo.. _.041 120 0 5.76 4 3 .035 .037 :.754 .y z 4 3 19_33 13.652 23 861 23.661 ,96_ .96 _3.,535 3.535 10.02 10.02 2.364 2.364 1•.• •1-1 M7 RT2X8X0.. .064 8 M10 RT1X3X0.. .217 0 4 .033 9.096 .247 .512 3 818 .909 2••• .1-1 9 M11 RT1X3Xo.. .517 0 4 .058 4 6.319 9.096 .247 .512 3.818 .909 2• •11 10 M12 T1X3X0.. .292 0 4 .037 0 4 6.319 9.096 .247 .512 3.818 .909 2••• •11 11 M14 T1X3X0.. IT2X8XO.. .341 0 4 .045 0 4 6.319 9.096 .247 .512 3.818 .909 2... .1-1 12 M16 .084 0 4 .03 26 4 17.885 23.661 .96 3.535 10.02 2.364 2.•• •1-1 13 M17 RT2X8xo.. .007 0 5 .022 0 _y_ 4 19.33 23.661 .96 3.535 10.02 2.364 1.•• •1 1 14 M18 - RTZXBXo.. .103 4.466 4 .127 4.466 4 15.40T 23.661 6 3.535 10.02 2.364 2... .1-1 15 M19 RT2XBX0.. .020 .846 4 .102 5.404 _y 4 14.064 23.661 .96 3.535 10.02 2.364 2••• •1-1 16 M20 Rr2xaxo.. ,0 1 0 4' .018 0 z 5 19.33 23.661 .96 3.535 10.02 2.364 1... .1-1 17 M21 RT2X8X0.. _055 5.339 2 T034 5.339 z 3 14.064 23.661 .96 3.535 10_02_ 2.364 1 • • 1 1 18 M22 RT1X3X0.. 229 0 4 .0 1 6319 9.096 47 .512 .818 .909 2••• •+ 1 - 20 M23 M24 Rrtx3xo.. .158 0 4 .-033_ 0 _y_ 4 6_319 9.096 9.096' _247 .247 _512_ .512 3.818 3.818 .909 .909 2••• 2••• •1 1 .1-1 RT1X3X0.. _ 6 2 4 .023 P 4 6.319 21 M25 RT1X3Xo.. .198 2 14 .028 2 4 6.319 9.096 .247 .512 3.818 .909 2• • 1 1 22 M30 RT2XBXo.. .034 0 5 .031 2 4 1 19.33 23.661 .96 1 3.535 1 10.02 I 2.364 1... •1-1 Envelope RISC 14th(360-10): ASD Steel Code Checks nnrarv,6n, Shona r. . rh-n I -rol Chn I .... 0....1.. 0..11.. \b.•e./..... f nL.�-/ C.... 1 M8 0.375 ROD .015 3.073 6.000 0 3 .107 2.381 .015 .015 ••• 1-1b 2 M9 0.375 ROD .028 3.073 2.000 0 3 .107 2.381 .015 015 ...H1-1b 3 M13 0.375 ROD 014 3.073 2.000 0 3 .107 2.381 .015 .015 1-1b 4 M15 0.375 ROD .016 3.073 2.000 0 3 .107 .38 .015 .015 •.• +-1b 5 M26 0.375 ROD .021 0 3 .000 3.0.. 3 .107 2.381 .015 .015 -. 1.1b 6 M27 0.375 ROD .004 3,073 3.000 0 3 .10 2.381 .015 .015 ••• 1-1b 7 M28 0.375 ROD .016 3.073 2.000 0 2 .107 2.381 .015 .015 ••• 11b 8 M29 0.375 ROD .014 3.073 2. 000 0 3 .107 2.381 .015 015 •••Ht-1b RISA-3D Version 13.0.1 [CA ... \... \BK_Port St Lucie -Entrance Comer Canopies A B and G.R3D] Page 32 A CALCULATIONS Y Design Loads on Canopy Frame Mounting Bolts: Based on maximum loads and orintation from the Envelope Joint Reactions on page 21 in the RISA analysis. Shear-YAxis : (lbs.) ShrYAxis := 387 (NodeN16, Line 16 ) Shear - ZAxis : (lbs.) ShrZAxis := 813 ( Node N32, Line 26 ) Summation: (lbs.) ShrTot := J ShrYAxis2 + ShrZAxis2 ShrTot = 900.41 Tension - ZAxis : (lbs.) TenZAxis := 237 ( Node N17, Line 5 ) Moment- X Axis : (ftlbs.) MtXAxis := 377 ( Node N15, Lane 4 ) Design of Mounting Bolts at Canopy Frame Mounting Locations Mounting Bolt Diameter: (in.) MntBltDia 0.375 Stress Area: m.z arMntBltDia2 (� ) Mn[B]tArea := MntBltArea = 0.11 ( Based on nominal diameter perAISC 4-3 ) 4 Allowable Tension: (lbs.) AllwTen := 20000- MntBltArea AIIwTen = 2209 Allowable Shear: (lbs.) Allwshr = 10000-MntBltArea A1lwShr = 1104 Total Numberof Mounting Bolts per Mounting Location: NOBIts := 4 Number of Mounting Bolts in Tension per Mounting Location : NoTen := 2 Top to Bottom Distance Between Mounting Bolts: (in.) LvrArm := 4.5 Tension Load per Mounting Bolt: (Ibs.) TenMntBlt TenZAxis + MtXAxis- 12 NoBlts NoTen-LvrArm TenMntBlt = 561.92 Shear Load per Mounting Bolt: ( lbs.) ShrMntBlt := Sh"Tot ShrMntBlt = 225.1 NoBlts Unity Check: UCMntBlt := TenMntBlt + ShrMntBlt UCMntBlt = 0.458 < 1.00 OK Mounting Bolts AIIwTen AllwShr Use: 3/8" diameter 18-8 Stainless Steel bolts as listed: Lag bolts in wood studs. All thread bolts with blocking between studs. Page 1 i Design Loads on Tie Rod Mounting Locations : Based on maximum loads and orintation from the Envelope Joint Reactions on page 21 in the RISA analysis. Shear-YAxis : (lbs.) ShrYAxis 51 (NodeNl 1, Line 11) Tension - X Axis : ( lbs.) TenXAxis := 183 ( Node N27, Line 29 ) Design of Mounting Bolts at Tie Rod Mounting Locations Mounting Bolt Diameter: (in.) MntBitDia := 0.375 Stress Area: (in 2) MntBltArea := 7r-MntBltDis2 MntBltArea = 0.11 ( Based on nominal diameter perAISC 4-3) 4 Allowable Tension: (lbs.) AllwTen := 20000-MmBltArea AllwTen = 2209 Allowable Shear: (lbs.) AllwShr := 10000-MntBltArea AllwShr = 1104 Total Number of Mounting Bolts per Mounting Location: NOBIts := 2 Tension Load per Mounting Bolt: ( lbs. ) Shear Load per Mounting Bolt: ( lbs. ) Unity Check: Mounting Bolts Use: TenMntBlt := TenXAxisTenMntB(t = 91.5 NoBlts ShrMntBlt := ShrYAxis ShrMntBlt = 25.5 NOBIts TenMntBlt ShrMntBlt < 1.00 UCMntBlt :_ + UCMntBlt = 0.065 AllwTen AlhvShr 3/8" diameter 18-8 Stainless Steel bolts as listed Lag bolts in wood studs. All thread bolts with blocking between studs. X Page 2 STRUCTURAL DESIGN ANALYSIS OF 1314" and 12'-4" LONG BUILDING CANOPIES FOR BURGER KING — LOCATION NO.576 PORT ST. LUCIE, FL Prepared for Allen Industries Date: June 25, 2018 Robert -James & Associates, Inc. 12255 West 187 h Street Mokena, Illinois 60448 SCANNED BY St. Lucie County TABLE OF CONTENTS 13'4' and 12'-4" Long Canopies Page # A. Project Overview 1 General B. RISA Models 1 Wire Nodes 2 Wire Members 3 Solid Members 4 Solid Members with Loads C. RISA 3-D Data 1-2 Global Conditions 2 Properties 2 Section Sets 3 Joint Coordinates 3 Boundary Conditions 3-4 Design Parameters 4 Member Area Loads 4 Basic Load Cases 4 Load Combinations 4 Load Combination Design 5 Envelope Joint Reactions 5-8 Envelope Member Forces 8-11 Envelope Member Stresses 11 Envelope Code Checks D. Calculations 1 Design of Mounting Bolts at Frame Locations 2 Design of Mounting Bolts at Tie Rod Locations A.GENERAL IOBERPJAMES & ASSOCIATES, L 12255 West 187th Street Mokena, IOinois 60448 (708) 479-8385 File: AllenIndl123b.mcd Site: BurgerKing Location No. 576 6598 US Highway 1 Port St Lucie, Florida 34952 Project : 13'4' long x 2'-0" overhang canopy and a 12'4" long x 2'-0" overhang canopy for installation together on the comer of the front elevation and drive thm side elevation of the building. Drawing No. 1806124 rev. A sheds 1 dvu 3 of 3. Design loads based on the 2017 Florida Building Code, 6th Edition (ASCE 7-10) using Exposure C and 170 mph wind speed Design Wind Speed : ( mph ) V := 170.0 Based on Risk Category II Velocity Pressure Coefficient at a Height of Less Than 15', Exposure C : Kz := 0.85 Based on Table 30.3-1 Topographic Factor: Kzt := 1.00 Based on Table 26.8-1 Wind DirectionaltyFxbr: Kd:= 0.85 Based on Table26.6-1 Velocity Pressure: (PSF) qz := 0.00256-Kz•Kzt.Kd. V2 qz = 53.453 Based on 30.3-1 Combined External Pressure GCp (30.4-1) minus Internal Pressure GCpi (26.11-1) : GCC"mb 1.65 Load Combination Factor: LCF := 0.60 Based on 2.4.1, Case 7 Design Pressure: (PSF) F = gz•GCC.b-LCF F=52.919 Use: WL:= 53.0 Design Snow Load : (PSF) SL = 0.0 N/A Reference: 2010AluminumDesign Manual, The AlumimunAssociation Tube: 6061-T6 Temper and Alloy Fy = 27.0 ksi. ; Fb = 14.67 ksi. ; Fv =12.00 ksi. Reference: Manual of Steel Construction AISC 13th Edition. Mounting Bolts : 18-8 Stainless Steel Fu = 60.0 ksi. ; Ft = 20.00 ksi. ; Fv =10.00 ksi. Page 1 B. RISA MODELS 7v x 0 4 19 8 0 13 15 8 17 12 11 Enelope Only Solulbn Robert James & Associate SK - 1 BK- C and D Front Corner Canopies - Port St Lucie, FL Apr 14, 2018 at 9:23 AM BK_Port St Lucie —Front Comer Ca... �y X M' Mt i Ms Envelope Only Solutbn Robert James & Associate SK - 2 BK- C and D Front Corner Canopies - Port St Lucie, FL Apr 14, 2018 at 9:23 AM BK Port St Lucie Front Comer Ca... x Envelope Ont r Salulion Robert James & Associate SK - 3 BK- C and D Front Corner Canopies - Port St Lucie, FL Apr 14, 2018 at 9:23 AM BK Port St Lucie Front Comer Ca... C. RISA 3-D DATA Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK- C and D Front Comer Canopies - Port St Lucie, FL Global s la Sections for Member Calcs 5 ,Di MazantemaltSections'forMembef'Calcs Include Shear Deformation? Yes Increase�Nailin ,Ca" ac' ";for Wind? .-:' �+ .Yes Include Wa in ? Yes Trans Load;BtWh'lntersectin ;Wood,Wall? Yes' Area Load Mesh inA2 144 Mee .. g .12::.• .r, P-Delta Anal sis Tolerance 0.50% Include P D`elta'for Walls?:,YNr .. .: ; 'Yes" <- Automaticall Iterate Stiffness for Walls? Yes Msz Iteretlons;for'W 1CStlffriess .. .i ` 3a.'a = - w' : r „ ` �: •, Gravi Acceleration fUsecA2 32.2 WaIGMesh'iSi3e in v="A ' 24_ Ei ensolution Conver ence Tol. 1.E- 4 Vertical Axis`-'8 - ' Global Member Orientation Plane XZ Static:Solver"-: r; °, �:-t � ,r;�� 5 arseAccelerated •„ `�'3 D namic Solver I Standard Solver Hot Rolled Steel Code AISC 14th 360-10 : ASD Ad'usVStiITn&as?, ryes Iterative' �T RISAConnection Code AISC 14th 360-10 : ASD Cold.Foened8teel Code `" x..::; ; + c: `AISI S100=12f'ASD n ,,r*; Wood Code AF&PA NDS-12: ASD Wood:Tem eratuie —�— :;<;: _100F,. Concrete Code ACI 318-11 Mason ..Code �•>_s .. : '.:: _ r �M }=_ :ACh530 13: ASD' ,.. + :..^ .� .:':`:-�; Aluminum Code — _ AA ADM1-10: ASD - Building Number of Shear Regions 4 Re ions acid `Increment in .>' _ - 4 ^ Biaxial Column Method Exact Inte ration Parme:Beta Factor PCA "_ _•':::.65, Concrete Stress Block Rectan ular C. S.._ Use Cracked Sections Slab? Yes Bad.Framin 'Wsmin s� .rx, . :No -r Unused Force Wamin s? _ _ Mi T Bar Diame aan T'tT ; Yes - - — - Concrete Reber Set REBAR SET ASTMA615 Min Max %Steel for Column 8 RISA-3D Version 13.0.1 [CA ... \Model Files\BK_Port St Lucie -Front Comer Canopies C and D.R3D] Page 1 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK- C and D Front Comer Canopies - Port St Lucie, FL Global. Continued Seismic Code ASCE 7-10 Seismic Not -En d Add Base Wei ht? Yes Ct Z .02 T Z sec Not Entered RZ 3 CtEic x . Ct EZ .75 SID SDS 1 TL sec 5 Risk"Cat mZ 1 ho Z 1 Aluminum Proloerfies 1 -k-I c rL i !- rb.11 hh. Tk-- / n-ih.l 7-ki- C A N Ch dLcil ehALM r-n,.n em,rLcn !Y 1 3003-H14 .5 .33 1.3 .173 TableB.. 1 19 16 13 12 141 7.5":5.33 -13 . =:173%'- able 24 _ =`.141_< 3 6063-T5 7.5 .33 1.3 .173 Table B... 1 22 16 16 13 141 _ 4'r > 6063'=T6'S . .5 41�02003787.5 > s33 51�3' :173"'' Table e.. r.:;1 -. au 0 >=1 . ` ]41=t. 5 5052-H34 7.5 .33 1.3 .173 Table B... 1 34 26 24 20 141 6, l 606'1'=T6<WT6tW'7.5 .'-.. 3.'': J13` ...173`= ableB. ^'i:1 'x15 =141.'t Hot Rolled Steel Properties n......:F.MM v:..:Afhwa o:. c..fLwl or 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2'' A36`G`:36 • -.29000 . ;11154." :3 i65 £49 -36 :' 1t5 $8 12 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 - 4*�'!A500kG�i8� -- D.;'�29000,'•11154_ ,-T- 7- -_ _r3.... .': -z - .527 "--.=-42 � - . �'1-. -- --- 5 A500 Gr.B Rect- 29000 11154 .65 , 27 1.4 . 1.6 --� 58 _ . 60 ', 1.3,_ ' 11.2- $""" A53.Gr. B'-.: 29000' 11154 __3 :8 - _ •:65 - =.49 _46 -35 7 Al085 29000 11154 .3 X5 .49 50 1.4 65 1.3 Aluminum Section Sets :..k. l cl.--- T...... n....L... I LN RAu4. 1 n...7- n r:n01 i-, r;nAl I- 1;-Al 1 r.-Al 1 2X8AT RT2X8X0.125 Beam AA Channel 6061-T6 T 'cal 2.44 1.87 17.5 5.59 2 1X3AT RT1X3X0.125 I Beam` 'AA Channel 6061-T T ical .938 :153. 9 422' 3 1 DBL ' AT RT2X3X0.125 I Beam I AA Channel 16061-T6 Tyvical 1 1.19 1 .772 1.47 1.53 4 1 - AL1 I AACS14X13.9 I Beam I AA Cfiannel' 6061-T6 TvDlbal 1 11.8 1 44.7,1 401' 1:19 Hot Rolled Steel Section Sets RISA-3D Version 13.0.1 ICA... \Model Files\BK Port St Lucie -Front Corner Canopies C and D.11313] Page 2 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BIK- C and D Front Comer Canopies - Port St Lucie, FL Joint Coordinates and Temperatures I ah.1 Y Tel v rol 7 MI 1 N1 0 0 0 0 �EINZ 3 N3 2 0 13.333 0 5 N5 2 0 4.76 0 r, vNom. 2:33&1`7 a -,y 7 N7 2 0 10.75 i3-3 --, '0 9 N9 0 0 10.75 0 0 T 41753' ,�', -.�1,4:�- I Nil 2 0 -2 0 13 N13 -10.333 0 -2 0 0 15 N15 -8.916 0 -2 0 17 N 17 -2.916 0 -2 0 -2.916 2.333 H2 Joint Boundary Conditions In I .h , V f r-I N8 Reaction Reaction Reaction AE �9�� T"'!—Ftiidofi. -'-kiaal&nt-r ;:,'FCe6aU66,-. 7 "T 3 N9 Reaction Reaction Reaction Reaction 'Riic-fI66-,-,'Reaction -'Reac ont- 5 N19 Reaction Reaction Reaction LE� 7 N18 Reaction Reaction Reaction Reaction :Re4dcU6h'--,R4dcfi6H:' *" ` -, Aluminum Destan Parameters I h.1 Qh— I --fkr"7 1 1- 2 F --T—Lbw;— -- �LatQi 27 - % M2-:�, I �2XIEIAT.--U333 Lb V Lateral M3 2X8AT 2 Lb vv Lateral �W '-2X8AT,, 43'.3331 ;% ahirs, 5 M7 1X3AT Lb Lateral 6 2,� Lateral 7 M9 2X8AT 2 1 Lbw Lateral 8, --M10 MAT 2 Lb"t Literal 9 Mil 2X8AT 12.333 Lb vv Lateral 10 M12 2X8AT 10.833 LbW I Lateral 11 M13 2X8AT --1X-3AT Lb vv 1Lateral 12 M14'- -1 - 2. LW ji-ste-r6i 13 M15 IX3AT 2 Lb vv 1Lateral RISA-3D Version 13.0.1 [CA ... \Model Files\BK-Port St Lucie -Front Corner Canopies C and D.R3D] Page 3 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK- C and D Front Comer Canopies - Port St Lucie, FL Hot Rolled Steel Design Parameters Label Shane Lennthrffl I hwrffl 1 h"Iftl 1 nmm. fnnrffl 1 rn n hnfiHl 1 -fnm Kw Kvv r:h Punrenn 1 M5 0.375 Rod 3.073 Lbvv 1 Lateral a z. ' ; tateial: 3 M76 0.375 Rod 3.073 Lateral :4': i ' M17•, °=: 0:37&Rod _'9 073.t -i-w . , t :c' 1..�.,. ; , . ,1 • i .:- �. - -,:, . -. _" -r , ..' ,Ceteial.- Member Point Loads Memb-or Label Direction Magnitudefk k�Rl_-- -_ Locat*ipn C No Data to Print ... Member Area Loads (BLC 1: DL) Member Area Loads (BLC 4: Mua) Basic Load Cases SLC Description Campry X Gravii Y Gravity Z Gravitv Joln Point Distributed Area M . Surface(P 1 DL None 1 2 2 .; 3 WL<- None 2 None. s{ 5 WLlon -> None 1 7 BLC 1 Transient Area.. None 329 : C B- LC jranslent Area.. -L .-= •No e.'.? - ` - ::, �.. - : ... ; .+_.'.. •[i t _ ,: '- �329 � -ti• r s''` Load Combinations n.c,Anfinn Rnf. Prlalfa RRRR R Fa R Fa R Fa R Fa R Fa R P. R V. R Po R P. R Ce 1 z - DL - =DL`+WL=> Yes Yes- _ Y Y,.': --, - j 1 -- 2 - .1 -- - _ - - - -- - - - -- 3 4-'=D DL + WL <- Yes Y '-Y 1 1 1='1- 3 4 1 1 +WLu .Yes 5 g DL+ WLlong-> yes Y 1 1 1 1 5 6 1 .14 - - - - DL+WLIon F Y Y Load Combination Design Description A�AF CD ABIF She Hot Rolled Cold For,_ Wood Cpncreta Masonry F Dtin s Aluminum Cormecti... - 2 ' - ��- DL + WL. — ___ _ .__._ _ -_._Yes_-- es _-Yes. Yes Yes_ Yes _Yes. Yes — Yes Yes - Yes_ -- - _Yes_. — Yes IYes Yes Ye ' 3 DL+WL4 Yes Yes Yes Yes Yes Yes Yes�Ye 4 DL+.WLu - Yes Yes Yes Yes - Yes Yes - TS 5 DL+ WLlong. I Yes Yes I Yes Yes Yes Yes Yes 6 DL'+ WILloh..4 I I I I Yes I Yes -I Yes I -Yes I Yes I Yes -I Yes IYes RISA-3D Version 13.0.1 [CA ... \Model Files\BK-Port St Lucie -Front Corner Canopies C and D.R3D] Page 4 Company Robert James & Associates Apr 14. 2018 Designer Job Number Checked By:_ Model Name : BK- C and D Front Comer Canopies - Port St Lucie, FL Envelope Joint Reactions Wn f Y rLl 1 1 N8 max 0 4 037 3 0 3 0 1 0 _2j.,'.<,= min.';;i032::•:3�. 0 �,'4 sr__0•_ .2':3. 0__4 y . 3 N6 max 0 4 076 3 0 5 0 1 0 1 0 1_ mi . §'= 5 ,. - 0.'';= '4 77.0 . 6n 01 _ T .0. u:' 1._ 5_ N9 max 227 2 048 2 008 2 0 1 0 1 011 2._ E rr lam. , Im K 3 03" q Y 3 =' t;. 1. , s 7 N10 max .259 2 065 2 1 5 0 1 0_ 1 2 8 .� ,, min -132". 3 i, :7_:. 4• : =,1 ~.073 6.: g 0 ' ,' ' ..0.,' 14 .02 '_-:576: . ,-4i1 x: 9 N19 max 0 5 .086 5 5 0 1 0 1 0 1 10-- ' min. 4: .,OA a : ,. ,. 0'r;;, 71 11 N20 max 0 6 022 5 .019 5 0 1 0 1 0 1 d2 ,, mini 'i .'0' ±=5.. Izy, 0- 13 N18 max .142 2 093 6 .103 5 021 6 0 1 0 1 mm ."-= 142 ,, ,_:3 s .. 101: -.=i246 + 6- 15 N16 max .016 6 027 6 131 5 009 6 0 1 1 16;. 3'i•, mi :";015 =-- " _ ,_•:1 6' ,.: 166, .6 - '41 _ 0", �0 17 Totals max .537 2 5 5 8'�`�` ,.,...4�. min °c=537L-''.:" 5" .444 ;-22771 .4._.�_-432 .432 , 6,."���..,..'�'� ..,.`-.� max',•-;,..• •��: Envelope Member Section Forces 1 -, J M1 i m x a 132 ' 2 O56 - T4 ., 015 5 8 .068 O68 4 .012 6 0 2 2 3 2 max 132 2 063 4 015 5 068 4 .006 3r 0 2 .014 >6 �, : 0 - 2 Q-;006 2 '.033 ?4`= 5 3 max .132 2 .093 4 1 015 5 .068 4 .006 3 .002_ 2 t6:>,:, IL-2.- mi' .-.132=Y 3,C.;W `. •V +=.0142',-6 '.;006-" _2' •=0064 L23-,t07<':c:qe 7 4 max .132 2 126 4 .015 5 .068 4 .009 5 .006 2 : min 4432' 3 9 5 max .132 1 2 .137 4 1 .015 5 1 .068 4 .017 5 .012 1 2 Al 5:.. ;.min ..132.-; 3..: -:01 2's= .014,`" _6 ,.;, 6;1 .,2 -=017 .:g; P°4b 11 M2 1 max .095 1 6 _ .006 4 .003 6 .1 4 .01 5 .003 6 .12%..<`.<"2-' i 094='. 5:=.004 2.:..003 >:5_ ..01::' 2 -:01u rgtr .12.;:t4'ir 13 2 max .095 6 .136 4 .003 6 .1 4 001 3 .027 6 14; min .:094 ' 5 =:021 " ? 2 L • _ .003 4 5 =:01 c 2 + . "'=;001. 2=: c=i329`.• 15 3 max 0 1 .013 2 .002 2 0 1 .001 2 .024 2 16: 0 .• 1 .'-'118` 4,, .. 02 -:3. 1' _. OL`>3;.2•. g ....4, 17 4 max 0 1 .031 4 .002 2 0 1 .007 2 .024 2 18. min '0.:•:. _1' i .013.: 3' -.002-'-,3 0:', "1 :007.:= "3: 12 .:.: 19 5 max .011 2 .006 2 .007 3 .003 2 .01 3 .048 4 20 =.011= --1 '-'-.0 38 ' 4" -.007' - 2 =:144 . '4_ -='-:01 ' -2'_ 0'= 2 21 M3 1 max .007 2 .006 2 .011 2 0 2 .01 3 .003 2 G 22 "' ,: min -:007.. `3� =.038 4' -.01V,' 3 ''=:048`: 4' _=.01 32,.: -:144 .:4- 23 2 007 2 .004 2 .011 2 0 2 . 004 3 0 2 24 -:007 3 -.036 011 `3 048 4 005 2 :125 ' 4 ` 25 26 _ _ - - - _3 _ -.007- - 007 2 3 _ .001 _ -.022 2, 4 _ _.011 _ -.011- 2 3 0 _ ' -.048 _ .001 '.001 2_ 3. _ =.11- 4 _2 4 27 28 _-.._ 4_. [maw- __007 __ .-. -07 2_ 3 ___--_002_ -.008 2__ 4 ,011__ = 011 2. 0 _.._3_ =.048 4. _007.__ =.007 ' 2 _ 0 _-- -.103 ,2 4 3 3 30______ __ 1 . _ .007 _ =.007: .011 _ 2. 3' _-.004_ _ _ -n.005 2_ 2 _.011 2 _. 0 _ _OA8-_ _ 2._ 4 _013_ _ _013. 0_ _-_ _131 2. -:01.1_. .007 3 _2_ -3 M4 3 _4, -.004 2 .1 4 .0130 32 011 2 005 4 00 _ -'3'. 0 7 013'` "3 048 4 33 2 max 008 3 .008 2 .078 2 .036 4 .024 3 .024 3 RISA-313 Version 13.0.1 ICA... \Model Files\BK_Port St Lucie -Front Corner Canopies C and D.R3D] Page 5 Company Robert James & Associates Apr 14. 2018 Designer Job Number Checked By.'_ Model Name BIK- C and D Front Comer Canopies - Port St Lucie, FL Envelope Member Section Forces (Continued) Member Sec Axial rkl LC v Shear[kl LC z SheaI LC Tomuerk-ftl LC v-v Mornen... LC z-z Momen... LC MIA, '21". m.002! ;.6-- Z:-. 35 3 max .008 3 .07 4 .039 3 .036 4 .042 2 .042 3 -?4'039, -,'-214, 37 **%,"'i"-, 4 max .012 6 .03 3 .044 2 -.005 2 .003 2 .041 3 Z3E - ,, - trA .5 , !,?--w-7 A M 9: --1-;:.603_ jj Pt. 42 39 Ak 5 max BE .012 6 �r -.054 4 j�y .073 3 =2 -.005 2 N .045 a 3 -.016 2 a-: 41 M5 1 max 0 4 0 2 0 0 6 0 2 M-�-� 'im 13L� "'- �1.0 �' � - - t'6 - '0 43 2 max 0 4 0 2 0 5 0 1 1 0 6 0 2 I VIA- - 0, 45 3 max, 0 4 0 2 0 5 0 1 0 6 0 4 min 1, tt, 3.. 0'� "4: " .O 47 4 max 0 4 0 4 0 .9; 0 1 0 6 0 4 -.''min 713:i :�' --0 If 7, 4, ', - '� - �5, ;r.3- 49 5 max 0 4 0 4 0 5 0 1 0 1 0 1 ;�6E 'min, 1 =--3�- M - EOg r0 X NR70 . IT 0 _1-1. 1 51 M6 1 max 0 4 0 2 0 3 0 1 0 2 0 2 WE _Q68'7 3-„ : -� :-. 0 -7; 13 �' I 4-- 53 2 max 0 4 0 2 0 3 0 1 0 2 0 2 4 -'., 0 4 9 4i �-O;. z' 't 55 3 max 0 4 0 2 0 3 0 1 0 2 0 4 -nA le-,' -'I �t� '2 �- `0 al -, i'' , �:� �Z' 10 � t I 'Pr 7 .' 67 4 max 0 0 4 0 3 0 1 0 2 0 4 --t': -rhin -4 0 -"Z*, 59 5 max 0 4 0 4 0 3 0 1 0 1 0 1 61 M7 I max .218 2 .01 2 .004 3 1 0 2 .003 6 .008 2 :&� 1"min! 1 57i-:d�g�X �.2 W� L4T- - -.004', ;',1:063, i -5 7-:� --.344 63 2 max .218 1 2 .008 2 .004 3 0 2 .001 6 .003 2 inf&' -- -- .157 �, -3'� , .23W.', ---4-, -Z,,'--.004't� 14' -: ;; , MV- - '4, 65 3 max -- .218 2 .003 2 .004 3 0 2 .002 3 0 2 a -OIL -,-rhih Tl---- -157' --, -3- rw F::004': ' 2 77�4�04-- 4>1.`---110 2-'." -•:Z-' T4 67 4 max .218 2 0 2 .004 3 0 2 .004 3 0 2 }68 3-.- 1 :.:min =L--t 2 -.003 --4:� 2 .004 -�,2 3 v �W4 0 �A 2 4- 06 ��--2 3 7 .064 4 69 5 max .218 70 t� ^,rfiiff - -'.,3,- 4157-f •"'�.15 ,-, -.4-- -.004L.�- 2:: 004 2, 0 jt2fl 71 M8 I Imax .261 2 .01 2 .006 5 0 1 4 .006 6 .01 1 2 1 72-' iniff -�., 34 A 1�3 ---4, -.343 - -00&-�, ' � - --6 :...0,'- - � 2d�F"�- z5i I -•-.476 -4, 73 2 max .261 2 .008 - 2 .006 5 0 4 1 .003 6 .006 741. 1. min 134 3, -'.331- 4, 1.006' 76- 0* 2-' '1.003 5- -- '.306 -.,4- 75 3 max .261 2 .004 2 .006 5 0 4 .001 2 .003 2 .76T'-'- inift --:134 3' -.296 ' -.006! - '6-- 0 2 -:001 3, -.148, 4, 77 4 max min .261 1-:134 2 3 0 -A 2 -- .006 --m'.RC6'7 5 �C- 0 7, 4 -2-, .00 Oj 5 :6 .002 t.01 - 2 79 5 max .261 -'134 .2 -..003- -.249 2 4 _ -.006 .0106 5-- .116 - .003 4 80 min '6 --A- 0 - 2 -.006' . 6 81 82 83 M9 1 max min max .026 -f-02-7- .026 503 .004 4 - 4 w.059 .041 2 -3, 2 -.006 76 -fi� -.006 2 -4- 2 .04 X14 2 -.035 - - i �Wff 2 4 2 6 -7mfl-4 1 .015 3 84 min -.027 1 5 .001: 6 -.041 -Q76 4 -.015 2 m.035 4 85 3- max - 026 61. 023 4 .024 2 -.006 2 .001 2 -.011 2 min in -.027 -5 me.002 _0 6 -.024 --3, 4 -.002 3 -.042 4 87 4 max .026 6 .042 4 .006 2 -.006 2 .009 2 -.009 2 86 min w.027 5- 406 - F 6 �.006 -3 =,076 -.009 '3- tm.058 5 max min 1 .021� -.027 --5 6 .0 �' IQ49 _4 .008. -.00. 6 .�111 -1 .011 J-2 3 -.006 .076 -4- 2 .008 2 0 6 RISA-3D Version 13.0.1 -4- [CA ... Wodel Files\BK-Port St Lucie -Front Comer Canopies C and D.R3D] Page 6 Company Robert James & Associates Designer Job Number Model Name BK- C and D Front Comer Canopies - Port St Lucie, FL Apr 14, 2018 Checked By:_ Envelope Member Section Forces (Continued) KA.-h r Q- A,dael4 I r v CFm441 I r a Ch-40 I r T--ne_el I r .._„ nA.- I r v_e RA-- I r 91 M10 1 max .075 1 6 .096 1 4 1 .009 2 1 -.005 1 6 .009 3 .002 6 .ayciriin" -..074`-' S ; <006... _6r'» 009ni:=`3"..i-.08WK-F4,: LK" .6(10,1 -'O 11', 15 14� 93 2 max 075 6 .107 4 .009 2 -.005 6 .005 3 0 6 94s.: _:..: `a. ,; min. .074'c': 5 ?: 3.•, t6-^.� .009 e.a3 ti :084 4• 95 3 max .075 6 .141 4 .009 2 -.005 6 .003 5 0 6 min 1 -:074a• 5 _: :` 02., .6 a% . D9.= E3 '.' 084 4 97 4 max .075 6 .175 4 .009 2 005 6 .005 5 .002 6 9_ --1n3L _ ->,min :Q74:^` 5 `,:;=:0 7 .6:: .,_ 009 " ;3 084 99 5 max .075 6 .186 4 .009 2 -.005 6 .008 2 .006 6 1005 == . _ •, min .074 5 .:"01 1 6• "%; .009 i r3 7 . 4il-• .-008,. `3. - .297 r, r4`' 101 M11 1 max .011 1 2 .049 4 .026 6 .082 1 4 .008 2 -.006 2 102?'` .K*•..` zinin .011 ',3 = 08 ..6-•..' .027<<»"S.' :005; �6 -:=008 !33>'� .7 3,`, 103 2 max 005 6 .015 4 008 5 .096 4 007 5 046 2 :min 005' 5 l032' :. 5. - .007 .i: =6 ..:003' `.. 6 .: -1001 A--= <_ ..2 --4- 105 .106°`s." 3 '>-.!min max .016 '..015..':' 6 S. .031 ':.:.127 2 4-. .063 6 .002 5 .015 6 .072 5 107 4 max 016 6 .012 4 044 5 .002 5 .044 6 014 5 109 5 max .009 6 .006 5 .02 6 .001 6 .007 5 .001 6 11 < = +min , ,.009.`r �5 {: =: 9 { 4 :'t .`. 2T. .v5, :_ .098:` � :. 7 €: _ 68. ;'4= 111 M12 1 max 141 2 .318 4 .006 6 .009 6 .014 5 .007 5 min 141.r7 3." ' 66t f O6,r_l 109`. 4 =; 14M-6'^'= 09s-'F4=' 113 2 max .141 2 394 4 .006 6 .009 6 .001 6 .093 6 °,'=043. -6<:.-':..ring : =5 =109x .4. a'-001 .:.5--. 915.4'- 115 3 max 0 1 .022 6 .003 6 0 1 .002 6 .039 6 .4 ,":=.003•' F5 0r.tl `1 _=:002•'`'S' -:466 s:"4= 117 4 max 0 1 .001 6 .003 6 0 1 .009 6 1 .009 6 1:8:'- kx:;•: .--:'inin - _ 12 ..- 92. 44-:' .003''_5. ,.y:0:::-� 1 r4009 .5t`i .078 _i4': 119 5 max min .009 ' ..009=! , 5 6 , .006 %: = 039 T . 6 4.' .02 s': 02 - 5 '6 .127 ...':003 r 4 6....=i012 .012 . 5 6'-`. .068 4 121 M13 1 max .02 5 .006 6 4v .009 :',.009 6 .068 4 .012 5 .003 6 123 124'• _ - - - 2 max min"o .02 5 004 6 .009 6 .068 4 .007 K--007 . 5 0 09...-4' 6 `., .001 6•, r6;<'' 125 T 126 3 max '02 - ...02 .' 5 6 0 -.'=. 5 6 .009 6 O68 4 .002 5 -.001 6 min. -- .4' - -�:`.009 .% s;5 . 001'6 6 - - 002_, 127 4- max .02 5 .002 4 .009 6 .068 4 1 .002 6 0 6 1:2 1..- ,_ .,:,, :` min .02r='- 6 <'-`:003 ...5.'.-00 ;a„5 �,-001 �..-6 .:5:002 . c5; :•, . 95 :':4. 129 5 max .02 5 .009 4 .009 6 .068 4 .007 6 .001 6 13 minIN[ 5,'. _0 - 5`•' =.001 - .6 '.00 :-5- '-b98< -4 131 M14 1 max .189 6 4 .006 6 .006 4 .008 5 .049 4 132 ....-,. min'''AW,':5--6 -.ring`._`5 -':' t.=. '6--,'":008- .6: 0, 6' 133 2 max .189 64 5.6 .006 6 .006 4 .005 5 .004 --- 0 4 --min 5 154 - ^ -.006 5 0f 6 e:005. 6 135 136 ' 3 max .189 - =,-154 6 5. 4- 6 .006 4 .002 '-.002' 5 - 6• 0 -''.053 6 4 min• 6 ___.006 _ =.006 - 5 --0 •:' '6 37 4 max 1_ min _189 1 6_ 56 4 _ .006 _ 6 6 5 .006 0.-- 4 8 .001 1 6 5 4 638 "_.002 127 139 140 5 max 189 6 .176 : 9 4 6 .006 -.006 6 .006 0' 4 6. .004 -.004 1 6 5 .006 -.213 6 4 min 1 41 5 141 1 M15 1 max .249 .011 5 0 6 .013 6 .144 4 142 min -.106 -.01.1 6 -.003. 4 -:013 5 0 6 143 2 max .249 .011 5 0 6 .007 6 .026 4 144 min •-.106 W.28 -.011 6 -.003'" -4 =.007 5 0 '- 6 145 3 max .249 .011 5 0 6 .002 6 .0026146 min -:1 -.011 _ ' '6. '-.003 4 -.002 5 -.1044147 4 max .249 .0111111 111 5 0 6 .003 5 ring 6 RISA-313 Version 13.0.1 [CA ... \Model Files\BK Port St Lucie -Front Corner Canopies C and D.R3D] Page 7 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name : BK- C and D Front Comer Canopies - Port St Lucie, FL Envelope Member Section Forces (Continued) Mnmhnr Q., AvWwl l r v Sh. dtrI l r v Shn.dN l r Tn ...W_el l r r r v_� rulmm.n I r 148+=�._ c�,.,`�«. :.,min �-_ 106�; .5: ':=:p a ... ;;"' ". 11: •;i6 -�=003^... 4_,�=003, _6%.; : "' ,4`'. 149 5 max .249 6 .326 4 .011 5 0 6 .008 5 .012 6 '1, `in _.=10 7 Sf ,„ 012', r6,.;: '.011_>,6:: -003 : 4:, 009V"L- 415':;:4' 151. M16 1 max 0 4 0 6 0 5 0 1 0 6 0 6 I 112rM .5. 3;Qti 4f`. 'O'x :`6 0 _1.:, ..•Or =+51 <,,,Q .. r':r. 153 2 max 0 4 0 6 0 5 0 1 0 6 0 6 s4+ 155 3 max �-.I' 0 112:`r 4 5 ' 0 _r s0 " '0 6 4; 0 .= 0'-._._;';:5, 5 0 r 0 1 1, 0 -0y .: 6 5' 0 O T' 4 :,5` 157 4 max 0 4 4 0 5 0 1 1 0 6 0 4 AI3= ,.5_`tj 0 , =1 .5"'" 0? 159 5 max 0 4 0 4 0 5 0 1 0 1 0 1 ;160t ` r"'A 13% 5 ..%'4.0 5t„ ..0. _ -:6 =0" ^ .1 -'Or 1:f` 161 M17 11 max 0 4 0 6 0 6 0 1 0 5 0 6 1 2_,. n x 028'= :5. ';_Q :4': '. 163 2' max 0 4 0 6 0 6 0 1 0 5 0 6 164.. :.,In.`028'.5�2 0 41;a< 0<--5,.,'..0-:;.{1:ti;SQ. 6="ar0:ic,.c,4-. 165 3 max :min 0 1028 4 -5:=:0 0 o'::.' 6 0 6 0 1 0 5 0 4 167 4 max 0 4 0 4 0 6 0 1 0 5 0 4 r 16I9 5 max 0 4 0 4 Q 6 0 1 1 0 1 0 1 ;170, min . f-:029 >5- 0`' .k5i r .r0 5 r:0 `r ,.1., , ,0 0 4TN M Envelope Member Section Stresses Memhnr Q.c AviaQrren l r ., Fhmrf r r v Shmrr I C v_Tnn14ci1 1 !: v_Rnlr4en I r v_Tnnf4en I r v_Rnlf4d I r 1 M1 1 max .054 12 028 4 1 .029 15 .012 14 1 0 2 077 16 1 .079 5 2: I, ;min -.0 4_ 3 ..0 `, ;•.`M i k6 '--`0 ,.:2.;. 3 2 max .054 12 1 .031 4 .029 15 .091 41 0 2 .037 3 .038 2 min =.04 3 .0.'i= 2`:-:028 .. 6 2::-: 091 3K4S 5 3 max .054 2 .046 4 .029 15 .195 4 1 .004 2 .038 3 .039 2 6•a:: , r c: rriin :0 '' .3: -' i003 2 -_:028 '6, =':004, 2. _=:195 :.4= v :0 9 .'2" _=.038' 3. 7 4 max .054 2 .063 4 .029 5 .347 4 .016 2 .061 5 .06 6 iiiiii=i054 - 3- ;=i005* 2r ` 028 c.6I :'='s016.' '21 <'=: 7 `. 4` ,. .O6 -*'6 r .06!3 ,5 9 5 max .054 2 .069 4 .029 5 .53 4 .032 2 .107 5 .106 6 '40 i :min ,,`".0 -- 3 .`-:007. 2• 428 6 ":=032 .2--LL .53: :4 e106:. 6 r.QOT:-5 11 M2 1 max .039 6 .003 4 .006 6 .329 4 .008 6 062 5 .062 6 i =.039'"5 ?002 2• j"-00 5 <U0W '6 -='M!9 4 :6 - =.062' E 13 2 max .039 6 .068 4 .006 6 .903 4 .074 63 .009 2 14 'min ' =.039 5 ^ -.01. 2 -.006 5 '=f074f' 6. -.=t903"' .4''2. =.009.. 3 15 3 max 0 1 .007 2 .004 2 .703 4 .067 22 .007 3 16 t ;-.. " : ' .min ' . ` 0' .. -:059 '4 " =.0 4 ` �3 -:067 . 2- . =:703 4'` K.046 3 ==:007 " .2 17 4 max 0 1 .015 4 .004 2 .308 4 .067 22 .045 3 in 0 1 =.007t" .3 =.004 '-3 - 0672 2' -:30 ' 4 3 -.046'- ,219 5 max .005 2 .003 2 .013 3 0 2 .132 43 .066 2 20 ^ min -.005' -3 =:019 4' -.013.m '2 -132 ' 4 !0 22 -.065 . 3 21 22 M3 1 max min .003 =.003 2 .003 .-.019 2 4 .023 =.023 2 3 .394 4 .008 2 .065 3 .066 -.065- 2 3 3 =:006 '2 -.394 74 066" 2 23_ 24 2- max min _ 003 _ -.003 _2 3 .002-_ .018 _2 4 __023 -.023 2 `3 _342 -.001 .:2- _4_ 2 3 ._...001 _ -.342 - _2 4 _.029_ -A29- -3_ 2 ._029. :=.029 25 _ 3 max _min .003 003_ 2 3 0 -;011 2 4 .023 _ _.023 2 3 .301 ' 003 4 2 -.003 _ 301 _ 2 _4 .007 _ 008_ 2 3 .008 , 007 3 2 27 1 4 max .003 2F-. .001 2 .023 2 .282 4 -.002 2 .044 2 .045 3 28 min -.003 3004 4 -'023 3 .002 2 '=i282 4 -.045:- 3 =08 2 29 5 max .003 2.002 2 .023 2 .275 4 .002 2 .081 2 .082 3 RISA-313 Version 13.0.1 [CA ... \Model Files\BK_Port St Lucie -Front Comer Canopies C and D.R31)] Page 8 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By.,_ Model Name BK- C and D Front Comer Canopies - Port St Lucia, FL Envelope Member Section Stresses (Continued) Mwmhwr Q., AvWNO 1 r . -Qh..rf I r- , Qh..g I R ilw ",, 003 .* ;-'023',-� 14 - I f 1..082 , ,r. ' Z, 31 M4 1 max .005 3 -.002 2 .013 2 .132 41 0 2 .081 2 .082 3 25E = Rfi 2-' �k7--13 '2--' 33 2 max .003 3 .004 2 .156 2 .187 4 1 .066 3 .156 3 156 2 L�: RE E2 :-`- 039 :4, 3 -i-0-66 Yf-.:--i 87 7, r�41* - 35 �JE 3 max .003 3 .035 4 A- .077 77 3 5 I .143 4 d. .115 T 3 .268 2 .267 3 37 4 max .005 6 �5-� 015 381, 3 .087 2 1. .315 A .13 4 .113 -,r.315'• 3 41-:�.022r�IF3 .022 - 2 .022 3 ,2 39 5 max .005 6 .027 4 .146 3 .284 4 -.043 2 .289 13 .293 2 jrh vWW, X5 �:�`.29 '-Z ._.289�- '4--' 41 M5 I max 0 4 .006 2 0 5 0 4 .711 2 .014 6 .123 5 Az aL ow-:^ r- TW 4" 4; 114'� 'A 23V -'6% 43 2 max 0 4 .003 2 0 5 0 4 1 .032 2 .01 6 .092 5 ---.032' 41' =6,.bgz.; 51 45 3 max 0 4 .001 2 0 -,65 5 .315 3 0 4 .007 6 061 5 Ab� jj T, �3 .0 61t� -�5-,r00 47 4 0 4 0 4 0 5 .325 3 0 4 .003 6 .031 5 1max 7- :WK, ZT"0 - !K ai -.6, 49 5 max 0 4 0 4 0 5 0 1 ID 1 0 - 1 0 1 ;min, 51 M6 1 max 0 4 .006 .2 0 3 0 4 .683 2 .131 2 .084 3 ii1h: E'3 s4, v, V, 6 62, 3 '2 0.'_ ', -4' -3-- :F 131, ,4- 53 1 2 max 0 .4 .003 2. 0 3 0 4 1 .011 2 .099 .2 .063 3 55 3 max 0 4 .001 2 1 0 3 .329 3 0 4 1 .066 2 .042 1 3 --!ffiiri ;!--.438 -3 00- 4� '"�a29', I '3,1'" .042- =9, -2. 57 4 max 0 4 0 4 0 3 .332 3 0 4 .033 2 .021 1 3 =69 T --T �001 64x al: :5 033.- -2" 59 5 max 0 4 0 4 0 3 0 1 0 1 0 1 0 1 -,60', -7-17 1 1 'min 1 11 11 �-".-442,-� -3-:-t;�I.00- - 3":','� 0 '71 Aj, - v ;-�- j 61 M7 1 max .233 2 .013 2 .015 3 6.513 4 .145 2 .104 6 .104 5 -62-' 'min .16T,4fV 1�335 41--015 2 -.146.;2i 4� -.10C-15��'6 63 2 max .233 2 .01 2 .015 3 1 4.173 4 .061 12 .052 6 .052 5 -?_ . 4 �,mV5L- 1`2? -.00 2 �A.17X, S .;�W52,-� -- �64 ----5 -1 -6, 65 3 max .233 2 .004 2 .015 3 2.06 4 .007 2 1 .076 3 .077 2 �fiE t7 ---, min =i167 T - �4� S- �01 5 - '2; T,---.007--i- '2.08,f 4, '4 `2 -W76 .3' 67 4 max .233 2 2 .015 3 .314 -`2 4 .003 2 .148 3 .149 inln 167.'-.-3' --.001 t214, it 415,.� -2,' f'.-003 -2-1 314, .4 .149 t,2 146, :3' 69 5 max .233 2 -.004 2 .015 3 -.017 2 1.205 4 .219 3 .221 2 -70.' -A67' 3 --M� "-.2 -4 -'.015 2 1105 47, .'017 .' 2 � -2211- 4, " ';219'- 3- 71 M8 I -cbh max .279 2 .013 2 .023 5 9.011 4. .191 2 .224 1 6 .225 5 'min -':143 -3' -.458 4' --.023�- -I-A 0 1 .10 -'19'.011;-4' '--:225:- Z-- '-.-224 16 73 2 max .279 2 .01 442- 2 4 2 5.796 .--.105--.-,2 4 .105 -5.796 2 4 .111 -�7. _11 6 _, 7b .112 . 1 11 .6 5 74 miri -.143- -.3, -.023" 6' 75 76 3 max min, .279 -.143 131- 2- .005 - m'.395 2. 4 ...023- -.023 5 -6 2.809 '-.05 4 2 ---.05_--- -2.-809 2 4 _053_--.21_052 -.052, 3 1 ::653 3 i 77 --- 76 4 5 max max .279 1 .279 2L 3] 0 --.348 --.00-3 2 A- 2 .023 7.023 16 .623 15 89 -.038 ---.056- 4 .2, 2 .038 --.109 - -2.204 2 -4- .116 w.1114 51 6�-.116 .1111 6 '5 21 4 .229 U-7- 80- -.143- 31 -.331 4 --.023 16 1 -Z.204: -4 .056 2 -.227 6 =.229 5 1 81 M9 1 -miri max -011 6 .002 .118 2 .097 4 1 -.025 2, .251 3 -��N 82' mliri- -1.0-11 5 - - 0' '0 -5- '4 '4 -.1 17-� 3 .025 2 1',�:097-- '4 -.2 56 ;5 -2 83 2 max .011 6 64 02 7 4 .083 2 .097 42 .029 2 .094 31 .095 21 mill min 5 JA - 6 -.082: 3 .'Ozq�- 4 -.095, 2 -.094 3 max .011 �. 011 6 6 6 .012 -- OC� 1 - .bol 4 6� .0413 2 .115 -.029 2 .009 2 .01 1-3 2 RISA-31D Version 13.0.1 [CA ... \Model Files\BK-Port St Lucie -Front Comer Canopies C and 13.113D] Page 9 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name : BK- C and D Front Comer Canopies - Port St Lucie, FL Envelope Member Section Stresses (Continued) Mpmher Ser. Aviallksn I r v Shearr.-- I C 7 Shwarr I C v-Tnnrksil LC v-Botrksn LC z-Tonfksn LC z-Botfksil LC 87 4 max 1 .011 16 1 .021 4 1 .013 12 .16 4 -.024 2 .058 2 1 .058 3 ''W _ . ,x .i a: _ =. min .01T.': 5 -:003 :,6. - 092. .3 sA24fi 2"' .16 4< ..058': I3 -.05811 s 89 5 max .011 6 .024 4 .023 3 .224 4 -.014 6 .051 2 .05 3 90 -. W mtn ::011_°- 5. -:004"- 6: +=:022 2 `-`014v 6 j_-.224 ' 4 ` .05=: -r3 _. 51, i2' 91 M10 1 max .031 6 .048 4 .017 2 .04 4 .007 6 .061 3 .058 2 92..;' .` , x = : i r:''min ..03 .5, ._. 03' . ° =:018 d3 -i007, , E6-, r•Y .04 < ::4f _ -.058 : `-2 .. 067 : 3: 93 2 max 031 6 .054 4 .017 2 .177 4 0 6 033 3 .03 2 77, -3. 95 3 max .031 6 .071 4 .017 2 .345 4 -.002 6 .019 5 .018 6 96 u _'•- _ =. :min 034'.- 5 - .0 =} 61 =:018 3 ..= 002 v . 345 ' -*' _` .018:r `6 97 4 max .031 16 .088 4 1 .017 12 .565 4 .004 6 .03 16 1 .03 6 98 ' ° r min _ A3 *» 5 :003i 6 +`- 018 3 ='004,F' 6' ='565L. -4 - _..03_' -6` ...03.. 99 5 max 031 6 .093 4 .017 2 .815 4 016 6 051 2 052 3 .1007 ihIry ', -:W 5. 7i 005` .6 -418 V, "=A16, 6 "`-.8 f5.: 4 : .052`:>v3 051i•,'e2 101 M11 1 max .005 2 .024 4 .053 6 .208 4 -.015 2 .051 2 .05 3 102' 'min =.005°T3 '`.0 4 6 =:053 .5 m 615. -2" '-.208' :4 103 2 max .002 6 .007 4 .015 5 .805 4 .127 2 .043 5 .045 6 1" 4` :• .1 rnin -002=. 5 r=:016 5 . "' =.014, 6' =t127., :2 i"=.80 4>' 045 = 6 . , .041 : `5., 105 3 max .006 6 .016 2 .127 6 .557 4 .199 5 .098 6 .094 5 106 T -'m .-.006 5 _ =:: '64;� "`12 :199 :5:6`:.5 7..:4' _ ..094 ;5c , * g s g°. 107 4 max 006 6 .006 4 089 5 .069 4 039 5 283 6 283, 6 '_at _.. .. :r _ 'min 1:66 6, 003^ - 3_, -:089• 6 :=:039.. ' �-. 69 _ :4 .283i ': " .. _5 6? 109 5 max .004 6 .003 5 1 .04 6 .186 4 .003 6 .044 5 .046 6 -'.003.. '. 44i, L 111 M12 1 max .058 2 .159 4 .012 6 .026 4 02 5 087 5 .087 6 in ;`-:058- 3: _ T =':012 I4`• i :087°" 6 .087 = :5> 113 2 max .058 2 .197 4 .012 6 2.509 4 .254 6 .009 6 .009 5 3::,' =:021 . =6 0127 5 4'254 - =6 4509f We .009 ' 115 116• •_ ' ••, 3 ^ max 'min 0_ ..0 t_i 1 1 .011 _ '104`, 6 4 _ .006 =:006 6 5 1.279 :==107. 4_ 6- _ 107 =1.279t 6 4l• 01 y .01 c''5 6 01 T -'&-,1:?6. 5 117 4 max 0 1 0 6 .006 6 .214 4 .026 6 .059 6 .059 5 1 8 V',; :min 0;' 1• -:046 4 '= O6. '5,; !=.026- .6•'`'=.214 4- .059.;" 5 -:059.,' 6' 119__ 120,': _ 5 max i 004 -, 004>: 5 6 A03. 5.--O 6 041 5 .003 6 186 .076 5 075_ 6 15. } 6 ,`-3 6: ._ e.00 ..6:' .4 S,.:6 .- 6: 121_ M13 1 max min 008 -:006 15 6.::019. 003 9 6 5�`-007,� 349 4 :6. 007 T'.349 6_ '4," 076 ..075 y'6 9 075 6 22-'' ` •rx.. * 123 2 max .008 5 .002 6 .3 4 0 6 .046 5 .045 6L 24::L - '. 7' min ,_:OW- 6 =i016': 9 5- .0 .3': '. 4" "-:045`- '6` .046 . -5. 125 3 max .008 5 0 9 6 .268 4 -.003 6 .016 5 .015 6 .: 26 -min -.008. 6 ':'-.007- P-':01 9 5.. 003: 6- =.268 ` `4' '-=.015 :6.Z=:0lV 5 127 4 max .008 5 0 9 6 .259 4 -.002 6 .015 6 .014128 _ :-= = "..: rnio- •=.008 6 !=.002 9 5 °=`002==` -:014`.-5 : `.0 5 '''6 129 5 max _008 5 .004 6 .268 4 004 6 .046 6.044 5 130 min .•=:008• 6. -:003' 9 5 : 004T' 6 ---.268 - 4 - -.044 5• ';046 6 131 132'- M14 -- 1 - max .202 '-164 6 L .115 4 .024 6 -.014 6 .933 4 .309 -'.312•" 5 6 .312 "T9 6 5 `in 5 _0 4''- -6 -.024 5 ='.933- '4 - -. �6 133 1 ..-_2 max l ._.2026_ 164 5 1314 0 2 __024_ 4 6 5 Al--- _=t 7 5____077_ 4 4 _.191._ 5__193_ -6 - 6 3 max._-.20P_ .6 5 175_- 4_ __024 -.024 _6, 5; __998 ':005 == 4. 6' __005_ -:998 6 "4 _ 073__ -.074 5 __ A74_ 6 36 _ min =:164 ":.004 . 6 8 =.073 5 137 4 max .202 6 .219 4 .024 61 2.407 4 .04 6 .046 6 .046 5 138 min -A64 5 -.009' 6 -.024 5' `-.04` 6 -2.407 4 -.046-. 5- --,.o4 .- 6 139 5 max .202 6 .234 4 .024 6 1 4.035 4 .114 6 .165 6 .164 5 140 1 inin ' -:164 5 -.01:1 6 '-.024 ' S` =:114 - " 6 --4:035 '4 -.164 5 . = 165 : 6 141 M15 1 max .265 1 6 .311 4 .042 5 .001 6 2.736 4 .497 6 .493 5 142- min -:113 -5 ' 0 . 6 '-:042 6: =2.736- V -.001 ' 6 -:493 - 5 -:497. 6 143 2 max .265 6 .327 4 .042 5 -.006 6 .49 4 .289 6 .287 5 RISA-3D Version 13.0.1 [CA ... \Model Files\BK_Port St Lucie -Front Comer Canopies C and D.R3D] Page 10 Company Robert James 8 Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK- C and D Front Comer Canopies - Port St Lucie, FL Envelope Member Section Stresses (Continued) IW-mh-r 4nn ArI.Inren I r .. ahnod I r. Rhnnd I r ,._Tnn6-n I r mQnfW." I r v_T-W.n I r o_Dn}fb-n 1 C 1g4`iyw_ ...:_..���` �- `in .'113�+ °5 =:002�'� 6::'SO42 6' `•.=49 4_r ' `.6=i? :287;;>5. .28 +- =6< 1451 3 max .265 6 .373 4 .042 5 1.979 4 .042 6 .082 6 .081 5 gc 4-1.9 147 4 max .265 6 .419 4. 042 5 4.809 4 .121 6 5 .126 4 " ° _ 1.13`* 5 s :014!: 6. 042 6 721r;: _ • ` 4.80S i`' ..1125 ' .126.? •8` ..12 := .6 5: 149 5 max .265 6 .435 4 042 5 7.863 4 .23 6 .331 5 .333 6 1 0;•"•.{ rt f f,.. +�6 `i4-,r.. z,� .�; 151 M16 1 max 0 4 .006 6 0 5 0 4 .703 6 .261 6 .122 5 _ a 1:014" 5 V . 0":- 4. _ r.0 '. 6 ' z703 . 6 -0. 14=. 153 2 max 0 4 .003 6 0 5 0 4 1 .025 6 .196 6 .091 1 5 154' <: i. °' min 1'016 .5 `.:0 ": ,4, `, =0 _ .6 "=025s. _6 0 4:! .091.. =5 196,. ?6': 155 3 max 0 4 001 6 0 5 .318 5 0 4 131 6 061 5 156' " , .. _1--,:tr- inin -1•.016= .5 0 =..4 .`=' 6 0 `4 318 *Sr' =061 =-6 • .131 =s6> 157 4 max 0 4 0 4 0 5 .326 5 0 4 065 6 .03 5 8; tm1 ,;. -minl . 1:0196 5 -:00. ; 6. 6, ` 50 4`.• "=.326 •5": 03 4i ' S" 159 5 max 0 4 0 4 0 5 0 1 0 1 0 1 0 1 160'` -... - .. :'min '-1:021'.` 5 ` 0 = 0 . 1.:x 0 _ -As. 161 M17 1 max 0 4 .006 6 0 6 0 4 .675 16 .116 5 .15 6 ? 6 = 163 2 max 0 4 .003 6 0 6 0 4 .004 6 .087 5 .112 6 w t ir- 2 r 5 .., -..a 4 5'70041 6 '; :.5, 165 3 max 0 4 .001 6 0 6 .332 5 0 4 .058 5 .075 6 R5, `. 0_ c. 4 ,: 0'sr, . 5, 0 ,4; -.332, =5? .075 ';6> 8:: 167 4 max 0 4 0 4 0 6 .333 5 0 4 .029 5 .037 6 168' F, . _a:. .t.:•'"'n -2fi:_> 5. -;001:. .5 ,.Os 5r.:;i0�. 4-,=33"'•5-:».037u`i ="5' 169 1 5 Imax, 0 141 0 14 0 6 0 1 0 1 0 1 0 1 -262I- 5 -`c003'R.S. >:0', 5':O..h .1 '-:^ 0 .', 1= L 0 . ` :I Envelope AA ADM1-10: ASD - Building Aluminum Code Checks Momhor Rh.na rr. d. r 1 nefel I r Rhaar 1 nnfffl nir 1 r PnNO Pnt/Om Mnv/()__ Mrv/O_. Vnv/n Vm/O rh Fnn 1 M1 RT2x8X0.. .025 1 2 14 1 .031 1.979 v 14 133.445 47.549 1.457 17.734 18.8051 5.17 1... .1-t =`RW8X07. • .075r• 4:722.4o'"'.0 r 10,833 .' :403i.J` - 47.549 `1'i457 7[37^: 181805 15.17`: 3 M3 R72XBXo.. .019 0 4 .019 .208 4 33.445 47.649 1.457 7.734 18.805 5.17 1.•• .1-1 `RT2X8X0i:.^,0 5. 8611 731 038'a _2.5 :" ih �47.549 "`1:457' 7'3 3" 18i805 -5.17. 1 -i 11= 5 M7 RT1X3X0.. .307 0 4 .037 0 4 11.965 18.279 .532 1.12 8.352 1.989 2• -1 t 6',. MB. --: R71X3X0.d ":42 0 %4: r.043- '= ""' 4 1:1i965 18:279's":532 =`7:12" 8.352'=1i989 2i:: .t=t 7 M9 RT2XBXo.. .029 0 2 .029 2 4 33.445 47.549 1.457 7.734 18.805 5.17 8 ' -_ M10 ': RT2XBXO:i ::' 2" :.'4 = 3 i44' 4754' ". `4 18.805's5 17, E:: :1=1 9 1 MI RT2X8X0.. .072 5.01 15 .037 4.882 4 4.384 47.549 1.457 7.438 18.805 5.17 70 t ' M121`= RT2XBX0.: ';139'° 2 906'.4 e.:059' 2 906--'4'- 6:246.. 47:54 ''1.4 7 7.495, 18:805 ' 5:171 11 M13 RT2X8X0.. .0161 0 14, .025 0 4 33.445 47.549 1.457 7.734 18.805 5.17 •'12 _-M14'" RT1X3X0:-j-190 - 2= 4 .'.031'" 2 4 11`-_965 18:279'`.532. 9:12' 8: '1,1:� 89 12.z: A 13 1 M15 RT1X3X0.. .371 1 2 141 .045 2 v 4 11.965 18.279 .532 1 1.12 8.352 1 1.989 2... .1-1 Envelope A/SC 14th(360-10): ASD Steel Code Checks RA-.-6-. Ch-n- r-d. rh--L I ..oral Rh- I nn D-in On1/n IWn-an,n r RA -I Fnn 1 M5 1 0.375 ROD 1 .042 13.073 3.000 2 .107 2.381 .015_ .015 ••• 1-lb 2 M6 - ' 0.375' ROD M0- 3. 73� 3 :000 _0 °0 i' 2 .107 2:381 015' ' .015' • • t-1b _3.._. 4 _ M16_ ' M17 _0.375 ROD_ 0:§ ROD , .047 -012 ., _,..3.073 5 .000 0 6 .107 2.381 .015_ .015 -_ 1-tb 3:073 5 .000 0 6 :. 07 2:381 _ ' .015.= .015 ••• 1=1b RISA-3D Version 13.0.1 [CA ... \Model FileslBK_Port St Lucie -Front Comer Canopies C and D.R3D] Page 11 z 0 F d' a U a U �` Design Loads on Canonv Frame Mounting Bolts : Based on maximum loads and orintation from the Envelope Joint Reactions on page 5 in the RISA analysis. Shear - Y Axis : (Ibs.) ShrYAxis = 403 ( Node N9, Line 6 ) Shear - ZAxis : ( lbs. ) ShrZAxis := 1010 ( Node NI8, Line 14 -Based on orientation.) Summation: (]bs.) ShrTot := 4ShrYAxis2 + ShrZAxis2 ShrTut = 1087.432 Tension - ZAxis : (lbs.) TenZAxis = 259 ( Node N10, Line 7 ) Moment - XAxis : (ftlbs.) MtXAXiS = 576 ( Node N10, Line 8 ) Design of Mounting Bolts at Cmoov Frame Mounting Locations Mounting Bolt Diameter: (in) MntBltDia 0.375 Stress Area: (in? ) MntBltArea := irMntBltDia2 MntBltArea = 0.11 ( Based on nominal diameter perAISC 4-3 ) 4 Allowable Tension: (tbs.) AllwTen := 20000•MntBltArea AIIwTen = 2209 Allowable Shear: (lbs.) AIIwShr = 10000-MntBltArea AllwShr = 1104 Total Number of Mounting Bolts per Mounting Location: NOBIts 4 Number of Mounting Bolts in Tension per Mounting Location : NoTen = 2 Top to Bottom Distance Between Mounting Bolts: (in.) LvrArm := 4.5 Tension Load per Mounting Bolt: ( Ibs. ) Shear Load per Mounting Bolt: ( lbs. ) TenMntBlt := TenZAxis + MtXAxis- 12 NoBlts NoTen.LvrArm TenMntBlt = 832.75 ShrMntB]t Sb Tot ShrMntBlt = 271.86 NoBlts Unity Check : UCMntBlt := TenMntBlt + ShrMntBlt UCMntBlt = 0.623 < 1.00 Mounting Bolts AIIwTen AIIwShr Use: 3/8" diameter 18-8 Stainless Steel bolts as listed: Lag bolts in wood studs. All thread bolts with blocking between studs. Ks Page 1 I Design Loads on Tie Rod Mounting Locations : Based on maximum loads and orintation from the Envelope Joint Reactions on page 5 in the RISA analysis. Shear-YAxis: (lbs.) ShrYAxis:= 86 (NodeNl9,Lhte9) Tension - X Axis : ( lbs.) TenXAxis := 73 ( Node N18, Line 14 - Based on orientation) Design of Mounting Bolts at Tie Rod Mounting locations Mounting Bolt Diameter: ( in. ) MntB]d)ia:=0.375 2 Stress Area: ( im2) MntBltArea :_ �c•MntBltDiaMntBltArea = 0.11 ( Based on nominal diameter perAISC 4-3) 4 Allowable Tension : ( lbs.) AllwTen 20000-MntBltArea AllwTen = 2209 Allowable Shear: (lbs.) AIIwShr:= 10000.MntBltArea AllwShr=1104 Total Number of Mounting Bolts per Mounting Location : NOBItS = 2 Tension Load per Mounting Bolt: ( lbs. ) Shear Load per Mounting Bolt: ( lbs. ) TenMntBlt := TenXAxiSTenMntBlt = 36.5 NoBlts = ShrYAxts ShrMntB]t ShrMntBlt = 43 NoBlts Unity Check: UCMntB]t = TenMntBlt + ShrMntBlt UCMntBlt = 0.055 < 1.00 Mounting Bolts AllwTen AllwShr Use: 3/8" diameter 18-8 Stainless Steel bolts as listed Lag bolts in wood studs. All thnad bolts with blocking between studs. I Page 2 STRUCTURAL DESIGN ANALYSIS OF 8'-0" LONG BUILDING CANOPIES FOR BURGER KING — LOCATION NO.576 PORT ST. LUCIE. FL SCANNED BY St. Lucie County Prepared for Allen Industries Date: June 25, 2018 LLGR F Robert -James & Associates, Inc. 12255 West 187`h Street Mokena, Illinois 60448 No. 43 7 =V ?cu— =� ._ 11111tt�\ I TABLE OF CONTENTS 8'-0" Long Canopies Page # A. Project Overview 1 General B. RISA Models 1 Wire Nodes 2 Wire Members 3 Solid Members 4 Solid Members with Loads C. RISA 3-D Data 1-2 Global Conditions 2 Properties 2 Section Sets 3 Joint Coordinates 3 Boundary Conditions 3 Design Parameters 3 Member Area Loads 4 Basic Load Cases 4 Load Combinations 4 Load Combination Design 4 Envelope Joint Reactions 4-6 Envelope Member Forces 6-7 Envelope Member Stresses 7 Envelope Code Checks D. Calculations 1 Design of Mounting Bolts at Frame Locations 2 Design of Mounting Bolts at Tie Rod Locations A. GENERAL tOBERT-JAMES &c ASSOCIATES, L 12255 West 187th street Mokena, Illinois 60448 (708)479-8385 File: AfenInd1123c.mcd Site: Burger -King Location No. 576 6598 US Highway 1 Port St Lucie, Florida 34952 Project: 8'-0" long x 4'-0" overhang canopy for installation on building wall. Two ( 2 ) of these canopies will be installed on the building on the drive thm elevation over the (hive thru windows. Drawing No. 1806125 rev. A Design loads based on the 2017 Florida Building Code, 6th Edition (ASCE 7-10 ) using Exposure C and 170 mph wind speed Design Wind Speed : ( mph.) V := 170.0 Based on Risk Category 11 Velocity Pressure Coefficient at a Height of Less Than 15', Exposure C : Kz := 0.85 Based on Table 30.3-1 Topographic Factor: Kzt := 1.00 Based on Table 26.8-1 Wind DirectionalityFaCbr: Kd 0.85 Based on Table26.6-1 Velocity Pressure : (PSF) qz := 0.00256-Kz-Kzt.Kd• V2 qz = 53.453 Based on 30.3-1 Combined External Pressure GCp ( 30.4-1) minus Internal Pressure GCpi ( 26.11-1) : GCComb := 1.65 Load Combination Factor: LCF := 0.60 Based on 2A.1, Case 7 Design Pressure: (PSF) F:= gz•GCC=b-LCF F= 52.919 Use: WL:= 53.0 Design Snow Load: (PSF) SL := 0.0 N/A Reference: 2010Aluminum Design Manual, The Aluminum Association Tube: 6061-T6 Temperand Alloy Fy = 27.0 ksi. ; Fb = 14.67 ksi. ; Fv =12.00 ksi. Reference: Manual of Steel Construction AISC 13th Edition. Mounting Bolts : 18-8 Stainless Steel Fu = 60.0 ksi. ; Ft = 20.00 ksi. ; Fv =10.00 ksi. Page 1 B. RISA MODELS Robert James & SK-1 BK-Canopy E and F - Port St Lucie, FL I Apr 14, 2018 at 9:26 AM BK_Port St Lucie —Canopy E and Robert James & SK-2 BK-Canopy E and F - Port St Lucie, FL I Apr 14, 2018 at 9:26 AM SK Port St Lucie —Canopy E and ■ Enelape Only Salutun Robert James & Associate SK - 3 BK-Canopy E and F - Port St Lucie, FL Apr 14, 2018 at 9:26 AM BK Port St Lucie —Canopy E and :: Loads: LC 3. DL • WL c Robert James & -.035klfi SK-4 BK-Canopy E and F - Port St Lucie, FL I Apr 14, 2018 at 9:27 AM BK_Port St Lucie —Canopy E and F C. RISA 3-D DATA Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-Canopy E and F - Port St Lucie, FL Global Display Sections for Member Cales 5 MaxJntemal.Secbons for MemberCalis Include Shear Deformation? Yes Increase:Naihn Ca ac' -for Windt: p Include We" e in ? Yes Trans'Load:Btfernilntersectin WoodWall?. Yes` -&{[, Area Load Mesh i2 144 MeTolraoeen P-Delta Analysis Tolerance 0.50% Include P=Delta:for.Walls?.' :•� . H Yes?i _-a `>_=" ' Automaticali Iterate Stiffness for Walls? Yes Maz-lterationsfoc.WallStiffness, - Gravi Acceleration ft/secA2 32.2 Wall=Mes :Size m = s . . f - '. 24` , ` r -. V Ei ensolution Conver ence Tol. 1.E- 4 Vertical Y::_ Orien Global Member tation Plane XZ Static:Solver,.._"' D namic Solver I Standard Solver Hot Rolled Steel Code AISC 14th 360-10 : ASD Ad'u`stSti(fness?: �=�Ei '^� ';Yeslterative.I'=� RISAConnection Code AISC 14th 360-10 : ASD Cold'Fonned Steel Code-' -+, _ R: AISbS100,12i ASD, Wood Code AF&PA NDS-12: ASD Wood T eme grature - -<�100F -ca Concrete Code ACI 318-11 Mason Cdde�'- r � �`, � �sx ..iA61:530:13::ASD Aluminum Code AA ADM1-10: ASD - Building Number of Shear Regions Re"ion S acin�ancrement in i:5r � 4 4 „— — — Biaxial Column Method Exact Inte ration Parme-BetaF.actor: P-CA :•' {_•;: :. .65•:�-, Concrete Stress Block Rectan ular Use,Cracked'Sechons?; Use Cracked Sections Slab? Yes Bad Framin '+Wamm s? ':` Unused Force Warnings? _ Yes No.- Min'1cBa�:Siamr.S acin ? . Concrete Reber Set REBA_R SET_ASTMA615 1< Min %`Steel forColumn Max % Steel for Column 8 RISA-30 Version 13.0.1 [C:\RISA2\Model Files\BK_Port St Lucie —Canopy E and F Framing.R3D] Page 1 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BK-Canopy E and F - Port St Lucie, FL Global. Continued Seismic Code ASCE 7-10 Seismic;Base=Elevation `ft ` . _ „*' ..Not Enid ed,-S4 Add Base Weight? Yes =02pn Ct Z T X .02 T Z sec Not Entered RZ 3 twit' e Ct Ex . Z .75SO.j t a, SDS 1 TL sec 5 mZ 1 Rho Z 1 ho W ? 3 r+ 1 L A to - t L = t rftl Aluminum Properties 1 3003-H14 10100 13787.5 .._ .33 ... .... ...-_ 1 3 ...... .... 173 ..... ...� Table B ... 1 • .0 nay 19 � • 16 13 12 141 3 6063-T5 10100 3787.5 .33 1.3 173 Table B 1 22 16 16 13 141 43r' - 6063-T6'° ,10100i 3787i5 kx 33 1s3h_ '173=<.TableB m'J.'1 . s. _30` 25"_ ', 25 .=x 1 149"'• 5 5052-H34 10200 377887...5 .33 1.3 .173 Table B 1 34 26 24 20 141 6; 6061=T6W',10.100: 787.5 '33 13` -:173-''TableB.. ar1,,.,. _24 15.=X 15 .-";`15 ,"e=141:'- Hot Rolled Steel Properties I nhnl C fL..:l /� IL A992. °A36 G�r36 29000 ': 29000. 11154 . -11154 .3 65 65 49 49` SO + 36Y . 1. I 1'.'S b _ 65 , 58a 1El 3 A572 Gr.50 29000 111543 "• ,11154'. 53 65 65 - .49 ,<527 50 = 42 1.1 J. 1i4 65000' +. y 6. 500 Gr.B Rect 29000 .11154 .3 .65 .527 _46 1.4 58 =A53GaB.:- '-29000 11154 3 "`60 7 Al085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Aluminum Section Sets 1 2X8AT RT2X8X0.125 Beam AA Channel 6061-T6 T ical 2.44 1.87 17.5 5.59 2 1X AT -RT1X3X0:125' Beam ` AA Channel` 6061-T&T 'i `I ':938 : A53 .95 'c422 3 DBL 1X3 AT RT2X3X0.125 Beam AA Channel 6061-T61 T icaf 1.19 .772 1.47 1.53 4 - AL1" AACS14X13.9 Beam 1 AAChannet 6061-T6`T ical 11.8 44.7 '401' •.1:19 Hot Rolled Steel Section Sets RISA-3D Version 13.0.1 [C:\RISA2\Model Files\BK_Port St Lucie -Canopy E and F Framing.R3D] Page 2 Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BIK-Canopy E and F - Part St Lucie, FL Joint Coordinates and Temperatures I ahel Y rffi Y r"I -7.5e-17 4.333 1 ffin Uj... .—T -0 W- 3 N3 4 0 0 0 Y 5 N5 4 0 8 0 7 N7 4 0 1 0 9 N9 4 -4.5e-1 6 7 0 IV, Joint Boundary Conditions Joint Label X IkfinI Y MIMI 7 Mnrl Y Pm v om n,-w,.,n 7 a-+ rk air- N -Reaction 1 Re ct! n Reaction Reaction Reactlofi�W'�' R 66C �11� --,� 1 Reaction I Reaction Reaction Reaction I Aluminum Design Parameters Label Shang I an.thrfn I hMftl 1 hrffl 1 --. #—r 1 -- k-#r i V--- Z-1 vil 7;M 2 ;1:� I,I2x8AT -i 7 Tt�i -T�I T T 8 Lbw �I 1; 17 -WV7 -. -- - -"' Lateral Lateral 3 M4 2X8AT 4:�-t-- Lb yy I tare 74z-1 71-71-m-5—TR �AT I- ' =24 3�— "'.tip 5 U17 I 1X3AT � 4 Lb ni, Lateral I � by' Lateral Hot Rolled Steel Design Parameters Member Point Loads Member Label Direction Maqnitude[k Uft Location [ft-%) No Data to Print ... Member Area Loads (BLC I: DLI Joint A Joint B Joint C Joint D Di Distribution I Magnitude[k [TT N4 I N2 I N3 I N5 I 'tion I two -.005 47 Member Area Loads (BLC 4: WLUD) Joint A Joint B Join C Joint D Direction Distribution Me nitu a s N4 N2 N3 I N5 Y I Two Way .053 1 RISA-31E) Version 13.0.1 ICARISA21Model Files\BK-Port St Lucle_jCanopy E and IF Franning.R3D] Page T-- Company Robert James& Associates Apr 14, 2018 Designer Job Number Checked By: Model Name BIK-Canopy E and F - Port St Lucie, FL Basic Load Cases DIL None T�i 'r��146 MN T 3 WL<- None WCuI,-- - --,- 1.� - - -- --� - ---. , - 5 BLC I Transient Area.. 62 1 Load Combinations nncnrinlinn Q-1- Drl-lfe Yes Y 1 1[ij Q 3 1 DIL + WL <- I Yes I Y 1 11 1 1 13 1 1 1 1 1 1 Load Combination Desion 1 1 DL Yes Yes Yes Yes Yes Yes Yes Yes 3 IDL+WL<j Yes Yes Yes I Yes Yes Yes I Yes Yes L'CIDL da; - 4 Yes, .. 66 Envelope Joint Reactions 1 N6 max 0 4 .055 2 1 0 2 0 -- 1 ... . ... ... 0- 1 0 1 � Iffilh A 3 Nl max 0 4 .055 2 0 3 0 1 0 1 0 1 --'' min ' - " -- 77.00 1T, , W-, �01 -7- 5 NQ max .189 3 .068 3 .015 3 0 1 0 1 .031 3 7ia 7a�2 iK iiT �� A7 ZIF �IW 7 Max , .189 3 .068 3 .015 2 0 1 0 1 3 7E .rfilw W-v !2, -72 .--1 JO 16. -1. ,4 9 max l .28 3 .244 3 0 AO!" 'min -,'2: 44� Envelope Member Section Forces U.mk.r Q- AvWTM I n - CA-7 I n - Qk-Ml I ! V--. M I 1A.- 1 MI 1 max 1 .012 1 2 .246 4 1 .035 2 .936 4 .023 1 3 .................. ,044 1 .044 4 4 2 - min, �1. 012' 1 3.: -L 014 '- �3 -'.034 3 .3, `,--'.023, �2- :. 0 "- 0 -3= 3 2 max 0 1 1 .023 1 0 1 0 1 .007 2 -.011 .01 3 3 4-' min 0--- A' ._AM -4 0 71' -1 'i.007 3' 014 .03 4 5 3 max 0 1 0 1 -j 0 1 0- 1 .007 2 .148 4 6 miry 0. 1 - F- 0 1 O 1 -.007 3 -.037 2 7 4 max 0 1 .161 4 0 1 0 1 .007 - 2 -.011 3 8 frilliri 0 1 -;023 0 1. 0. 1=--.007= -3 -.03�. 4 9 5 max .012 2 .014 -2 3 .034 3 .011 3 .023 3 .044 4 10 min -.012 -3 -.245 '4 -.035 2 !�936;' -4 - '-.023. -2- 1:3- 11 M2 I max .012 3 -.004 3 .035 2 .056 4 .024 2 0 1 3 12 min--:012 2., -AW 4- -L.034 3, '--.008 3 -.: =:025 - 3 13 .015 3 .023 3 .07 3 0 1 .005 3 -.3-17-F -4 .14 1 -max q IRI - A .07_ - L �._-2�, 1 -- -.004,, -2 1, --olg .73 -� RISA-313 Version 13.0.1 [C:XRISA2\Model Files\BK-Port St Lucie -canopy E and F Framing.M] Page 4 Company Robert James &Associates Apr 14.8018 Designer Job Number Checked By: — Model Name 8K'CanopyFand F'Port 8tLucia, FIL Envelone Member Section Forces (Continued) min .075. 67 41 max .223 3 .2 .003 3 0 OQ344 .002 3 .002 3 RUSA'3DVersion 13/Jj Fi|en\BK_port SALucia—Canopy Eand FFnaninQ.RDC] Page Company Robert James & Associates Apr 14, 2018 Designer Job Number Checked By:_ Model Name BK-Canopy E and F - Port St Lucie, FL Envelope Member Section Forces (Continued) 724 4. n003' Uv --.-"��.'006 73 2 max .223 3 .043 4 LVO3 2 0 3 .004 3 4 77W' K 72F 5T I --,3ko 4-- '� o,-.0041z - 5_r� 2,,� � .04 37` 75 3 max .223 3 .143 4 .003 2 0 3 0 3 -.008 3 .7125, 2'..'-'.003j Tr' 77 4 max .223 3 '2 , .243 4 .003 2 al�; 0 7-- 3 .002 2 lak .002 3 �'W 79 -TI -VO IPI� 5 ff - max 114 6P7 .223 -i 3 .287 4 003 03'-,5 2 0 .005"1 --14� 3 004 2 02 3 Envelope Member Section Stresses Momhur A., &vwm.n i r y Qh..,r 1 r. Q6..9 I r i r -mmn,.n i i r- ct-.m-q i n 1 M1 1 max 1 .005 12 1 .122- 4 1 .07 12 .003 3 1 .12 - 4 1 .144 3 .15 21 7-'4:O 05'�- 3-, 1 4.007 3 0 6T 1, 3 4A 2, " -4 4 1 'w . 003�:, 3�! 1 57�> L2: 144 3 2 max 0 1 .012 1 0 1 .081 4 -.031 3 .047 2 .043 -'3. 3 n' ' - 1- , 1 0, " ' 4, � �-- 'F'.081-r'L� -. :iff 8 -7. �Ogf 5 3 max 0 1 0 1 0 1 .101 2 J.4054 .047 2 .043 3 4��' 0 ' �O4 r�� :ZE 7 4 max 0 1 .081 4 0 1 .081 4 -.031 3 .047 2 .043 3 77i- Tr -��6-8-17 .0 `. 5 max 3 .067 3 .003 3 .12 4 .144 3 .15 -2w 2- Min; 5Z. r 22s-", A��, -`t-';07,f: � ;,2'� � T :M -;7 �7.,4' fd-- 63, 1 1 =Z '3,,,, 11 M2 1 max .005 3 -.002 3 .07 2 .12 4 1 .003 3 .155 2 .161 3 iiT - 1. jb� -:0 5-: �z ILA698z' 4. ";-. - 1, -001�, -'1 � 4 - 13 2 max .006 3 .012 3 .14 -r3 3 M2 3 t.869 4 .032 3 .028 2 .14 4w1w 7T L-W� -,2: --4T;,,-!052-�,--'3 z.62&' - T' JL-' 15 3 max .006 3 0 1 0 1 .12 3 1.355 4 .481 3 .477 2 "I 6 'min -T-j---.-006 - 7�--22 --., . ., -" . r . ; 0 " �" "!�; -1 4.. L�j 2, X! '-,��4 77'�-.' <27 - 17 4 max .006 3 .081 4 .14 2 .052 3 .869 .4 .032 3 .028 2 min - :006 ,2- �Wj 2, ;2 .--:14 .4 052... L3:v -.032 l` 19 5 max .005 3 .098 4 .067 3 .12 4 .003 3 .155 2 .161 3 -20-; --:1 min ' -'-.0W- --2 `1002`- 2'-;'�'.003 - %3, '-jZI'-- 4-z :2 21 M3 I max 0 .011 3 0 3 0 4 2.556 3 .11 2 .087 3 222- -min. '11-663z- -4 ',T 2-, ;: 2;556.. '.3;IP " 0 .-41- i.-m -087•; E3: 2 23 2 max 0 4 .007 3 0 3 .01 21 0 4 .083 2 .065 3 ,24� 7 Wi�n ; 666 2 --2r. 0�-O'-_ 4-! 1 1.01 :Z: 7 "�065�' ',3 2,' 25 3 max 0 4 .002 3 0- 3 1.29 21 0 4 .055 2 .044 3 0 -4. rO- 2- -1.29 -2, LmNV� r2l �.mkL-'Z' 27 4 max 0 4 0 4 0 3 1.287 2 0 4 .028 2 .022 .3 "28'-P' . min -.674 - -.002- 2� -0 :2, �4- -1.287- .2 -i 22. 0 ` 3 -'M& :2 29 5 max 0 4 0 4 0 3 0 1 0 1 0 1 0 �30 min *4"677 -2 121 -'w.007 . .2 0 0,'-- 1 ;O 11 -0� -- 0:- -1 '1 max .014 .007 3 .024 3 2.567 4 .03 3 .15 2 .144 3 "mirf -.0114, 1 3j �,%.1122-4- .'-.024 2 '--x-.03 -, '3' =2.567 4 -=:1144-, *3 -,--;15 :22 33 2 max .014 1 21 .005 3 .024 3 1.901 4 -.003 13 .074 2 .068 3 34, min '=.014 31 -.118 4 -M4- 2- :603"' 3 4.9011. 4- -.068 -.074. 35 -3 max .014 2 .002 3 .024 3 1.275 4 -.023 3 .008 -3` 3 .003 008� 2 '3 36E 37 4 max .014 2 0 3 .024 3 .693 --a.Oa -4, 3 -.693. 3_.085 4 3 .079 2 -10 1--.007 '-.079: J: - - 4.685 3 39 4-Q 41 M5 5 max .014 --.0143 2 -.002 _g 8 -0 �.YE113 __ 3 -k -A: k---- .024 .024 3 -- 2 .152 --- -.0221 4 -3 -.023 3 .161 3 .155. w.1161_ 2 3� - , 2 I _min max .014 2 - 2.567 - - 4 - -7A52- .03 - 3 -- .144 3 .15 2 421- min .014' -3 -.M' 4 =.024 3 --",.03 a --2.567 4, �.-115- -.144 '3 43 1 2 Imax, .014 , 2 1 .005 3 1 .024 1 2 1.901 4 1 -.003 3 .068 3 .074 2 RISA-3D Version 13.0.1 [C:\RISA2\Model Files\BK-Port St Lucie -Canopy E and IF Framing.R3D] Page 6 Company Robert James 8 Associates Apr 14. 2018 Designer Job Number Checked By:_ Model Name BK-Canopy E and F - Port St Lucie, FL Envelope Member Section Stresses (Continued) nee,.,we, Q- Avine4en 1 r ., Rhned i r. ahned i s a_TnnlYeil 1 r vAnfrLen 1 e e_Tnnr4eil I r o_RnlfLeil 1 r z .`a,..:,. 'in. .014-=`3 •-;I _. 4 :-' 24 .;>.0031;-.3:'i`=1.901`s=4'+ -:074.---`:2.'. -:068{` a3' 45 3 max .014 2 .002 3 .024 2 1.275 4 -.023 3 .003 2 .008 3 : 4°=' 3 +-'. 1 ` -_ 7 : 2 `i02 1. 7 f y 008' :3� 03ti':2s 47 4 max .014 2 0 3 024 2 .693 4 -.03 3 .079 2 085 3 -=----F- ,... .014;°• 3 ,102 4=:'=024 r3 -_;03 a '3,+�_ ;�.:4>. .0 :�'.3 . 79"'•:,2a 49 5 max .014 2 .002 3 .024 2 .152 4 -.023 3 .155 2 .161 3 a 0 _ m. . a O 4 p .3 :v . 2-, 51 M6 1 max 0 4 .011 3 0 2 4 2.556 3 .087 3 .11 2' _ .663" _0 53 2 max 0 4 .007 3 0 2 .01 2 0 4 .065 3 .083 2 ::.. in -, 66t. 2. „-0 •'v 4' :- .3, s<'0 -.. 'c :'2' .063 _'`2 -~065;;, �3t: 55 3 max 0 4 1 .002 3 0 2 1.29 2 0 4 .044 3 .055 2 ,56, L ..5' n . '�67-1,1"- 2 - 0" =..4 x' T 0, 3, y; 60 :4, f,5 .291. 57 4 max 0 4 0 4 0 2 1.287 2 0 4 .022 3 .028 2 -!. ,:,, abj!-. 44.2'-'= - 2:_.:'0'.ITY G y 0 :4:=1.287."T _. 59 5 max 0 4 0 4 0 2 0 1 0 1 0 1 0 1 1a 0 1 t - 0 s..; LE 61 M7 1 max .237 3 .02 2 .011 3 -.139 3 1.039 4 .243 2 .247 3 62!j . e� - 3`' 2 `- _ A. _=' 11 2-'';1 039 4 '='.139 =3t '.247=.:"3 . , % I- '2t: 63 2 max .237 1 3 .058 4 .011 3 .09 3 .758 4 .139 2 .142 3 64" S :* i -. . :11 .Z 4r ;.3 = 65 3 max 237 3 .191 4 .011 3 .944 4 -.147 3 .035 2 .038 3 Ac "I e`17. 2i ,-'47 '_1 :� e'-:= 44 _>4_,:., .038;�3 r-:U -;_a2; 67 4 max .237 3 .324 4 .011 3 4.66 4 1 .03 3 .066 3 .07 2 8 .:`_•? min. .133+'_- 2 -i02r: .3 =:011r:.2�. =03 -3 `:4.66 '4:'_. 7:n 69 1 5 max .237 3 .382 4 1 .011 3 9.798 4 1 .378 3 .171 3 174 2 .2 4 : �- .17A : 2-.17.1'•': 3'= 71 M8 1 max .237 3 .02 2 .011 2 -.139 3 1.039 4 .247 3 .243 2 ;.:2;;: t.; - i ,.'.. ,.. :1 3 ` 2 's70r.- 4 ^=:011 3. =i`039 -` ... I; .139 , ' 3�` r.243;.• _2 . :247, : 3t 73 2 max .237 3 .058 4 .011 2 .09 3 1 .758 4 .142 3 .139 2 LZ4tL VT. _ f: :min -=:133 2 tOTb: .3. -:011" .3F `-s758 ,4'--;r . 9. :3:...139_= 2 -:142"'3 75 3 max .237 3 .191 4 .011 2 .944 4 -.147 3 .038 3 .035 2 '•7 • 'o .:_-:=' =- smin .133'-' 2 `,' 004* 3 i =,011. .3 ` ]47< . 3i' ;--:944 = 4`' -'.035=. °2• :: 38•' :3S 77 4 max .237 3 .324 4 .011 2 4.66 4 .03 3 .07 2 .066 3 ;787 =. 3: "in 1$3n 2 -`02'r 3z;•_:OA1=03. .3'/ ; 4.6 '4';> .066;-:%3 7`_`- 2 79 5 max .237 3 .382 4 .011 2 9.798 4 .378 3 .174 2 .171 3 r`rih :133•"-'2 '-02T 3 "=i011 -3 `:378 3 °=9.796`-'4'' .17U='3.. .174=2' Envelope AA ADM1-10: ASD - Building Aluminum Code Checks R,tnmhnr Rhona r,vfn r 1 nnrel 1 r 4hnor 1 nrrel no- 1 r Pnrin Pnflnm Mnuln Un7ln Vn.dn Vn7fn rh Fan 1 M1 RT2X8X0.. .104 7 4 .337 7qv410.42 47.549 1.457 7.713 18.805 5.17 2..• .3.2 "2'_' •: Wi'' RUX8xo..,'.067 4 = =4 T.030.: 8- 10'.42= 47.549-1.457: 7.424. 18.805 ,5:173 M4 RT2X8Xo.. .121 0 4 .028 .37521.069 4H79 7.734 18.805 5.174 -M5`-: RTzxaxa.; -:121 .0 4 :'.026« :375:21069 4.7:Z34 16:805 "•5175 M7 RT1 X3X0.. .462 4 4 .039 4 3.41 11.12 8.352 1.9896 W ' RT1X3X0:. ';462: -4- `>A' ":039' -4 3:41': 1 1.12- 8 352- 1'1989` 2..: it-1 Envelope RISC 14th(360-10): ASD Steel Code Checks - - -_ Member _ Shape _ Code Check..-- - L�[R].. She... Loc.... I' Pnc/o ..Pnt/o .. Mnyy om [,,,Mna�,,,� EgtL, RISA-3D Version 13.0.1 [C:\R[SA21Model Files\BK_Port St Lucie -Canopy E and F Framing.R3D] Page 7 A CALCULATIONS Design Loads on Canoov Frame Mounting Locations : Based on maximum loads finm the Fnvelope Joint Reactions on page 4 in the RISA analysis. Shear-YAxis : (lbs.) ShrYAxis 727 ( Node N8, Line 6 and Node N10, Line 8 ) Shear - ZAxis : ( Ibs.) ShrZAxis := 15 ( All Nodes ) Summation: (lbs.) ShrTon := 4ShrYAxis2 + ShrZAxis2 ShrT.t = 727.155 Tension - X Axis : (ibs.) TenXAxis := 189 ( Node N8, Line 5 and Node N10, Line 7 ) Moment - ZAxis : (ftlbs.) MtZAxis := 1453 ( Node N8, Line 6 and NodeN10, Line 8 ) Design of Mountore Bolts at Canonv Frame Mounting Locations : Mounting Bolt Diameter: ( in. MntBllDia = 0.50 Stress Area: ( in.2 ) MntBltArea :_ 7r.MntBltDia2 MntBitArea = 0.196 ( Based on nominal diameter perAISC 4-3 ) 4 Allowable Tension : (lbs.) AIIwTen := 20000-MntBltArea AI1wTen = 3927 Allowable Shear: (lbs.) AIIwShr:= 10000•MntBltArea AllwShr=1963 Total Number of Mounting Bolts per Mounting Location: NoBlts := 4 Number of Mounting Bolts in Tension per Mounting Location: NoTen := 2 Top to Bottom Distance Between Mounting Bolts: (in.) LvrArm := 4.5 Tension Load per Mounting Bolt: (Ibs.) TenMntBlt := TenXAxis + MtZAxis-12 NoBlts NoTen-LvrArm TenMntBlt = 1984.58 Shear Load per Mounting Bolt: (lbs.) ShrMntBlt = 3hrTun ShrMntBlt = 181.79 NoBlts TenMntBlt ShrMntBlt Unity Check: UCMntBlt :_ + UCMntBlt = 0.598 < 1.00 OK Mounting Bolts AIIwTen AIIwShr Use: 1/2" diameter 18-8 Stainless Steel bolts as listed: Lag bolts in wood studs. All thread bolts with blocking between studs. Page 1 Design Loads on Tie Rod Mounting Locations : Based on maximum loads from the Envelope Joint Reactions on page 4 in the RISA analysis. Sheer - Y Axis : (lbs.) ShrYAxis := 55 ( Node N6, Line 1 and Node NI, Line 3 ) Tension - XAxis : ( lbs.) TenXAxis := 5 ( Node N6, Line 2 and Node NI, Line 4 ) Design of Mounting Bolts at Tie Rod Mounting Locations: Mounting Bolt Diameter; ( in.) MntBltDia := 0.375 Stress Area : ( in.2 ) MntBltArea := 7r-MntBltDia2 MmBhArea = 0.11 ( Based on nominal diameterperAISC 4-3 ) 4 Allowable Tension: (lbs.) AIIwTen := 20000•MntBltArea AIIwTen = 2209 Allowable Shear: ( lbs. ) AllwShr := 10000-MmBltArea AllwShr = 1104 Total Number of Mounting Bolts per Mounting Location: NoBlts := 2 Tension Load per Mounting Bolt: ( lbs. ) Shear Load per Mounting Bolt: ( lbs. ) TenMntBlt := TenXAxiSTenMntBlt = 2.5 NoBlts ShrMntBlt := ShrYAxisShrMntBlt = 27.5 NoBlts Unity Check : UCMntBlt := TenMntBlt + ShrMmBlt UCMntBlt = 0.026 < 1.00 Mounting Bolts AllwTen AllwShr Use: 3/8" diameter 18-8 Stainless Steel bolts as listed: Lag bolts in wood studs. All ihread bolts with blocking between studs. WA Page 2