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HomeMy WebLinkAboutTuscany Hills Park_v1 (1) CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS E APPROVED 0 V USASHADE Ln & Fabric Structures :3 4 Ln 0 0 rn 0 0 00 STRUCTURAL CALCULATIONS N PROJECT: TUSCANY HILLS PARK x LOCATION: LAKE ELSINORE, CA L 0 Q L_ Q STRUCTURE: 15 ft X 20 ft X 12 ft SINGLE FULL CANTILEVER HIP UNIT LL (APPLIES FOR 15 ft x 18 ft x 12 ft SINGLE FULL CANTILEVER HIP UNIT) 0 0 v L �- vi UJ 0 / \ 00 / LIl N 41 L ` L In 11 �L f6 L.L- W Uj r) Q In Q In February 4, 2021 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB INDEX DATE. SSS APPROVED GENERAL INFORMATION ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-31)ANALYSIS GRAPHIC INPUT: Isometric/ Projected views Member and Node Numbers Basic Load Conditions (selected) TEXT REPORT: Global Information Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases (BLC) Summary Load Combination (LC) Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB GENERAL INFORMATION DATE. 555 APPROVED USA Shade Units are constructed from shop-welded Structural Hollow Steel Shapes Sections and Plate Materials. Primary pieces such as Columns, Rafters or Ridges are field bolt connected unless noted otherwise. Once the steel frame is properly erected one or more pieces of HDPE fabric are stretched using sleeve-embedded wirerope cables until the fabric reach a rigid appearance and is securely anchored to the corners and/or edges of the steel frame. The structural analysis of this type of frame supported membrane requires acknowledge that loads applied to the fabric may induce a combination of non- uniform pressure against the HSS members and tension on the cables.This is especially critical when loads such as wind uplift act upon the fabric surface when the attachment is at the steel frame corners (see graphic below). Our Structural analysis approach is to create a web of compression-only members (low or no resistance to tension) linking fabric plate elements to the steel frame at various points through the model. This will provide a more realistic loading mechanism with forces acting on different directions on the steel frame. Figure la. Figure 1b. Corner details show an example of a typical case when the fabric deflects under live load (pressing downward on the rafters on Figure 1a)or uplift wind(Figure 1b). Uplift forces are carried to the frame corner as tension on the cables rather than an otherwise assumed upward uniform load applied to the rafters. CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB PARAMETERS AND ASSUMPTIONS: DATE. 1) CODE COMPLIANCE: CBC 2019 ( based on IBC 55 &AISC 36o-16 ASD 15TH Edition. OVED z) DESIGN SOFTWARE: Risa3D 17.0 3) BASIC LOAD CONDITIONS: A) Dead Load (DL): Selfweight is calculated by the program. B) Roof Live Load (RLL): 5 psf applied to the fabric. C) Snow Load: 5 psf applied to the fabric. D) Wind Load: Basic wind speed (V): 115 MPH based on the ASCE 7-16 basic wind speed map 26.5-1B for 3 sec gust, Risk Category I I & Exposure C. Refer to next page for detailed Wind Forces calculation. E) Seismic Load: Seismic Design Category: D Building Risk Category : Type II Site Class: D Seismic Risk Category: II Spectral response coefficients: SDS = 1.33 &SD1 = 1 (based on worst case conditions of z.og and 1.og for Ss and S1 respectively) Response Modification Coeff: (Cantilevered Column special frame) (Ra=z 1/2) Seismic Response coefficient(CS): 0.53 Structure DL(see take-off report): i,600 Ibs Design Base Shear: V= Cs (W) = 848 Ibs Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. 4) LOAD COMBINATIONS: DL+ LL o.6 DL+WL(UPLIFT) o.6 DL+o.6 WL(XA) DL+0.75[ ILL+o.6 WL(XA) ] o.6 DL+o.6 WL(ZA) DL+0.75[ ILL+o.6 WL(ZA) ] o.6 DL+o.6 WL(XB) DL+0.75[ ILL+o.6 WL(XB) ] o.6 DL+o.6 WL(ZB) DL+0.75[ ILL+0.6 WL(ZB) ] 5) SOILS PARAMETERS: Per section 18o6 and assuming Material Classification Number 5: a)Vertical Foundation Pressure: 1,500 psf b) Lateral Bearing Pressure: 100 psf(zx Allowed by 18o6.3.4) c)A skin friction of 250 PSF is assumed based on section 1810.3.3.1.4 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB WIND FORCE CALCULATION: DATE. 555 Per I BC 2018 section 16o9.1.1 , Wind loads on every building or strLAgPa lLtD determined in accordance with Chapter 26 through 30 of ASCE 7-16. Per ASCE 7-16 Chapter 27.3.2 (Directional Procedure): p = ghXGXCN qh = 0.00256 x KZ x KZt x Kd x Ke x VZ KZ = 0.85 KZt= (1 + K, xKZxK3 )Z K, = 0.00 KZ = 1.00 K3 = 1.00 KZt= (1 + 0.00)z= 1.00 Kd = 0.85 Ke = 1.00 V fabric on= 115 MPH [FABRIC ON] Per IBC 2018 Eq 16-33,the AS Wind Load is\/o.6*V= 89 MPH qZ= 0.00256 x 0.85 x 1.00 x 1.00 x 0.85 x 115 Z = 24.46 PSF[FABRIC ON] G = 0.85 From Figure 27.3-5: Clear wind flow, Roof Angle 0=22.5°, Wind direction y=oo,18o° Load Case A CNW = 1.1 Load Case A CNL = 0.1 Load Case B CNW = -0.1 Load Case B CNL = -0.8 Load Case A p = 24.46 x 0.85 x 1.1 = 22.9 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x 0.1 = 2.08 PSF 115 MPH LEEWARD (FABRIC ON) Load Case B p = 24.46 x 0.85 x (-0.1) _ -2.1 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x(-0.8) _ -17 PSF 115 MPH LEEWARD (FABRIC ON) Worst Case F= 24.46 x o.85 x 1.1 x Af= 22.9 PSF x Tributary Vertical Projected Area Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is 848 Ibs total. CITY OF LAKE ELSINORE BUILDING DIVISION DRILLED PIER FOOTING DESIGN PERMIT#BLDG 2021-0356 BAB PM i.o Non-Constrained Case DATE. �555 05.15 APPROVED Computation of Cast in Place Concrete Footing according to IBC 208 Table 18o6.2 Vertical Lateral Foundation Bearing Class of Materials Pressure(psf) Ibs/ft'Ift 1.Massive crystalline bedrock 12000 1200 z.Sedimentary and foliated rock 4000 400 3.Sandy gravel and/or gravel(GW and GP) 3000 zoo 4.Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 5.Clay,sandy clay,silty clay,and clayey silt Double this value is (CL,ML,MH,and CH) 1500 10o allowed section 18o6.3.4 Type of soil to use: 5 1500 zoo M07.3.2.1 Nonconstrained Case The following formula may be used in determining the depth of embedment required to resist lateral loads where NO constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Design Reactions,Worst Case(refer to envelope joint reactions) Max Moment= 11977 lb-ft Max Shear(P)= 250 lb,applied lateral force Max Axial= 1869 lb Max Uplift= -820 lb Then: b= 2.5 diameter of round post or footing or diagonal dimension of square post or footing,feet d= 5.8 depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure (change until it matches formula obtained value) h= 47.9 distance in ft from ground surface to point of application of"P",calculated as Max Moment/Max Shear=11977/250 S, = 386.7 allowable lateral soil-bearing pressure as set forth in Table 18o6.2 based on a depth of one third the depth of embedment A= o.61 and: Match at: 5.9 ft d= 8.o ft Axial Loading Check: Area of footing= 4.9 ft z Minimum Vertical Reinforcing Steel: Volume of Footing= 39.3 ft 3 As min= 7.07 in' Weight= 5694.2 Ibs #bar= 8 Max Axial Load = 1869.o Ibs lQty= 9 Total vertical Load= 7563.2 Ibs ASR= 250.0 psf ASR=Allowable Shaft Resistance Section 1810.33.1.4(max 500 psf) Friction Resistance= 11781.o Ibs Excluding upper two feet Actual Load= -4217.9 Ibs Actual Pressure= -859.3 psf =OK is less than allowable Pier Weight+Friction= 5825.05 Ibs Using a safety factor Of 3 Max Uplift= 820.00 Ibs Actual Lift Force= -5005.05 psf OK is less than allowable Use a footing with 2.5 ft. Diameter and a minimum of 8.0 ft. Deep CITY OF LAKE ELSINORE BUILDING DIVISION ,y PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB x DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION �Y PERMIT#BLDG 2021-0356 BAB x DATE. SSS APPROVED I I Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION ,y PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED M9 3 e �071 a8a �1� \8�M82M M3a M 8 0 0�199M98M9� M3 ASiLj94 �g`L O N12 Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED .01 k/ft -.023 - 3 � _0� f -.02 - ksfL sf -.028 - f 2 f 2 2 ksf -.023kQ? sf - 2 f _ - _ ksf + + + ++ + s 7 sf sf 01 k/ft 2ksf } } +} }+} + }+ + +{ 2ksf - fsf - 2ksf } + + ( % f - 2ksf + + + 4- _ f + 2ksf + { { Loads:BLC 3,WIND XA CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED �fsf 023ksf 3W3ksf"sf f sf f f f rsf f f Ozmf#1#sf -.023ksf .01k/ � + / 7Z- 00.00.00 + 00 00 -.ob 0 -.002. -.002 Loads:BLC 4,WIND ZA CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED 01 k/ft 2 —7'— . f f f 2k 2 2 f 2k . 2k 2k 2 (y2k 2k 2k 7 ks 2k 2k 2k k �� . 0 2k } } + + ++ Q2ks 2k 2k .0 } } + + } \ f + ks 2k k 2k A- } + 2ks 2k + + 2ks ks } } 2ks } ks { { Loads:BLC 5,WIND XB CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED -.01 k/ft .017 -4- -.01 Q0� Q0 0 6 f .002ksf Loads:BLC 6,WIND ZB CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED .009 .0 .0g .0 .0 .00 9 .009 9 .009 9 9 9 9 9 .0 00 00 9 00 9 .00 .009 .009 00. .009 i 009 Loads:BLC 7, UPLIFT CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI TI, (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in A2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% 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) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Standard Skyline Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16):ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code ACI 318-14 Masonry Code None Aluminum Code None- Building Stainless Steel Code Al SC 14th(360-10):ASD Adjust Stiffness? Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment(in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR_SET_ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Pagel CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ (Global) Model Settings, Continued Seismic Code None Seismic Base Elevation (ft) Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X(sec) Not Entered T Z (sec) Not Entered R X 2.5 R Z 2.5 Footing Overturning Safety Factor 1.5 Optimize for OTM/Sliding No Check Concrete Bearing No Footing Concrete Weight (k/ftA3) .145 Footing Concrete f'c (ksi) 2.5 Footing Concrete Ec ksi 2850 Lambda 1 Footing Steel fy(ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #5 Footing Top Bar Cover (in) 3 Footing Bottom Bar #5 Footing Bottom Bar Cover(in) 3 Pedestal Bar #8 Pedestal Bar Cover (in) 3 Pedestal Ties #4 Hot Rolled Steel Properties Label E si G ksi Nu Therm \1E..Den sit k/ft... Yield ksi Ry Fu si Rt 1 50KSI 29000 11154 .3 .65 .49 50 1.1 58 1.2 2 45KSI 29000 11154 .3 .65 .49 45 1.3 58 1.1 3 W I REROPE 12000 .3 .65 0 86 1.1 58 1.2 General Material Properties Label E [ksi] G [ksil Nu Therm \1E5 F Densit k/ftA3 1 LINK 1 e+6 .3 .65 0 2 FABRIC 1500 .5 .65 0 .002 3 C-ONLY 10 .3 .65 0 4 STEEL 29000 11154 .3 .65 .49 Joint Coordinates and Temperatures Label X Ift] Y Ift] Z ft Tern P[F1 Detach From Dia .. 1 N1 15. 12 .289 0 2 N2 0.417 12 .289 0 3 N3 0.417 12 19.699 0 4 N4 15. 12 19.699 0 5 N5 0.417 12 0 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 2 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 6 N6 15. 12 0 0 7 N7 0 12 0 0 8 N8 0 0 0 0 9 N9 0.417 12 20 0 10 N10 15. 12 20 0 11 N11 0 12 20 0 12 N12 0 0 20 0 13 N 13 0 12.648 0 0 14 N 14 0 12.648 20 0 15 N29 0.417 12 .138 0 16 N30 15. 12 .138 0 17 N31 0.417 12 19.861 0 18 N32 15. 12 19.861 0 19 N33 7.7085 14.513 3.939 0 20 N34 7.7085 14.513 16.049 0 21 N35 15. 12.666 .289 0 22 N36 0.417 12.666 .289 0 23 N37 0.417 12.666 19.699 0 24 N 38 15. 12.666 19.699 0 25 N39 7.7085 14.513 14.548 0 26 N40 7.7085 14.513 13.047 0 27 N41 7.7085 14.513 11.444 0 28 N42 7.7085 14.513 9.943 0 29 N43 7.7085 14.513 8.442 0 30 N44 7.7085 14.513 6.901 0 31 N45 7.7085 14.513 5.42 0 32 N46 8.619 14.282 3.483 0 33 N47 9.5325 14.051 3.026 0 34 N48 10.443 13.82 2.57 0 35 N49 11.355 13.59 2.114 0 36 N50 12.2655 13.359 1.658 0 37 N51 13.1775 13.127 1.201 0 38 N52 14.0895 12.897 .745 0 39 N53 8.619 14.282 16.505 0 40 N 54 9.531 14.052 16.961 0 41 N 55 10.4415 13.821 17.417 0 42 N56 11.3535 13.59 17.874 0 43 N 57 12.2655 13.359 18.33 0 44 N58 13.176 13.128 18.786 0 45 N59 14.0865 12.897 19.242 0 46 N60 1.503 13.066 3.021 0 47 N61 1.626 13.098 5.3 0 48 N62 1.701 13.117 7.641 0 49 N63 1.7265 13.123 9.943 0 50 N64 1.701 13.117 12.245 0 51 N65 1.626 13.098 14.648 0 52 N66 1.503 13.066 16.947 0 53 N67 2.346 13.28 3.365 0 54 N68 2.4225 13.299 5.53 0 55 N 69 2.469 13.311 7.756 0 56 N70 2.484 13.315 9.943 0 57 N71 2.469 13.311 12.13 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 3 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 58 N72 2.4225 13.299 14.417 0 59 N 73 2.346 13.28 16.602 0 60 N74 3.213 13.5 3.708 0 61 N 75 3.258 13.511 5.76 0 62 N76 3.285 13.518 7.871 0 63 N77 3.294 13.52 9.943 0 64 N 78 3.285 13.518 12.015 0 65 N79 3.258 13.511 14.188 0 66 N80 3.213 13.5 16.259 0 67 N81 4.0995 13.724 4.051 0 68 N82 4.1265 13.731 5.988 0 69 N83 4.143 13.735 7.986 0 70 N84 4.1475 13.736 9.943 0 71 N 85 4.143 13.735 11.901 0 72 N86 4.1265 13.731 13.959 0 73 N87 4.0995 13.724 15.917 0 74 N88 4.974 13.946 4.393 0 75 N89 4.974 13.946 6.217 0 76 N90 4.974 13.946 8.1 0 77 N91 4.974 13.946 9.943 0 78 N92 4.974 13.946 11.786 0 79 N93 4.974 13.946 13.731 0 80 N94 4.974 13.946 15.574 0 81 N95 5.886 14.176 4.735 0 82 N96 5.886 14.176 6.445 0 83 N97 5.886 14.176 8.214 0 84 N98 5.886 14.176 9.943 0 85 N99 5.886 14.176 11.672 0 86 N 100 5.886 14.176 13.503 0 87 N 101 5.886 14.176 15.232 0 88 N 102 6.7965 14.407 5.078 0 89 N 103 6.7965 14.407 6.673 0 90 N 104 6.7965 14.407 8.328 0 91 N 105 6.7965 14.407 9.943 0 92 N 106 6.7965 14.407 11.558 0 93 N 107 6.7965 14.407 13.275 0 94 N 108 6.7965 14.407 14.89 0 95 N 109 6.798 14.282 3.483 0 96 N 110 5.8845 14.051 3.026 0 97 N 111 4.974 13.82 2.57 0 98 N 112 4.0635 13.59 2.114 0 99 N 113 3.1515 13.359 1.658 0 100 N 114 2.2395 13.127 1.201 0 101 N 115 1.3275 12.897 .745 0 102 N 116 6.798 14.282 16.505 0 103 N 117 5.886 14.052 16.961 0 104 N 118 4.9755 13.821 17.417 0 105 N 119 4.0635 13.59 17.874 0 106 N 120 3.1515 13.359 18.33 0 107 N 121 2.241 13.128 18.786 0 108 N 122 1.3305 12.897 19.242 0 109 N 123 1.329 13.022 19.242 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 4 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 110 N 124 2.2395 13.056 19.175 0 111 N 125 3.1515 13.085 19.118 0 112 N 126 4.0635 13.109 19.072 0 113 N 127 4.974 13.127 19.036 0 114 N128 5.886 13.14 19.01 0 115 N 129 6.7965 13.148 18.995 0 116 N 130 7.7085 13.15 18.989 0 117 N 131 8.6205 13.148 18.995 0 118 N132 9.531 13.14 19.01 0 119 N 133 10.443 13.127 19.036 0 120 N 134 11.355 13.109 19.072 0 121 N 135 12.2655 13.085 19.118 0 122 N 136 13.1775 13.056 19.175 0 123 N 137 2.2395 13.253 18.786 0 124 N 138 3.1515 13.275 18.742 0 125 N 139 4.0635 13.294 18.706 0 126 N 140 4.974 13.308 18.678 0 127 N 141 5.886 13.318 18.658 0 128 N 142 6.7965 13.324 18.646 0 129 N 143 7.7085 13.326 18.642 0 130 N 144 8.6205 13.324 18.646 0 131 N 145 9.531 13.318 18.658 0 132 N 146 10.443 13.308 18.678 0 133 N 147 11.355 13.294 18.706 0 134 N 148 12.2655 13.275 18.742 0 135 N 149 3.1515 13.484 18.33 0 136 N 150 4.0635 13.497 18.304 0 137 N 151 4.974 13.507 18.284 0 138 N 152 5.886 13.515 18.269 0 139 N 153 6.7965 13.519 18.261 0 140 N 154 7.7085 13.52 18.258 0 141 N 155 8.6205 13.519 18.261 0 142 N 156 9.531 13.515 18.269 0 143 N 157 10.443 13.507 18.284 0 144 N 158 11.355 13.497 18.304 0 145 N 159 4.0635 13.715 17.874 0 146 N 160 4.974 13.715 17.874 0 147 N 161 5.886 13.715 17.874 0 148 N 162 6.7965 13.715 17.874 0 149 N 163 7.7085 13.715 17.874 0 150 N 164 8.6205 13.715 17.874 0 151 N 165 9.531 13.715 17.874 0 152 N 166 10.443 13.715 17.874 0 153 N 167 4.974 13.946 17.417 0 154 N 168 5.886 13.946 17.417 0 155 N 169 6.7965 13.946 17.417 0 156 N 170 7.7085 13.946 17.417 0 157 N 171 8.6205 13.946 17.417 0 158 N 172 9.531 13.946 17.417 0 159 N 173 5.886 14.176 16.961 0 160 N 174 6.7965 14.176 16.961 0 161 N 175 7.7085 14.176 16.961 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20xl 2.R3D] Page 5 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 162 N 176 8.6205 14.176 16.961 0 163 N 177 6.7965 14.407 16.505 0 164 N 178 7.7085 14.407 16.505 0 165 N 179 14.0895 12.843 19.596 0 166 N 180 13.1775 12.888 19.508 0 167 N 181 12.2655 12.926 19.433 0 168 N 182 11.355 12.956 19.372 0 169 N 183 10.443 12.98 19.325 0 170 N 184 9.531 12.997 19.292 0 171 N 185 8.6205 13.007 19.272 0 172 N 186 7.7085 13.011 19.265 0 173 N 187 6.7965 13.007 19.272 0 174 N 188 5.886 12.997 19.292 0 175 N 189 4.974 12.98 19.325 0 176 N 190 4.0635 12.956 19.372 0 177 N 191 3.1515 12.926 19.433 0 178 N 192 2.2395 12.888 19.508 0 179 N 193 1.329 12.843 19.596 0 180 N 194 0.417 12.791 19.699 0 181 N 195 0.714 12.867 17.296 0 182 N 196 0.9285 12.921 14.884 0 183 N 197 1.056 12.953 12.364 0 184 N 198 1.098 12.964 9.943 0 185 N 199 1.056 12.953 7.522 0 186 N200 0.9285 12.921 5.064 0 187 N201 0.714 12.867 2.672 0 188 N202 14.0895 12.843 .391 0 189 N203 13.1775 12.888 .48 0 190 N204 12.2655 12.926 .554 0 191 N205 11.355 12.956 .615 0 192 N206 10.443 12.98 .662 0 193 N207 9.531 12.997 .696 0 194 N208 8.6205 13.007 .716 0 195 N209 7.7085 13.011 .723 0 196 N210 6.7965 13.007 .716 0 197 N211 5.886 12.997 .696 0 198 N212 4.974 12.98 .662 0 199 N213 4.0635 12.956 .615 0 200 N214 3.1515 12.926 .554 0 201 N215 2.2395 12.888 .48 0 202 N216 0.417 12.791 .289 0 203 N217 1.329 12.843 .391 0 204 N218 13.1775 13.056 .812 0 205 N219 12.2655 13.085 .869 0 206 N220 11.355 13.109 .916 0 207 N221 10.443 13.127 .952 0 208 N222 9.531 13.14 .978 0 209 N223 8.6205 13.148 .993 0 210 N224 7.7085 13.15 .998 0 211 N225 6.7965 13.148 .993 0 212 N226 5.886 13.14 .978 0 213 N227 4.974 13.127 .952 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 6 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 214 N228 4.0635 13.109 .916 0 215 N229 3.1515 13.085 .869 0 216 N230 1.329 13.022 .745 0 217 N231 2.2395 13.056 .812 0 218 N232 12.2655 13.275 1.246 0 219 N233 11.355 13.294 1.282 0 220 N234 10.443 13.308 1.31 0 221 N235 9.531 13.318 1.33 0 222 N236 8.6205 13.324 1.342 0 223 N237 7.7085 13.326 1.346 0 224 N238 6.7965 13.324 1.342 0 225 N239 5.886 13.318 1.33 0 226 N240 4.974 13.308 1.31 0 227 N241 4.0635 13.294 1.282 0 228 N242 2.2395 13.253 1.201 0 229 N243 3.1515 13.275 1.246 0 230 N244 11.355 13.497 1.684 0 231 N245 10.443 13.507 1.704 0 232 N246 9.531 13.515 1.718 0 233 N247 8.6205 13.519 1.727 0 234 N248 7.7085 13.52 1.73 0 235 N249 6.7965 13.519 1.727 0 236 N250 5.886 13.515 1.718 0 237 N251 4.974 13.507 1.704 0 238 N252 3.1515 13.484 1.658 0 239 N253 4.0635 13.497 1.684 0 240 N254 10.443 13.715 2.114 0 241 N255 9.531 13.715 2.114 0 242 N256 8.6205 13.715 2.114 0 243 N257 7.7085 13.715 2.114 0 244 N258 6.7965 13.715 2.114 0 245 N259 5.886 13.715 2.114 0 246 N260 4.0635 13.715 2.114 0 247 N261 4.974 13.715 2.114 0 248 N262 9.531 13.946 2.57 0 249 N263 8.6205 13.946 2.57 0 250 N264 7.7085 13.946 2.57 0 251 N265 6.7965 13.946 2.57 0 252 N266 4.974 13.946 2.57 0 253 N267 5.886 13.946 2.57 0 254 N268 8.6205 14.176 3.026 0 255 N269 7.7085 14.176 3.026 0 256 N270 5.886 14.176 3.026 0 257 N271 6.7965 14.176 3.026 0 258 N272 6.7965 14.407 3.483 0 259 N273 7.7085 14.407 3.483 0 260 N274 15. 12.791 19.699 0 261 N275 14.703 12.867 17.296 0 262 N276 14.49 12.921 14.884 0 263 N277 14.361 12.953 12.364 0 264 N278 14.319 12.964 9.943 0 265 N279 14.361 12.953 7.522 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 7 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 266 N280 14.49 12.921 5.064 0 267 N281 15. 12.791 .289 0 268 N282 14.703 12.867 2.672 0 269 N283 14.0895 13.022 19.242 0 270 N284 13.9155 13.066 16.947 0 271 N285 13.791 13.098 14.648 0 272 N286 13.716 13.117 12.245 0 273 N287 13.6905 13.123 9.943 0 274 N288 13.716 13.117 7.641 0 275 N289 13.791 13.098 5.3 0 276 N290 14.0895 13.022 .745 0 277 N291 13.9155 13.066 3.021 0 278 N292 13.1775 13.253 18.786 0 279 N293 13.071 13.28 16.602 0 280 N294 12.9945 13.299 14.417 0 281 N295 12.948 13.311 12.13 0 282 N296 12.933 13.315 9.943 0 283 N297 12.948 13.311 7.756 0 284 N298 12.9945 13.299 5.53 0 285 N299 13.1775 13.253 1.201 0 286 N300 13.071 13.28 3.365 0 287 N301 12.2655 13.484 18.33 0 288 N302 12.204 13.5 16.259 0 289 N303 12.159 13.511 14.188 0 290 N304 12.1335 13.518 12.015 0 291 N305 12.1245 13.52 9.943 0 292 N306 12.1335 13.518 7.871 0 293 N307 12.159 13.511 5.76 0 294 N308 12.2655 13.484 1.658 0 295 N309 12.204 13.5 3.708 0 296 N310 11.355 13.715 17.874 0 297 N311 11.3175 13.724 15.917 0 298 N312 11.2905 13.731 13.959 0 299 N313 11.274 13.735 11.901 0 300 N314 11.2695 13.736 9.943 0 301 N315 11.274 13.735 7.986 0 302 N316 11.2905 13.731 5.988 0 303 N317 11.355 13.715 2.114 0 304 N318 11.3175 13.724 4.051 0 305 N319 10.443 13.946 17.417 0 306 N320 10.443 13.946 15.574 0 307 N321 10.443 13.946 13.731 0 308 N322 10.443 13.946 11.786 0 309 N323 10.443 13.946 9.943 0 310 N324 10.443 13.946 8.1 0 311 N325 10.443 13.946 6.217 0 312 N326 10.443 13.946 2.57 0 313 N327 10.443 13.946 4.393 0 314 N328 9.531 14.176 16.961 0 315 N329 9.531 14.176 15.232 0 316 N330 9.531 14.176 13.503 0 317 N331 9.531 14.176 11.672 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 8 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 318 N332 9.531 14.176 9.943 0 319 N333 9.531 14.176 8.214 0 320 N334 9.531 14.176 6.445 0 321 N335 9.531 14.176 3.026 0 322 N336 9.531 14.176 4.735 0 323 N337 8.6205 14.407 16.505 0 324 N338 7.7085 14.638 16.049 0 325 N339 8.6205 14.407 14.89 0 326 N340 7.7085 14.638 14.548 0 327 N341 8.6205 14.407 13.275 0 328 N342 7.7085 14.638 13.047 0 329 N343 8.6205 14.407 11.558 0 330 N344 7.7085 14.638 11.444 0 331 N345 8.6205 14.407 9.943 0 332 N346 7.7085 14.638 9.943 0 333 N347 8.6205 14.407 8.328 0 334 N348 7.7085 14.638 8.442 0 335 N349 8.6205 14.407 6.673 0 336 N350 7.7085 14.638 6.901 0 337 N351 8.6205 14.407 3.483 0 338 N352 8.6205 14.407 5.078 0 339 N353 7.7085 14.638 5.42 0 340 N354 7.7085 14.638 3.939 0 Member Primary Data Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 1 1 M1 N7 N6 BEAMS Beam Tube 50KSI Typical 2 M2 N13 N8 COLUMNS Column Tube 50KSI Typical 3 M3 N11 N10 BEAMS Beam Tube 50KSI Typical 4 M4 N14 N12 COLUMNS Column Tube 50KSI Typical 5 M13 N30 N6 RIGID None None LINK TRUSS-R... 6 M14 N29 N5 RIGID None None LINK TRUSS-R... 7 M15 N9 N31 RIGID None None LINK TRUSS-R... 8 M16 N10 N32 RIGID None None LINK TRUSS-R... 9 M17 N32 N4 PLATES Beam None 50KSI Typical 10 M18 N31 N3 PLATES Beam None 50KSI Typical 11 M19 N29 N2 PLATES Beam None 50KSI Typical 12 M20 N30 N1 PLATES Beam None 50KSI Typical 13 M21 N36 N33 EXTENSION/RIDGE Beam Pie 45KSI Typical 14 M22 N35 N33 EXTENSION/RIDGE Beam Pie 45KSI Typical 15 M23 N37 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 16 M24 N38 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 17 M25 N33 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 18 M26 N35 N281 RIGID None None LINK TRUSS-R... 19 M27 N33 N354 C-ONLY None None C-ONLY TRUSS-R... 20 M28 N34 N338 C-ONLY None None C-ONLY TRUSS-R... 21 M29 N38 N274 RIGID None None LINK TRUSS-R... 22 M30 N36 N216 RIGID None None LINK TRUSS-R... 23 M31 N274 N275 CABLES Beam None WIREROPE Typical 24 M32 N275 N276 CABLES Beam None WIREROPE Typical RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 9 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 25 M33 N276 N277 CABLES Beam None WIREROPE Typical 26 M34 N277 N278 CABLES Beam None WIREROPE Typical 27 M35 N278 N279 CABLES Beam None WIREROPE Typical 28 M36 N279 N280 CABLES Beam None WIREROPE Typical 29 M37 N280 N282 CABLES Beam None WIREROPE Typical 30 M38 N282 N281 CABLES Beam None WIREROPE Typical 31 M39 N39 N340 C-ONLY None None C-ONLY TRUSS-R... 32 M40 N40 N342 C-ONLY None None C-ONLY TRUSS-R... 33 M41 N41 N344 C-ONLY None None C-ONLY TRUSS-R... 34 M42 N42 N346 C-ONLY None None C-ONLY TRUSS-R... 35 M43 N43 N348 C-ONLY None None C-ONLY TRUSS-R... 36 M44 N44 N350 C-ONLY None None C-ONLY TRUSS-R... 37 M45 N45 N353 C-ONLY None None C-ONLY TRUSS-R... 38 M46 N46 N351 C-ONLY None None C-ONLY TRUSS-R... 39 M47 N47 N335 C-ONLY None None C-ONLY TRUSS-R... 40 M48 N48 N326 C-ONLY None None C-ONLY TRUSS-R... 41 M49 N49 N317 C-ONLY None None C-ONLY TRUSS-R... 42 M50 N50 N308 C-ONLY None None C-ONLY TRUSS-R... 43 M51 N51 N299 C-ONLY None None C-ONLY TRUSS-R... 44 M52 N52 N290 C-ONLY None None C-ONLY TRUSS-R... 45 M53 N53 N337 C-ONLY None None C-ONLY TRUSS-R... 46 M54 N54 N328 C-ONLY None None C-ONLY TRUSS-R... 47 M55 N55 N319 C-ONLY None None C-ONLY TRUSS-R... 48 M56 N56 N310 C-ONLY None None C-ONLY TRUSS-R... 49 M57 N57 N301 C-ONLY None None C-ONLY TRUSS-R... 50 M58 N58 N292 C-ONLY None None C-ONLY TRUSS-R... 51 M59 N59 N283 C-ONLY None None C-ONLY TRUSS-R... 52 M60 N109 N272 C-ONLY None None C-ONLY TRUSS-R... 53 M61 N110 N270 C-ONLY None None C-ONLY TRUSS-R... 54 M62 N111 N266 C-ONLY None None C-ONLY TRUSS-R... 55 M63 N112 N260 C-ONLY None None C-ONLY TRUSS-R... 56 M64 N113 N252 C-ONLY None None C-ONLY TRUSS-R... 57 M65 N114 N242 C-ONLY None None C-ONLY TRUSS-R... 58 M66 N115 N230 C-ONLY None None C-ONLY TRUSS-R... 59 M67 N116 N177 C-ONLY None None C-ONLY TRUSS-R... 60 M68 N117 N173 C-ONLY None None C-ONLY TRUSS-R... 61 M69 N118 N167 C-ONLY None None C-ONLY TRUSS-R... 62 M70 N119 N159 C-ONLY None None C-ONLY TRUSS-R... 63 M71 N120 N149 C-ONLY None None C-ONLY TRUSS-R... 64 M72 N121 N137 C-ONLY None None C-ONLY TRUSS-R... 65 M73 N122 N123 C-ONLY None None C-ONLY TRUSS-R... 66 M74 N281 N202 CABLES Beam None WIREROPE Typical 67 M75 N202 N203 CABLES Beam None WIREROPE Typical 68 M76 N203 N204 CABLES Beam None WIREROPE Typical 69 M77 N204 N205 CABLES Beam None WIREROPE Typical 70 M78 N205 N206 CABLES Beam None WIREROPE T ical 71 M79 N206 N207 CABLES Beam None WIREROPE Tvpical 72 M80 N207 N208 CABLES Beam None WIREROPE Typical 73 M81 N208 N209 CABLES Beam None WIREROPE Typical 74 M82 N209 N210 CABLES Beam None WIREROPE Typical 75 M83 N210 N211 CABLES Beam None WIREROPE Typical 76 M84 N211 N212 CABLES Beam None WIREROPE Typical RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 10 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 77 M85 N212 N213 CABLES Beam None WIREROPE Typical 78 M86 N213 N214 CABLES Beam None WIREROPE Typical 79 M87 N214 N215 CABLES Beam None WIREROPE Typical 80 M88 N215 N217 CABLES Beam None WIREROPE Typical 81 M89 N217 N216 CABLES Beam None WIREROPE Typical 82 M90 N274 N179 CABLES Beam None WIREROPE Typical 83 M91 N179 N180 CABLES Beam None WIREROPE Typical 84 M92 N180 N181 CABLES Beam None WIREROPE T ical 85 M93 N181 N182 CABLES Beam None WIREROPE Typical 86 M94 N182 N183 CABLES Beam None WIREROPE Typical 87 M95 N183 N184 CABLES Beam None WIREROPE Typical 88 M96 N184 N185 CABLES Beam None WIREROPE Typical 89 M97 N185 N186 CABLES Beam None WIREROPE Typical 90 M98 N186 N187 CABLES Beam None WIREROPE Typical 91 M99 N187 N188 CABLES Beam None WIREROPE Typical 92 M100 N188 N189 CABLES Beam None WIREROPE Typical 93 M101 N189 N190 CABLES Beam None WIREROPE Typical 94 M102 N190 N191 CABLES Beam None WIREROPE Typical 95 M103 N191 N192 CABLES Beam None WIREROPE Typical 96 M104 N192 N193 CABLES Beam None WIREROPE Typical 97 M105 N193 N194 CABLES Beam None WIREROPE Typical 98 M106 N194 N195 CABLES Beam None WIREROPE Typical 99 M107 N195 N196 CABLES Beam None WIREROPE Typical 100 M108 N196 N197 CABLES Beam None WIREROPE Typical 101 M109 N197 N198 CABLES Beam None WIREROPE Typical 102 M110 N198 N199 CABLES Beam None WIREROPE Typical 103 M111 N199 N200 CABLES Beam None WIREROPE Typical 104 M112 N200 N201 CABLES Beam None WIREROPE Typical 105 M113 N201 N216 CABLES Beam None WIREROPE Typical 106 M114 N37 N194 RIGID None None LINK TRUSS-R... 107 M115 N3 N37 RAFTERS Column Pie 45KSI Typical 108 M116 N4 N38 RAFTERS Column Pie 45KSI Typical 109 M117 N1 N35 RAFTERS Column Pie 45KSI Typical 110 M118 N2 N36 RAFTERS Column Pie 45KSI Typical Hot Rolled Steel Section Sets Label Shape Type Design... Material Design...A i... IyV[in4l Izz rin4l J in4 1 COLUMNS HSS10X10X4 Column Tube 50KSI Typical 8.96 141 141 220 2 EXTENSION/RIDGE 2.5 GA 11 RD. TUBING Beam Pie 45KSI Typical .897 .637 .637 1.274 3 CABLES 1/4 5 Beam None WIREROPE Typical .049 5 5 5 4 RAFTERS 2.5 GA 11 RD. TUBING Column Pie 45KSI Typical .897 .637 .637 1.274 5 PLATES 1.0x7.0 HRA Beam None 50KSI Typical 7 28.583 .583 2.123 6 BEAMS HSS8X6X4 Beam Tube 50KSI Typical 6.17 36.4 56.6 70.3 General Section Sets Label Shape Type Material A[in2l Iyy[in4l Izz in4 J in4 1 RIGID ARB RIGID 11 None I LINK 1 1 1 e+6 I 1 e+6 1 e+6 2 C-ONLY RB_C-ONLY None C-ONLY .1 1 .1 RISA-3D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 11 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 W 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Boundary Conditions Joint Label X /in Y[k/in] Z Win X Rot. k-ft/rad Y Rot. k-ft/ra Z Rot. k-fUrad 1 N8 Reaction Reaction Reaction Reaction Reaction Reaction 2 N12 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Cateqory X Gravity Y Gravity Z Gravity Joint Point Distributed Area Me... Surface P... 1 DL DL -1 48 2 ILL 272 3 WIND XA WL 2 128 4 WIND ZA WL 2 144 5 WIND XB WL 2 128 6 WIND ZB WL 2 144 7 UPLIFT WL 272 Load Combinations Description S...P...S...B...Fa...BLC Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 DL + LL Yes C 1 1 2 1 2 0.6DL + 0.6WL XA C 1 .6 3 .6 3 0.6DL + 0.6WL (ZA) Yes C 1 .6 4 .6 4 0.6DL + 0.6WL XB C 1 .6 5 .6 5 0.6DL + 0.6WL ZBYes 1 .6 6 .6 6 0.6 DL+ WL UPLIFTYes C 1 .6 7 1 7 DL +0.75 [ILL+0.6 WL(XA) ]Yes C 1 1 2 .75 3 .45 8 DL +0.75 [ILL+0.6WL(ZA) ] esC 1 1 2 .75 4 .45 9 DL +0.75 [ILL+0.6 WL(XB) ]Yes C 1 1 2 .75 5 .45 10 DL +0.75 [ILL+0.6 WL(ZB) ]Yes C 1 1 2 .75 6 .45 Envelope Joint Reactions Joint X LC Y LC Z k LC MX k-ft LC MY[k-ftj LC MZ[k-ftj LC 1 N8 max .197 1 4 1.85 7 .178 7 1.655 7 .408 3 11.699 7 2 min -.25 2 -.809 6 -.185 6 -1.85 6 -.306 5 -8.295 6 3 N 12 max .194 4 1.869 7 .185 6 1.725 6 .415 3 11.977 7 4 min -.248 2 -.82 6 -.197 8 -1.698 8 -.256 5 -8.468 6 5 Totals: max .391 4 3.72 7 .253 5 6 min -.498 2 -1.629 6 -.298 3 Hot Rolled Steel Design Parameters Label Shape Length... Lb ft Lbzz ft Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 1 M1 BEAMS 15 Lbyy Lateral 2 M2 COLUMNS 12.648 Lbyy Lateral 3 M3 BEAMS 15 Lbyy Lateral 4 M4 COLUMNS 12.648 Lbyy Lateral 5 M17 PLATES .162 Lbyy Lateral 6 M18 PLATES .162 Lbyy Lateral 7 M19 PLATES .151 Lb Lateral 8 M20 PLATES .151 Lbyy Lateral RISA-3D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 12 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 W 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lb ft Lbzz[ftl Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 9 M21 EXTENSION/RIDGE 8.361 Lbyy Lateral 10 M22 EXTENSION/RIDGE 8.361 Lbyy Lateral 11 M23 EXTENSION/RIDGE 8.361 Lbyy Lateral 12 M24 EXTENSION/RIDGE 8.361 Lbyy Lateral 13 M25 EXTENSION/RIDGE 12.11 Lbyy Lateral 14 M31 CABLES 2.422 Lbyy Lateral 15 M32 CABLES 2.422 Lbyy Lateral 16 M33 CABLES 2.524 Lbyy Lateral 17 M34 CABLES 2.421 Lbyy Lateral 18 M35 CABLES 2.421 Lbyy Lateral 19 M36 CABLES 2.462 Lbyy Lateral 20 M37 CABLES 2.402 Lbyy Lateral 21 M38 CABLES 2.403 Lbyy Lateral 22 M74 CABLES .918 Lbyy Lateral 23 M75 CABLES .917 Lbyy Lateral 24 M76 CABLES .916 Lbyy Lateral 25 M77 CABLES .913 Lbvy Lateral 26 M78 CABLES .914 Lbyy Lateral 27 M79 CABLES .913 Lbyy Lateral 28 M80 CABLES .911 Lbyy Lateral 29 M81 CABLES .912 Lbyy Lateral 30 M82 CABLES .912 Lbyy Lateral 31 M83 CABLES .911 Lbyy Lateral 32 M84 CABLES .913 Lbyy Lateral 33 M85 CABLES .912 Lbyy Lateral 34 M86 CABLES .915 Lbyy Lateral 35 M87 CABLES .916 Lbyy Lateral 36 M88 CABLES .916 Lbyy Lateral 37 M89 CABLES .919 Lbyy Lateral 38 M90 CABLES .918 Lbyy Lateral 39 M91 CABLES .917 Lbyy Lateral 40 M92 CABLES .916 Lbyy Lateral 41 M93 CABLES .913 Lbyy Lateral 42 M94 CABLES .914 Lbyy Lateral 43 M95 CABLES .913 Lbyy Lateral 44 M96 CABLES .911 Lbyy Lateral 45 M97 CABLES .912 Lbyy Lateral 46 M98 CABLES .912 Lbyy Lateral 47 M99 CABLES .911 Lbyy Lateral 48 M100 CABLES .913 Lbyy Lateral 49 M101 CABLES .912 Lbyy Lateral 50 M102 CABLES .915 Lbyy Lateral 51 M103 CABLES .916 Lbyy Lateral 52 M104 CABLES .916 Lbyy Lateral 53 M105 CABLES .919 Lbvv Lateral 54 M106 CABLES 2.422 Lbyy Lateral 55 M107 CABLES 2.422 Lbyy Lateral 56 M108 CABLES 2.523 Lbyy Lateral 57 M109 CABLES 2.421 Lbyy Lateral 58 M110 CABLES 2.421 Lbyy Lateral 59 M111 CABLES 2.462 Lbyy Lateral 60 M112 CABLES 2.402 Lbyy Lateral RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 13 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 W 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lb ft Lbzz[ftl Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 61 1 M113 CABLES 2.403 Lbyy Lateral 62 M115 RAFTERS .666 Lbyy Lateral 63 M116 RAFTERS .666 Lbyy Lateral 64 M117 RAFTERS .666 Lbyy Lateral 65 M118 RAFTERS .666 Lbyy Lateral Envelope RISC 15th(360-16):ASD Steel Code Checks Member Shape Code...Lo c[ftj LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 1 M1 HSS8X6X4 .231 0 7 .040 0 7 123.636184.731 31.838 42.166 1.782 H1-1b 2 M2 HSS10X10X4 .207 12.6... 7 .008 12.6... Z 3 224.277268.263 65.881 65.881 1.084 H1-1b 3 M3 HSS8X6X4 .238 0 7 .046 0 7 123.636 184.731 31.838 42.166 1.823 H1-1 b 4 M4 HSS10X10X4 .208 12.6... 7 .008 12.6... Z 3 224.277268.263 65.881 65.881 1.081 H1-1b 5 M17 1.0x7.0 HRA .064 0 7 .173 .162 6 208.887209.581 30.564 4.366 2.153 H1-1b 6 M 18 1.0x7.0 HRA .065 0 7 .152 .1 62 6 208.887 209.581 30.564 4.366 1.188 H 1-1 b 7 M19 1.0x7.0 HRA .062 0 7 .147 .151 6 208.978209.581 30.564 4.366 1.275 HI-lb 8 M20 1.0x7.0 HRA .022 0 6 .202 .151 6 208.978 209.581 30.564 4.366 1.387 H 1-1 b 9 M21 2.5 GA 11 RD. TUBING .429 0 7 .051 0 7 9.51 24.177 1.528 1.528 2.977 H1-1b 10 M22 2.5 GA 11 RD. TUBING .129 8.361 6 .042 8.361 7 9.51 24.177 1.528 1.528 2.375 H1-1 b 11 M23 2.5 GA 11 RD. TUBING .427 0 7 .051 0 7 9.51 24.177 1.528 1.528 2.937 H1-1b 12 M24 2.5 GA 11 RD. TUBING .269 0 7 .038 0 7 9.51 24.177 1.528 1.528 2.916 H1-1 b 13 M25 2.5 GA 11 RD. TUBING .147 10.7... 7 .015 12.11 8 4.533 24.177 1.528 1.528 1.409 H1-1V 14 M31 1/4 5 .102 0 7 9.999 0 6 2.517 2.523 .013 .013 1.667 H1-1 b* 15 M32 1/4 5 .104 0 7 9.999 0 6 2.517 2.523 .013 .013 1.082 H1-1 b* 16 M33 1/4 5 .105 0 7 9.999 0 6 2.516 2.523 .013 .013 1.035 H1-1 b* 17 M34 1/4 5 .109 0 7 1.372 0 8 2.517 2.523 .013 .013 1.013 H1-1b* 18 M35 1/4 5 .109 0 7 9.999 0 6 2.517 2.523 .013 .013 1.014 H1-1 b* 19 M36 1/4 5 .108 0 7 9.999 0 6 2.517 2.523 .013 .013 1.034 H1-1b* 20 M37 1/4 5 .112 0 7 9.999 0 6 2.517 2.523 .013 .013 1.076 H1-1b* 21 M38 1/4 5 .106 0 7 9.999 0 6 2.517 2.523 .013 .013 1.667 H1-1b* 22 M74 1/4 5 .111 0 8 9.999 0 2 2.522 2.523 .013 .013 1.667 H1-1b* 23 M75 1/4 5 .149 0 8 9.999 0 2 2.522 2.523 .013 .013 1.06 H1-1 b* 24 M76 1/4 5 .125 0 8 9.999 0 2 2.522 2.523 .013 .013 1.026 H1-1V 25 M77 1/4 5 .123 0 1 9.999 0 2 2.522 2.523 .013 .013 1.089 H1-1 b* 26 M78 1/4 5 .115 0 1 9.999 0 2 2.522 2.523 .013 .013 1.053 H1-1 b* 27 M79 1/4 5 .108 0 7 9.999 0 2 2.522 2.523 .013 .013 2.177 H1-1 b* 28 M80 1/4 5 .103 0 7 9.999 0 2 2.522 2.523 .013 .013 1.063 H1-1b* 29 M81 1/4 5 .102 0 7 9.999 0 2 2.522 2.523 .013 .013 1.22 H1-1 b* 30 M82 1/4 5 .103 0 7 9.999 0 2 2.522 2.523 .013 .013 1.04 H1-1 b* 31 M83 1/4 5 .109 0 7 9.999 0 2 2.522 2.523 .013 .013 1.085 H1-1b* 32 M84 1/4 5 .117 0 7 9.999 0 2 2.522 2.523 .013 .013 1.19 H1-1 b* 33 M85 1/4 5 .126 0 7 9.999 0 2 2.522 2.523 .013 .013 1.097 H1-1b* 34 M86 1/4 5 .138 0 7 9.999 0 2 2.522 2.523 .013 .013 2.169 H1-1b* 35 M87 1/4 5 .121 0 7 9.999 0 2 2.522 2.523 .013 .013 1.174 H1-1 b* 36 M88 1/4 5 .210 0 7 9.999 0 2 2.522 2.523 .013 .013 1.237 H1-1a* 37 M89 1/4 5 .166 0 7 9.999 0 2 2.522 2.523 .013 .013 1.667 H1-1 b* 38 M90 1/4 5 .109 0 1 9.999 0 2 2.522 2.523 .013 .013 1.667 H1-1b* 39 M91 1/4 5 .131 0 1 9.999 0 2 2.522 2.523 .013 .013 1.11 H1-1 b* 40 M92 1/4 5 .105 0 1 9.999 0 2 2.522 2.523 .013 .013 1.037 H1-1 b* 41 M93 1/4 5 .109 0 1 9.999 0 2 2.522 2.523 .013 .013 1.135 H1-1b* 42 M94 1/4 5 .107 0 1 9.999 0 2 2.522 2.523 .013 .013 1.002 H1-1b* RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 14 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 W 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Envelope AISC 15th(360-16):ASD Steel Code Checks (Continued) Member Shape Code...Loc ft LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 43 M95 1/45 .101 0 1 9.999 0 2 2.522 2.523 .013 .013 1.082 H1-1 b* 44 M96 1/45 .097 0 7 9.999 0 2 2.522 2.523 .013 .013 1.02 H1-1 b* 45 M97 1/4 5 .100 0 7 9.999 0 2 2.522 2.523 .013 .013 1.09 H1-1b* 46 M98 1/45 .099 0 7 9.999 0 2 2.522 2.523 .013 .013 1.082 H1-1 b* 47 M99 1/45 .110 0 7 9.999 0 2 2.522 2.523 .013 .013 1.144 H1-1 b* 48 M 100 1/45 .116 0 7 9.999 0 2 2.522 2.523 .013 .013 2.239 H1-1 b* 49 M 101 1/45 .127 0 7 9.999 0 2 2.522 2.523 .013 .013 1.322 H1-1 b* 50 M 102 1/45 .141 0 7 9.999 0 2 2.522 2.523 .013 .013 1.239 H1-1 b* 51 M 103 1/45 .132 0 7 9.999 0 2 2.522 2.523 .013 .013 1.145 HI-1 b* 52 M104 1/4 5 .219 0 7 9.999 0 2 2.522 2.523 .013 .013 1.113 H1-1a* 53 M105 1/4 5 .172 0 7 9.999 0 2 2.522 2.523 .013 .013 1.667 H1-1b* 54 M106 1/4 5 .115 0 7 9.999 0 2 2.517 2.523 .013 .013 1.667 H1-1b* 55 M107 1/4 5 .107 0 7 9.999 0 2 2.517 2.523 .013 .013 1.177 H1-1b* 56 M108 1/4 5 .103 0 7 9.999 0 2 2.516 2.523 .013 .013 1.053 H1-1b* 57 M109 1/4 5 .106 0 7 9.999 0 2 2.517 2.523 .013 .013 1.025 H1-1b* 58 M110 1/4 5 .100 0 7 3.260 0 2 2.517 2.523 .013 .013 1.025 H1-1b* 59 M111 1/4 5 .108 0 7 9.999 0 2 2.517 2.523 .013 .013 1.051 H1-1b* 60 M112 1/4 5 .104 0 7 9.999 0 2 2.517 2.523 .013 .013 1.162 H1-1b* 61 M113 1/4 5 .114 0 7 9.999 0 2 2.517 2.523 .013 .013 1.667 H1-1b* 62 M115 2.5 GA 11 RD. TUBING .408 .666 7 .260 0 6 24.034 24.177 1.528 1.528 1.398 H1-1 b 63 M116 2.5 GA 11 RD. TUBING .365 0 6 .227 0 6 24.034 24.177 1.528 1.528 1.866 H1-1b 64 M117 2.5 GA 11 RD. TUBING .417 0 6 .274 0 6 24.034 24.177 1.528 1.528 1.667 H1-1 b 65 M118 2.5 GA 11 RD. TUBING .409 .666 7 .214 0 6 24.034 24.177 1.528 1.528 1.427 H1-1 b Material Takeoff Material Size Pieces Len th ft Weigh Weighf K 1 General 2 LINK ARB RIGID 1 8 1.1 0 3 C-ONLY ARB C-ONLY 1 37 4.6 0 4 Total General 45 5.7 0 5 6 Hot Rolled Steel 7 45KSI 2.5 GA 11 RD. TUBING 9 48.2 .1 8 50KSI 1.0x7.0 HRA 4 .6 0 9 50KSI HSS10X10X4 2 25.3 .8 10 50KSI H SS8X6X4 2 30 .6 11 WIREROPE 1/4 5 48 68.2 0 12 Total HR Steel 65 172.3 1.6 13 14 Plate Elements Thickness in Volume dsA3 15 FABRIC .2 272 .2 0 16 Total Plates 272 .2 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 15 CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB Code Check ( ) DATE.02t 1 8f2Q21 12.05.19 PM No Calc SSS >1.0 .90-1.0 z x APPROVED .50-:75 0-50 1 ?7 72 � 74 72 �1 77 70 7 �� 70 77 . 72 11 72 73 10 '7S •7 1`L 1N 7 7 70 N ^� Member Code Checks Displayed(Enveloped) Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC T BE GENERAL NOTES STRUCTURES WITHOUT TTHEIHALL WRIT REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DESIGN LOADS BUILDING CODE CBC 2019(BASED ON IBC 2018) LIVE LOADS 5 PSF 7,8,9,10 SNOW LOAD 5 PSF /J WIND LOADS 115 MPH] /�! USASHADE 3-Sec.Gust,RISK CATEGORY II& / I EXPOSURE C 2A /� &Febrlc Structures 1:115 MPH ACCORDING THE ULTIMATE WIND SPEED MAPS OF ASCE 7-16 IS EQUIVALENT TO THE NOMINAL WIND SPEED OF 90 MPH ACCORDING ASCE 7-05 AND IBC 2018 EQ 16-33. STRUCTURAL STEEL //� i / T\ CORPORATE HEADQUARTERS i \ 2580 ESTERS BLVD.,SUITE 100 1:ALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C, i 1A \ \ DFW AIRPORT,TX 75261 UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS i \ 800-966-5005 PRODUCTS: SQUARE AND RECTANGULAR 50,000 PSI YIELD /62,000 PSI TENSILE \ \ CERTIFICATIONS: ROUND PIPE 46,000 PSI YIELD/ 62,000 PSI TENSILE \JJJ\ IAS CERTIFICATION No:FA-428 2:ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM A500, l\VIJ \ CLARK COUNTY MANUFACTURER , , , , CERTIFICATION NUMBER(NEADA):355 TYPICAL MECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS: \ ROUND TUBE 45,000 PSI YIELD/48,000 PSI TENSILE 6 \\ CUSTOMER: 3:ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50. \\\ CITY OF LAKE ELSINORE 4:ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING \ THE IN-LINE ELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLY \ 5 PROJECT NAME: COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS TUSCANY HILLS MANUFACTURED BY ALLIED TUBE&CONDUIT. - 16_ PARK 5: STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN — LOCATION: ACCORDANCE WITH A.I.S.C.SPECIFICATIONS. 19 17 LAKE ELSINORE 6:ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST CA EDITION OF THE AMERICAN WELDING SOCIETY(AWS)D1.1 SPECIFICATIONS.ALL I I PROJECT NUMBER. WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS.ALL WELDS SHALL DEVELOP THE I 4 76366 FULL STRENGTH OF THE WEAKER MEMBER.ALL WELDS SHALL BE MADE USING I E70XX.045 WIRE. YYY STRUCTURE TYPE: 7: SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD I ' SINGLE FULL CANTILEVER CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED).ALL 1B PRODUCT#202-CUST FILLET WELDS SHALL BE A MINIMUM OF 3/16"UNLESS OTHERWISE NOTED.FIELD SIZE: WELDS SHALL NOT BE ALLOWED. I II 15'x18'x12'e 8:ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A325 TYPE 1 OR A490 TYPE 1.ALL NUTS SHALL COMPLY WITH ASTM A563DH,AND WASHERS SHALL 2B SCALE: AS NOTED COMPLY WITH ASTM F436. ISOMETRIC VIEW DRAWING SIZE: 20 B 9:ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. 3 Q O w 10:ALL STAINLESS STEEL BOLTS/STUDS SHALL COMPLY WITH ASTM F-593,ALLOY Y GROUP 1 OR 2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2. ¢ _ U 11:ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT(2.5 TO 3.5 MILS THICK MIN).THIS COAT IS A WEATHER RESISTANT POWDER COATING BASED ❑ ON POLYESTER TGIC(MANUFACTURED BY SHERWIN WILLIAMS OR TIGER DRYLAC). N W TO ACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPER c ¢ TREATMENT AND DRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER r ❑ (TGIC)SPECIFICATIONS SHALL BE AS FOLLOWS: LIST OF MATERIALS PENCIL HARDNESS(ASTM D-3363) -HUMIDITY(ASTM D-2247) ITEM QTY. DESCRIPTION MATERIAL/DWG SMI PART NO. SOLVENT RESISTANCE(PCI METHOD)-50 DBL RUBS SL.SOFTNES STEEL AND BOLTS FABRIC SPECIFICATION 1A 1 COLUMN HSS 10.000 X 10.000 X 0.250 DCANT-PIH-101004-199 1B 1 COLUMN HSS 10.000 X 10.000 X 0.250 DCANT-PIH-101004-199 z 1: FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET 2A 1 BEAM(LEFT) HSS 8.000 X 6.000 X 0.250 FB806004-170-219SNL- 0 ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE 2B 1 BEAM(RIGHT) HSS 8.000 X 6.000 X 0.250 FB806004-170-219SNR- 00 a MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. 3 4 RAFTER 2.5 GA 11 RD TUBING 250RAF-F5 CODE ANALYSIS N 2:FABRIC SPECIFICATIONS: SOLID COLORS STRIPE COLORS 4 4 EXTENSION 2.5 GA 11 RD TUBING EXT-250-100 CONSTRUCTION AREA OCCUPANT LUBUILDING OCCUPANCY -TEAR STRENGTH WARP 220.4622 LB WARP 182.9836LB 5 2 CROSSPIECE 2.5 GA 11 RD TUBING 250CP-F5 TYPE (SQF) LOAD ❑ WEFT 462.9707 LB WEFT 401.2413LB 6 1 RIDGE 2.5 GA 11 RD TUBING RID-250-66 SHADE STRUCTURE -BURST STRENGTH 37.7098 PSIA 33.0686 PSIA U V-B 270 N/A FADING MINIMUM FADING AFTER 5 YEARS 7 12 03/4"-10NC x 13"HEX HEAD BOLT ASTM A325 GALVANIZED 307984 15'x 18' LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUS 8 12 03/4"-10NC HEX NUT ASTM A563 GALVANIZED 307687 EXPOSURE TO THE SUN 9 24 03/4"FLAT WASHER ASTM F436 GALVANIZED 307624 3:FIRE TEST ON FABRIC:NFPA 701 TEST 2 AND ASTM E 84 10 12 03/4"SPLIT LOCK WASHER ASTM F436 GALVANIZED 307832 NOTICE U > z w 4:THREAD-PTFE(TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH 11 4 03/8"-16NC x 3 1/2"HEX BOLT 18-8 SS 308085 FABRIC TOP NEEDS TO X STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION 12 4 03/8"-16NC HEX NUT 18-8 SS 307688 BE REMOVED IF SNOW EXCEEDING Eng.By: AL 02/02/21 RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH - 1200 DENIER. 13 8 03/8"FLAT WASHER 18-8 SS 307646 5 PSF IS ANTICIPATED Design By: MMB 02/02/21 CHAINSTITCH THREAD-2400 DENIER. 14 8 03/8"FLAT WASHER DELRIN(ACETAL) 308077 FABRIC TOP NEEDS TO Approved By: AL 02/02/21 15 4 03/8"SPLIT LOCK WASHER 18-8 SS 117012 BE REMOVED IF WINDS EXCEEDING AIRCRAFT CABLE 16 2 WASHER PLATE 4 BOLTS ASTM A572 GR 50 PLT-251 115 MPH ARE ANTICIPATED, DRAWING DESCRIPTION: 1: WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE 17 1 2 WASHER PLATE 2 BOLTS ASTM A572 GR 50 PLT-252 SEE NOTE 1 OF DESIGN LOADS NOTES/LOM WITH A BREAKING STRENGTH VALUE OF 7,000 LBS(1/4"DIAMETER). FABRIC AND HARDWARE 2: CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE 18 1 1 1 FABRIC CANT 16'-11"x 14'-2" HDPE MESH AREA:240 SQF,WEIGHT:10.3 LBS DWG. 76366-1.0 PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS 19 1 80 FT OF 01/4"CABLE GALVANIZED 307604 (DESIGNED PURPOSELY UNDERSIZED)REACH A TAUNT APPEARANCE.ANY LONG PAGE 20 4 01/4"CABLE CLAMP GALVANIZED 307633 TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE 1000 RE-TIGHTENING VISITS AS REQUIRED. REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE PLAN NORTH PROPERTY OF USA SHADE AND FABRIC (L) X STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN (A) (NP) PERMISSION. PJ1/2"EYE NUT 1A 1B _ (j) 1 FABRIC FOR TRUE NORTH �+ ZIG STITCH FABRIC SEE SITE PLLAN CUSTOMER'S USASFiADE CABLE BEAM &Fabric Structures FABRIC POCKET \\ // SECTION A-A DETAIL 5 CORPORATE HEADQUARTERS 2580 ESTERS BLVD.,SUITE 100 3 DFW AIRPORT,TX 75261 — - - -- - - - - - - - - -- - - 800-966-5005 �� 9 CERTIFICATIONS: MACHINE SWAGED RAFTER TO PLATE 6" V IAS CERTIFICATION No:FA-428 FIT SNUGLY INSIDE EXTENSION 1/2"THK CLARK COUNTY MANUFACTURER (±1/16"TOLERANCE) CERTIFICATION NUMBER(NEVADA):355 CUSTOMER: g,. FABRIC ° CITY OF LAKE ELSINORE 3/8"GUSSET N PROJECT NAME: / PLATE BEAM 9 TUSCANY HILLS A I � PARK 2 TOP VIEW ITEM 3/16 11,12,13,14'15 CUP CONNECTOR LOCATION: 2.197 GA 12 RD.TUBING LAKE ELSINORE 3/16 SUPPORT PLATE 3/16 PJP CA (WELDED TO BEAM) PROJECT NUMBER. 3/16 TABLE OF DIMENSIONS COLUMN ITEM76366 , , , (L) (W) (W1 ) (A) (H) (C) (R) (HT) 789Sio VIEW B-B SECTION C-C STRUCTURE TYPE: 18'-0" 15'-0" 7'-11" 5'-10" 12'-0" 13'-6" 3'-9" 15'-9" SINGLE FULL CANTILEVER PRODUCT#202-CUST (W) SIZE: 15'x18'x12'e SCALE: AS NOTED / \ DRAWING SIZE: B / \ PLATE 6" iv 3/8"THK 4 w �- I J Y co 5 - U a 3 (� N LU O Q O ❑ FOR FOOTING AND PLATE 3/8"THK MOUNTING DETAILS REFER TO PAGE 3000 FINISHED FINISHED ITEM 16 SURFACE SURFACE � � � 1A 1B 1B Z COLUMN p FRONT ELEVATION SIDE ELEVATION ITEM 17 0 VIEW D-D U 0 U O LU U D ITEMS Af 7,8,9,10 ___- MACHINE SWAGED EXTENSION TO RAFTER B COLUMN > FIT SNUGLY INSIDE CROSSPIECEk z(±1/16"TOLERANCE, ION FABRICEng.By: AL 02/02/21 RIDGE 6' STEELCABLE RAFTER Design By: MMB 02/02/21 CABLEMACHINE SWAGED TERMINATION N 3/16 DRAWINGApproved BDESCR DESCRIPTION: 02/02/21 CROSSPIECE TO END"B" _ MACHINE SWAGED FIT SNUGLY INSIDE RIDGERAFTER TO FIT SNUGLY ITEM 16 (±1/16"TOLERANCE) 1/8 INSIDE EXTENSION PLATE VIEWS AND DETAILS CLAMPS BEAM FABRIC PIN (2 EACH SIDE) (±1/16"TOLERANCE 2 PL.) BEAM 1"THK —_ _ CROSSPIECE DWG. CABLE TERMINATION 76366-1.0 END"A" ` COLUMN ITEM 17 PAGE 31/2" 2000 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE OPERTY OF USA SHADE AND REINFORCED CONCRETE NOTES PLAN NORTH PRSTRUCTURES AND SHALL NOT BE FABRIC REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301 AND BUILDING CODE ACI 318. CONCRETE SPECIFICATIONS,SHALL BE AS FOLLOWS: -28 DAY STRENGTH:2500 PSI FOR TRUE NORTH -SLUMP: 3-5 SEE CUSTOMER'S -PORTLAND CEMENT SHALL CONFORM TO C-150 AGGREGATE SHALL CONFORM TO ASTM C-33 SITE PLAN USAS HAD E &Fabric Structures 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60;AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301,ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE. 3:ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE)SHALL COMPLY X CORPORATE HEADQUARTERS WITH ASTM F-1554 GRADE 55(GALVANIZED). (TYP) 2580 ESTERS BLVD.,SUITE 100 4: DFW AIRPORT,TX 75261 ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH / 800-ORT, 05 OF 5000 PSI,AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109,ASTM C939,ASTM '� � C1090,ASTM C1107,WHEN APPLICABLE. // \\ VERTICAL CERTIFICATIONS: 5:SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2,CLASS:5 Ili REBAR 9#8 IAS CERTIFICATION No:FA-428 CLARK COUNTY MANUFACTURER II CERTIFICATION NUMBER(NEVADA):355 CUSTOMER: \� • #4 CITY OF LAKE SPIRAL ELSINORE PROJECT NAME: TUSCANY HILLS TOP VIEW PARK LOCATION: LAKE ELSINORE CA COLUMN PROJECT NUMBER. 76366 STRUCTURE TYPE: SINGLE FULL CANTILEVER PRODUCT#202-CUST SIZE: X 15'x18'x12'e 18'-0" (T.P) SCALE: AS NOTED DRAWING SIZE: FINISHED TOC PROVIDE TAPER SURFACE STD SLOPE(1:12) J 0 TOC- 0.000 TOCTOC- 0.0000.000 a w 1A J = 1-1/2 EXTRA TURNS TOP&BOTTOM LU z 19, W OF SPIRAL io ';' o Q og � Co Z o I ❑ O 0. r o I _ ' ' o 0 U W u> F- U to W CANTILEVER PROJECTION 1-1/2 EXTRA TURNS TOP&BOTTOM OF SPIRAL z w w 3"(MIN, Eng.By: AL 02/02/21 TYP,UN) Design By: MMB 02/02/21 2,-6" Approved By: AL 02/02/21 DRAWING DESCRIPTION: FOUNDATION LOCATION LAYOUT FOOTING TYPE 02'-6"X 8'-0" SD FOOTING DETAILS (ELEVATIONS ARE IN FEET) (PIH-EMBEDDED) (FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS) USE FOR NON-CONSTRAINED CASES DWG. 76366-1.0 PAGE 3000 REV. N C CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS E APPROVED 0 V USASHADE Ln & Fabric Structures :3 4 Ln 0 0 rn 0 0 00 STRUCTURAL CALCULATIONS N PROJECT: TUSCANY HILLS PARK x LOCATION: LAKE ELSINORE, CA L 0 Q L_ Q STRUCTURE: 15 ft X 30 ft X lU ft SINGLE FULL CANTILEVER HIP UNIT (APPLIES FOR 14 ft x 30 ft x 10 ft SINGLE FULL CANTILEVER HIP UNIT) 0 0 v L vi UJ 0 00 LIl N V 1 7 l/1 V �ll •L f6 Li W Uj r) Q v) Q February 4, 2021 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB INDEX DATE. SSS APPROVED GENERAL INFORMATION ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-31)ANALYSIS GRAPHIC INPUT: Isometric/ Projected views Member and Node Numbers Basic Load Conditions (selected) TEXT REPORT: Global Information Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases (BLC) Summary Load Combination (LC) Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB GENERAL INFORMATION DATE. 555 APPROVED USA Shade Units are constructed from shop-welded Structural Hollow Steel Shapes Sections and Plate Materials. Primary pieces such as Columns, Rafters or Ridges are field bolt connected unless noted otherwise. Once the steel frame is properly erected one or more pieces of HDPE fabric are stretched using sleeve-embedded wirerope cables until the fabric reach a rigid appearance and is securely anchored to the corners and/or edges of the steel frame. The structural analysis of this type of frame supported membrane requires acknowledge that loads applied to the fabric may induce a combination of non- uniform pressure against the HSS members and tension on the cables.This is especially critical when loads such as wind uplift act upon the fabric surface when the attachment is at the steel frame corners (see graphic below). Our Structural analysis approach is to create a web of compression-only members (low or no resistance to tension) linking fabric plate elements to the steel frame at various points through the model. This will provide a more realistic loading mechanism with forces acting on different directions on the steel frame. Figure la. Figure 1b. Corner details show an example of a typical case when the fabric deflects under live load (pressing downward on the rafters on Figure 1a)or uplift wind(Figure 1b). Uplift forces are carried to the frame corner as tension on the cables rather than an otherwise assumed upward uniform load applied to the rafters. CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB PARAMETERS AND ASSUMPTIONS: DATE. 1) CODE COMPLIANCE: CBC 2019 ( based on IBC 55 &AISC 36o-16 ASD 15TH Edition. OVED z) DESIGN SOFTWARE: Risa3D 17.0 3) BASIC LOAD CONDITIONS: A) Dead Load (DL): Selfweight is calculated by the program. B) Roof Live Load (RLL): 5 psf applied to the fabric. C) Snow Load: 5 psf applied to the fabric. D) Wind Load: Basic wind speed (V): 115 MPH based on the ASCE 7-16 basic wind speed map 26.5-1B for 3 sec gust, Risk Category I I & Exposure C. Refer to next page for detailed Wind Forces calculation. E) Seismic Load: Seismic Design Category: D Building Risk Category : Type II Site Class: D Seismic Risk Category: II Spectral response coefficients: SDS = 1.33 &SD1 = 1 (based on worst case conditions of z.og and 1.og for Ss and S1 respectively) Response Modification Coeff: (Cantilevered Column special frame) (Ra=z 1/2) Seismic Response coefficient(CS): 0.53 Structure DL(see take-off report): i,800 Ibs Design Base Shear: V= Cs (W) = 954 Ibs Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. 4) LOAD COMBINATIONS: DL+ LL o.6 DL+WL(UPLIFT) o.6 DL+o.6 WL(XA) DL+0.75[ ILL+o.6 WL(XA) ] o.6 DL+o.6 WL(ZA) DL+0.75[ ILL+o.6 WL(ZA) ] o.6 DL+o.6 WL(XB) DL+0.75[ ILL+o.6 WL(XB) ] o.6 DL+o.6 WL(ZB) DL+0.75[ ILL+0.6 WL(ZB) ] 5) SOILS PARAMETERS: Per section 18o6 and assuming Material Classification Number 5: a)Vertical Foundation Pressure: 1,500 psf b) Lateral Bearing Pressure: 100 psf(zx Allowed by 18o6.3.4) c)A skin friction of 250 PSF is assumed based on section 1810.3.3.1.4 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB WIND FORCE CALCULATION: DATE. 555 Per I BC 2018 section 16o9.1.1 , Wind loads on every building or strLAgPa lLtD determined in accordance with Chapter 26 through 30 of ASCE 7-16. Per ASCE 7-16 Chapter 27.3.2 (Directional Procedure): p = ghXGXCN qh = 0.00256 x KZ x KZt x Kd x Ke x VZ KZ = 0.85 KZt= (1 + K, xKZxK3 )Z K, = 0.00 KZ = 1.00 K3 = 1.00 KZt= (1 + 0.00)z= 1.00 Kd = 0.85 Ke = 1.00 V fabric on= 115 MPH [FABRIC ON] Per IBC 2018 Eq 16-33,the AS Wind Load is\/o.6*V= 89 MPH qZ= 0.00256 x 0.85 x 1.00 x 1.00 x 0.85 x 115 Z = 24.46 PSF[FABRIC ON] G = 0.85 From Figure 27.3-5: Clear wind flow, Roof Angle 0=22.5°, Wind direction y=oo,18o° Load Case A CNW = 1.1 Load Case A CNL = 0.1 Load Case B CNW = -0.1 Load Case B CNL = -0.8 Load Case A p = 24.46 x 0.85 x 1.1 = 22.9 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x 0.1 = 2.08 PSF 115 MPH LEEWARD (FABRIC ON) Load Case B p = 24.46 x 0.85 x (-0.1) _ -2.1 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x(-0.8) _ -17 PSF 115 MPH LEEWARD (FABRIC ON) Worst Case F= 24.46 x o.85 x 1.1 x Af= 22.9 PSF x Tributary Vertical Projected Area Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is 954 Ibs total. CITY OF LAKE ELSINORE BUILDING DIVISION DRILLED PIER FOOTING DESIGN PERMIT#BLDG 2021-0356 BAB i.o Non-Constrained Case DATE. APPROVED Computation of Cast in Place Concrete Footing according to IBC 208 Table 18o6.2 Vertical Lateral Foundation Bearing Class of Materials Pressure(psf) Ibs/ft'Ift 1.Massive crystalline bedrock 12000 1200 z.Sedimentary and foliated rock 4000 400 3.Sandy gravel and/or gravel(GW and GP) 3000 zoo 4.Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 5.Clay,sandy clay,silty clay,and clayey silt Double this value is (CL,ML,MH,and CH) 1500 goo allowed section i8o6.3.4 Type of soil to use: 5 1500 zoo M07.3.2.i Nonconstrained Case The following formula may be used in determining the depth of embedment required to resist lateral loads where NO constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Design Reactions,Worst Case(refer to envelope joint reactions) Max Moment= i8395 lb-ft Max Shear(P)= 456 lb,applied lateral force Max Axial= 2523 lb Max Uplift= -1394 lb Then: b= 2.5 diameter of round post or footing or diagonal dimension of square post or footing,feet d= 6.8 depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure (change until it matches formula obtained value) h= 40.3 distance in ft from ground surface to point of application of"P",calculated as Max Moment/Max Shear=t8395/456 S, = 453.3 allowable lateral soil-bearing pressure as set forth in Table 18o6.2 based on a depth of one third the depth of embedment A= 0.94 and: Match at: 6.9 ft d= 8.o ft Axial Loading Check: Area of footing= 4.9 ft z Minimum Vertical Reinforcing Steel: Volume of Footing= 39.3 ft 3 As min= 7.07 in Z Weight= 5694.2 Ibs #bar= 8 Max Axial Load = 2523.0 Ibs lQty= 9 Total vertical Load= 8217.2 Ibs ASR= 250.0 psf ASR=Allowable Shaft Resistance Section 18lO.3.3•1.4(max 500 psf) Friction Resistance= 11781.o Ibs Excluding upper two feet Actual Load= -3563.9 Ibs Actual Pressure= -726.o psf =OK is less than allowable Pier Weight+Friction= 5825.05 Ibs Using a safety factor Of 3 Max Uplift= 1394.00 Ibs Actual Lift Force= -4431.05 psf =OK is less than allowable Use a footing with 2.5 ft. Diameter and a minimum of 8.0 ft. Deep CITY OF LAKE ELSINORE BUILDING DIVISION ,y PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB x DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION �Y PERMIT#BLDG 2021-0356 BAB x DATE. SSS APPROVED I I Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION ,y PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED M9 3 e �071 a8a �1� \8�M82M M3a M 8 0 0�199M98M9� M3 ASiLj94 �g`L O N12 Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED .01 k/ft -.023 - 3 � _0� f -.02 - ksfL sf -.028 - f 2 f 2 2 ksf -.023kQ� sf - 2 f _ - _ ksf + + + ++ + s 7 sf 01 k/ft 2ksf + 7 2 } } +} }+} + }+ + +{ 2ksf _ fsf - 2ksf 2ksf + + + 2ksf { Loads:BLC 3,WIND XA CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED �fsf 023ksf 3W3ksf"sf f sf f f f rsf f f Ozmf#1#sf -.023ksf .01k/ � + / 7Z- 00.00.00 + 00 00 -.ob 0 -.002. -.002 Loads:BLC 4,WIND ZA CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED 01 k/ft 2 —7'— . f f f 2k 2 2 f 2k . 2k 2k 2 (y2k 2k 2k 7 ks 2k 2k 2k k �� . 0 2k } } + + ++ Q�2ks 2k 2k .0 } } + + } \ f + ks 2k k 2k A- } + 2ks 2k + + 2ks ks } } 2ks } ks { { Loads:BLC 5,WIND XB CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED -.01 k/ft .017 -4- -.01 Q0� Q0 0 6 f .002ksf Loads:BLC 6,WIND ZB CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED .009 .0 .0g .0 .0 .00 9 .009 9 .009 9 9 9 9 9 .0 00 00 9 00 9 .00 .009 .009 00. .009 i 009 Loads:BLC 7, UPLIFT CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in A2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% 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) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Standard Skyline Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16):ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code ACI 318-14 Masonry Code None Aluminum Code None- Building Stainless Steel Code Al SC 14th(360-10):ASD Adjust Stiffness? Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment(in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR_SET_ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Pagel CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, (Global) Model Settings, Continued Seismic Code None Seismic Base Elevation (ft) Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X(sec) Not Entered T Z (sec) Not Entered R X 2.5 R Z 2.5 Footing Overturning Safety Factor 1.5 Optimize for OTM/Sliding No Check Concrete Bearing No Footing Concrete Weight (k/ftA3) .145 Footing Concrete f'c (ksi) 2.5 Footing Concrete Ec ksi 2850 Lambda 1 Footing Steel fy(ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #5 Footing Top Bar Cover (in) 3 Footing Bottom Bar #5 Footing Bottom Bar Cover(in) 3 Pedestal Bar #8 Pedestal Bar Cover (in) 3 Pedestal Ties #4 Hot Rolled Steel Properties Label E si G ksi Nu Therm \1E..Den sit k/ft... Yield ksi Ry Fu si Rt 1 50KSI 29000 11154 .3 .65 .49 50 1.1 58 1.2 2 45KSI 29000 11154 .3 .65 .49 45 1.3 58 1.1 3 W I REROPE 12000 .3 .65 0 86 1.1 58 1.2 General Material Properties Label E [ksi] G [ksil Nu Therm \1E5 F Densit k/ftA3 1 LINK 1 e+6 .3 .65 0 2 FABRIC 1500 .5 .65 0 .002 3 C-ONLY 10 .3 .65 0 4 STEEL 29000 11154 .3 .65 .49 Joint Coordinates and Temperatures Label X Ift] Y Ift] Z ft Tern P[F1 Detach From Dia .. 1 N 1 15 10 -1.066 0 2 N2 .417 10 -1.066 0 3 N3 .417 10 28.049 0 4 N4 15 10 28.049 0 5 N5 .417 10 -1.5 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 2 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern P rF1Detach From Dia .. 6 N6 15 10 -1.5 0 7 N7 0 10 -1.5 0 8 N8 0 0 -1.5 0 9 N9 .417 10 28.5 0 10 N10 15 10 28.5 0 11 N11 0 10 28.5 0 12 N 12 0 0 28.5 0 13 N 13 0 10.972 -1.5 0 14 N 14 0 10.972 28.5 0 15 N 15 0 10.347 -1.5 0 16 N16 0 10.347 28.5 0 17 N 17 1.875 10.347 -1.5 0 18 N 18 1.875 10.347 28.5 0 19 N 19 .347 10.347 -1.5 0 20 N20 .347 10.347 28.5 0 21 N21 .347 10.903 -1.5 0 22 N22 .347 10.903 28.5 0 23 N23 0 10.903 -1.5 0 24 N24 0 10.903 28.5 0 25 N25 1.875 10 -1.5 0 26 N26 1.875 10 28.5 0 27 N27 .347 10 -1.5 0 28 N28 .347 10 28.5 0 29 N29 .417 10 -1.292 0 30 N30 15 10 -1.292 0 31 N 31 .417 10 28.292 0 32 N32 15 10 28.292 0 33 N33 7.708 13.437 4.409 0 34 N34 7.708 13.437 22.574 0 35 N35 15 10.666 -1.066 0 36 N36 .417 10.666 -1.066 0 37 N37 .417 10.666 28.049 0 38 N38 15 10.666 28.049 0 39 N39 7.708 13.437 20.322 0 40 N40 7.708 13.437 18.071 0 41 N41 7.708 13.437 15.667 0 42 N42 7.708 13.437 13.415 0 43 N43 7.708 13.437 11.164 0 44 N44 7.708 13.437 8.852 0 45 N45 7.708 13.437 6.63 0 46 N46 8.62 13.09 3.724 0 47 N47 9.531 12.744 3.04 0 48 N48 10.443 12.398 2.356 0 49 N 49 11.354 12.052 1.671 0 50 N50 12.266 11.705 0.987 0 51 N51 13.177 11.359 0.303 0 52 N52 14.089 11.013 -0.382 0 53 N53 8.62 13.09 23.258 0 54 N54 9.531 12.744 23.943 0 55 N55 10.443 12.398 24.627 0 56 N56 11.354 12.052 25.311 0 57 N57 12.266 11.705 25.996 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 3 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 58 N58 13.177 11.359 26.68 0 59 N59 14.089 11.013 27.364 0 60 N60 1.502 11.225 3.032 0 61 N61 1.626 11.272 6.45 0 62 N62 1.701 11.301 9.962 0 63 N63 1.726 11.31 13.415 0 64 N64 1.701 11.301 16.869 0 65 N65 1.626 11.272 20.473 0 66 N66 1.502 11.225 23.921 0 67 N67 2.346 11.546 3.548 0 68 N68 2.423 11.575 6.796 0 69 N69 2.469 11.592 10.135 0 70 N 70 2.484 11.598 13.415 0 71 N71 2.469 11.592 16.695 0 72 N72 2.423 11.575 20.126 0 73 N73 2.346 11.546 23.404 0 74 N74 3.213 11.875 4.063 0 75 N75 3.258 11.892 7.14 0 76 N76 3.284 11.902 10.308 0 77 N77 3.293 11.906 13.415 0 78 N78 3.284 11.902 16.523 0 79 N79 3.258 11.892 19.783 0 80 N80 3.213 11.875 22.889 0 81 N81 4.1 12.212 4.577 0 82 N82 4.126 12.222 7.483 0 83 N83 4.142 12.228 10.479 0 84 N 84 4.148 12.23 13.415 0 85 N85 4.142 12.228 16.352 0 86 N86 4.126 12.222 19.44 0 87 N87 4.1 12.212 22.376 0 88 N88 4.974 12.544 5.091 0 89 N89 4.974 12.544 7.826 0 90 N 90 4.974 12.544 10.65 0 91 N91 4.974 12.544 13.415 0 92 N92 4.974 12.544 16.18 0 93 N93 4.974 12.544 19.097 0 94 N94 4.974 12.544 21.862 0 95 N95 5.885 12.891 5.604 0 96 N 96 5.885 12.891 8.168 0 97 N97 5.885 12.891 10.822 0 98 N 98 5.885 12.891 13.415 0 99 N99 5.885 12.891 16.009 0 100 N 100 5.885 12.891 18.755 0 101 N 101 5.885 12.891 21.349 0 102 N 102 6.797 13.237 6.117 0 103 N 103 6.797 13.237 8.51 0 104 N 104 6.797 13.237 10.993 0 105 N 105 6.797 13.237 13.415 0 106 N 106 6.797 13.237 15.838 0 107 N 107 6.797 13.237 18.413 0 108 N 108 6.797 13.237 20.835 0 109 N 109 6.797 13.09 3.724 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 4 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 110 N 110 5.885 12.744 3.04 0 111 N 111 4.974 12.398 2.356 0 112 N 112 4.062 12.052 1.671 0 113 N 113 3.151 11.705 0.987 0 114 N 114 2.24 11.359 0.303 0 115 N 115 1.328 11.013 -0.382 0 116 N 116 6.797 13.09 23.258 0 117 N 117 5.885 12.744 23.943 0 118 N 118 4.974 12.398 24.627 0 119 N 119 4.062 12.052 25.311 0 120 N 120 3.151 11.705 25.996 0 121 N 121 2.24 11.359 26.68 0 122 N 122 1.328 11.013 27.364 0 123 N 123 1.328 11.159 27.364 0 124 N 124 2.24 11.21 27.263 0 125 N 125 3.151 11.253 27.178 0 126 N 126 4.062 11.289 27.108 0 127 N 127 4.974 11.316 27.054 0 128 N 128 5.885 11.336 27.016 0 129 N 129 6.797 11.347 26.992 0 130 N 130 7.708 11.351 26.985 0 131 N 131 8.62 11.347 26.992 0 132 N 132 9.531 11.336 27.016 0 133 N 133 10.443 11.316 27.054 0 134 N 134 11.354 11.289 27.108 0 135 N 135 12.266 11.253 27.178 0 136 N 136 13.177 11.21 27.263 0 137 N 137 2.24 11.505 26.68 0 138 N 138 3.151 11.539 26.614 0 139 N 139 4.062 11.566 26.559 0 140 N 140 4.974 11.588 26.517 0 141 N 141 5.885 11.603 26.487 0 142 N 142 6.797 11.612 26.469 0 143 N 143 7.708 11.615 26.463 0 144 N 144 8.62 11.612 26.469 0 145 N 145 9.531 11.603 26.487 0 146 N 146 10.443 11.588 26.517 0 147 N 147 11.354 11.566 26.559 0 148 N 148 12.266 11.539 26.614 0 149 N 149 3.151 11.852 25.996 0 150 N 150 4.062 11.871 25.957 0 151 N 151 4.974 11.887 25.926 0 152 N 152 5.885 11.898 25.904 0 153 N 153 6.797 11.904 25.891 0 154 N 154 7.708 11.907 25.887 0 155 N 155 8.62 11.904 25.891 0 156 N 156 9.531 11.898 25.904 0 157 N 157 10.443 11.887 25.926 0 158 N 158 11.354 11.871 25.957 0 159 N 159 4.062 12.198 25.311 0 160 N 160 4.974 12.198 25.311 0 161 N 161 5.885 12.198 25.311 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 5 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 162 N 162 6.797 12.198 25.311 0 163 N 163 7.708 12.198 25.311 0 164 N 164 8.62 12.198 25.311 0 165 N 165 9.531 12.198 25.311 0 166 N 166 10.443 12.198 25.311 0 167 N 167 4.974 12.544 24.627 0 168 N 168 5.885 12.544 24.627 0 169 N 169 6.797 12.544 24.627 0 170 N 170 7.708 12.544 24.627 0 171 N 171 8.62 12.544 24.627 0 172 N 172 9.531 12.544 24.627 0 173 N 173 5.885 12.891 23.943 0 174 N 174 6.797 12.891 23.943 0 175 N 175 7.708 12.891 23.943 0 176 N 176 8.62 12.891 23.943 0 177 N 177 6.797 13.237 23.258 0 178 N 178 7.708 13.237 23.258 0 179 N 179 14.089 10.891 27.895 0 180 N 180 13.177 10.958 27.762 0 181 N 181 12.266 11.014 27.651 0 182 N 182 11.354 11.06 27.559 0 183 N 183 10.443 11.096 27.489 0 184 N 184 9.531 11.122 27.438 0 185 N 185 8.62 11.137 27.408 0 186 N 186 7.708 11.142 27.398 0 187 N 187 6.797 11.137 27.408 0 188 N 188 5.885 11.122 27.438 0 189 N 189 4.974 11.096 27.489 0 190 N 190 4.062 11.06 27.559 0 191 N191 3.151 11.014 27.651 0 192 N 192 2.24 10.958 27.762 0 193 N 193 1.328 10.891 27.895 0 194 N 194 .417 10.813 28.049 0 195 N 195 .714 10.926 24.444 0 196 N 196 .927 11.007 20.826 0 197 N 197 1.056 11.056 17.047 0 198 N 198 1.098 11.072 13.415 0 199 N 199 1.056 11.056 9.784 0 200 N200 .927 11.007 6.097 0 201 N201 .714 10.926 2.508 0 202 N202 14.089 10.891 -.912 0 203 N203 13.177 10.958 -.78 0 204 N204 12.266 11.014 -.668 0 205 N205 11.354 11.06 -.577 0 206 N206 10.443 11.096 -.506 0 207 N207 9.531 11.122 -0.456 0 208 N208 8.62 11.137 -0.425 0 209 N209 7.708 11.142 -0.415 0 210 N210 6.797 11.137 -0.425 0 211 N211 5.885 11.122 -0.456 0 212 N212 4.974 11.096 -.506 0 213 N213 4.062 11.06 -.577 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 6 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 214 N214 3.151 11.014 -.668 0 215 N215 2.24 10.958 -.78 0 216 N216 .417 10.813 -1.066 0 217 N217 1.328 10.891 -.912 0 218 N218 13.177 11.21 -0.281 0 219 N219 12.266 11.253 -0.195 0 220 N220 11.354 11.289 -0.126 0 221 N221 10.443 11.316 -0.072 0 222 N222 9.531 11.336 -0.033 0 223 N223 8.62 11.347 -0.01 0 224 N224 7.708 11.351 -0.002 0 225 N225 6.797 11.347 -0.01 0 226 N226 5.885 11.336 -0.033 0 227 N227 4.974 11.316 -0.072 0 228 N228 4.062 11.289 -0.126 0 229 N229 3.151 11.253 -0.195 0 230 N230 1.328 11.159 -0.382 0 231 N231 2.24 11.21 -0.281 0 232 N232 12.266 11.539 .369 0 233 N233 11.354 11.566 0.423 0 234 N234 10.443 11.588 0.465 0 235 N235 9.531 11.603 .496 0 236 N236 8.62 11.612 0.514 0 237 N237 7.708 11.615 .52 0 238 N238 6.797 11.612 0.514 0 239 N239 5.885 11.603 .496 0 240 N240 4.974 11.588 0.465 0 241 N241 4.062 11.566 0.423 0 242 N242 2.24 11.505 0.303 0 243 N243 3.151 11.539 .369 0 244 N244 11.354 11.871 1.026 0 245 N245 10.443 11.887 1.057 0 246 N246 9.531 11.898 1.078 0 247 N247 8.62 11.904 1.091 0 248 N248 7.708 11.907 1.096 0 249 N249 6.797 11.904 1.091 0 250 N250 5.885 11.898 1.078 0 251 N251 4.974 11.887 1.057 0 252 N252 3.151 11.852 0.987 0 253 N253 4.062 11.871 1.026 0 254 N254 10.443 12.198 1.671 0 255 N255 9.531 12.198 1.671 0 256 N256 8.62 12.198 1.671 0 257 N257 7.708 12.198 1.671 0 258 N258 6.797 12.198 1.671 0 259 N259 5.885 12.198 1.671 0 260 N260 4.062 12.198 1.671 0 261 N261 4.974 12.198 1.671 0 262 N262 9.531 12.544 2.356 0 263 N263 8.62 12.544 2.356 0 264 N264 7.708 12.544 2.356 0 265 N265 6.797 12.544 2.356 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 7 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 266 N266 4.974 12.544 2.356 0 267 N267 5.885 12.544 2.356 0 268 N268 8.62 12.891 3.04 0 269 N269 7.708 12.891 3.04 0 270 N270 5.885 12.891 3.04 0 271 N271 6.797 12.891 3.04 0 272 N272 6.797 13.237 3.724 0 273 N273 7.708 13.237 3.724 0 274 N274 15 10.813 28.049 0 275 N275 14.702 10.926 24.444 0 276 N276 14.489 11.007 20.826 0 277 N277 14.361 11.056 17.047 0 278 N278 14.318 11.072 13.415 0 279 N279 14.361 11.056 9.784 0 280 N280 14.489 11.007 6.097 0 281 N281 15 10.813 -1.066 0 282 N282 14.702 10.926 2.508 0 283 N283 14.089 11.159 27.364 0 284 N284 13.915 11.225 23.921 0 285 N285 13.79 11.272 20.473 0 286 N286 13.716 11.301 16.869 0 287 N287 13.691 11.31 13.415 0 288 N288 13.716 11.301 9.962 0 289 N289 13.79 11.272 6.45 0 290 N290 14.089 11.159 -0.382 0 291 N291 13.915 11.225 3.032 0 292 N292 13.177 11.505 26.68 0 293 N293 13.07 11.546 23.404 0 294 N294 12.994 11.575 20.126 0 295 N295 12.948 11.592 16.695 0 296 N296 12.933 11.598 13.415 0 297 N297 12.948 11.592 10.135 0 298 N298 12.994 11.575 6.796 0 299 N299 13.177 11.505 0.303 0 300 N300 13.07 11.546 3.548 0 301 N301 12.266 11.852 25.996 0 302 N302 12.203 11.875 22.889 0 303 N303 12.159 11.892 19.783 0 304 N304 12.132 11.902 16.523 0 305 N305 12.124 11.906 13.415 0 306 N306 12.132 11.902 10.308 0 307 N307 12.159 11.892 7.14 0 308 N308 12.266 11.852 0.987 0 309 N309 12.203 11.875 4.063 0 310 N310 11.354 12.198 25.311 0 311 N311 11.317 12.212 22.376 0 312 N312 11.29 12.222 19.44 0 313 N313 11.274 12.228 16.352 0 314 N314 11.269 12.23 13.415 0 315 N315 11.274 12.228 10.479 0 316 N316 11.29 12.222 7.483 0 317 N317 11.354 12.198 1.671 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 8 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 318 N318 11.317 12.212 4.577 0 319 N319 10.443 12.544 24.627 0 320 N320 10.443 12.544 21.862 0 321 N321 10.443 12.544 19.097 0 322 N322 10.443 12.544 16.18 0 323 N323 10.443 12.544 13.415 0 324 N324 10.443 12.544 10.65 0 325 N325 10.443 12.544 7.826 0 326 N326 10.443 12.544 2.356 0 327 N327 10.443 12.544 5.091 0 328 N328 9.531 12.891 23.943 0 329 N329 9.531 12.891 21.349 0 330 N330 9.531 12.891 18.755 0 331 N331 9.531 12.891 16.009 0 332 N332 9.531 12.891 13.415 0 333 N333 9.531 12.891 10.822 0 334 N334 9.531 12.891 8.168 0 335 N335 9.531 12.891 3.04 0 336 N336 9.531 12.891 5.604 0 337 N337 8.62 13.237 23.258 0 338 N338 7.708 13.583 22.574 0 339 N339 8.62 13.237 20.835 0 340 N340 7.708 13.583 20.322 0 341 N341 8.62 13.237 18.413 0 342 N342 7.708 13.583 18.071 0 343 N343 8.62 13.237 15.838 0 344 N344 7.708 13.583 15.667 0 345 N345 8.62 13.237 13.415 0 346 N346 7.708 13.583 13.415 0 347 N347 8.62 13.237 10.993 0 348 N348 7.708 13.583 11.164 0 349 N349 8.62 13.237 8.51 0 350 N350 7.708 13.583 8.852 0 351 N351 8.62 13.237 3.724 0 352 N352 8.62 13.237 6.117 0 353 N353 7.708 13.583 6.63 0 354 N354 7.708 13.583 4.409 0 Member Primary Data Label I Joint J Joint K ...R... Section/Shape Type Design Li... Material Des i n R... 1 1 M1 I N7 N6 BEAMS Beam Tube 50KSI TVpical 2 M2 N13 N8 COLUMNS Column Tube 50KSI Typical 3 M3 N11 N10 BEAMS Beam Tube 50KSI Typical 4 M4 N14 N12 COLUMNS Column Tube 50KSI Typical 5 M5 N24 N22 RIGID None None LINK TRUSS-R... 6 M6 N16 N20 RIGID None None LINK TRUSS-R... 7 M7 N20 N28 RIGID None None LINK TRUSS-R... 8 M8 N18 N26 RIGID None None LINK TRUSS-R... 9 M9 N23 N21 RIGID None None LINK TRUSS-R... 10 M10 N15 N19 RIGID None None LINK TRUSS-R... RISA-31D Version 17.0.0 [LA...\...\...\01 Structural Analysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 9 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 11 M11 N19 N27 RIGID None I None LINK TRUSS-R... 12 M12 N17 N25 RIGID None None LINK TRUSS-R... 13 M13 N30 N6 RIGID None None LINK TRUSS-R... 14 M14 N29 N5 RIGID None None LINK TRUSS-R... 15 M15 N9 N31 RIGID None None LINK TRUSS-R... 16 M16 N10 N32 RIGID None None LINK TRUSS-R... 17 M17 N32 N4 PLATES Beam None 50KSI Typical 18 M18 N31 N3 PLATES Beam None 50KSI Typical 19 M19 N29 N2 PLATES Beam None 50KSI Typical 20 M20 N30 N1 PLATES Beam None 50KSI Typical 21 M21 N36 N33 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 22 M22 N35 N33 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 23 M23 N37 N34 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 24 M24 N38 N34 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 25 M25 N33 N34 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 26 M26 N35 N281 RIGID None None LINK TRUSS-R... 27 M27 N33 N354 C-ONLY None None C-ONLY TRUSS-R... 28 M28 N34 N338 C-ONLY None None C-ONLY TRUSS-R... 29 M29 N38 N274 RIGID None None LINK TRUSS-R... 30 M30 N36 N216 RIGID None None LINK TRUSS-R... 31 M31 N274 N275 CABLES Beam None WIREROPE TVpical 32 M32 N275 N276 CABLES Beam None WIREROPE Typical 33 M33 N276 N277 CABLES Beam None WIREROPE Typical 34 M34 N277 N278 CABLES Beam None WIREROPE Typical 35 M35 N278 N279 CABLES Beam None WIREROPE Typical 36 M36 N279 N280 CABLES Beam None WIREROPE Typical 37 M37 N280 N282 CABLES Beam None WIREROPE Typical 38 M38 N282 N281 CABLES Beam None WIREROPE Typical 39 M39 N39 N340 C-ONLY None None C-ONLY TRUSS-R... 40 M40 N40 N342 C-ONLY None None C-ONLY TRUSS-R... 41 M41 N41 N344 C-ONLY None None C-ONLY TRUSS-R... 42 M42 N42 N346 C-ONLY None None C-ONLY TRUSS-R... 43 M43 N43 N348 C-ONLY None None C-ONLY TRUSS-R... 44 M44 N44 N350 C-ONLY None None C-ONLY TRUSS-R... 45 M45 N45 N353 C-ONLY None None C-ONLY TRUSS-R... 46 M46 N46 N351 C-ONLY None None C-ONLY TRUSS-R... 47 M47 N47 N335 C-ONLY None None C-ONLY TRUSS-R... 48 M48 N48 N326 C-ONLY None None C-ONLY TRUSS-R... 49 M49 N49 N317 C-ONLY None None C-ONLY TRUSS-R... 50 M50 N50 N308 C-ONLY None None C-ONLY TRUSS-R... 51 M51 N51 N299 C-ONLY None None C-ONLY TRUSS-R... 52 M52 N52 N290 C-ONLY None None C-ONLY TRUSS-R... 53 M53 N53 N337 C-ONLY None None C-ONLY TRUSS-R... 54 M54 N54 N328 C-ONLY None None C-ONLY TRUSS-R... 55 M55 N55 N319 C-ONLY None None C-ONLY TRUSS-R... 56 M56 N56 N310 C-ONLY None None C-ONLY TRUSS-R... 57 M57 N57 N301 C-ONLY None None C-ONLY TRUSS-R... 58 M58 N58 N292 C-ONLY None None C-ONLY TRUSS-R... 59 M59 N59 N283 C-ONLY None None C-ONLY TRUSS-R... 60 M60 N109 N272 C-ONLY None None C-ONLY TRUSS-R... 61 M61 N110 N270 C-ONLY None None C-ONLY TRUSS-R... 62 M62 N111 N266 C-ONLY None None C-ONLY TRUSS-R... RISA-31D Version 17.0.0 [LA...\..A..\01_Structural Analysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 10 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 63 M63 N112 N260 C-ONLY None None C-ONLY TRUSS-R... 64 M64 N113 N252 C-ONLY None None C-ONLY TRUSS-R... 65 M65 N114 N242 C-ONLY None None C-ONLY TRUSS-R... 66 M66 N115 N230 C-ONLY None None C-ONLY TRUSS-R... 67 M67 N116 N177 C-ONLY None None C-ONLY TRUSS-R... 68 M68 N117 N173 C-ONLY None None C-ONLY TRUSS-R... 69 M69 N118 N167 C-ONLY None None C-ONLY TRUSS-R... 70 M70 N119 N159 C-ONLY None None C-ONLY TRUSS-R... 71 M71 N120 N149 C-ONLY None None C-ONLY TRUSS-R... 72 M72 N121 N137 C-ONLY None None C-ONLY TRUSS-R... 73 M73 N122 N123 C-ONLY None None C-ONLY TRUSS-R... 74 M74 N281 N202 CABLES Beam None WIREROPE Typical 75 M75 N202 N203 CABLES Beam None WIREROPE Typical 76 M76 N203 N204 CABLES Beam None WIREROPE Typical 77 M77 N204 N205 CABLES Beam None WIREROPE Typical 78 M78 N205 N206 CABLES Beam None WIREROPE Typical 79 M79 N206 N207 CABLES Beam None WIREROPE Typical 80 M80 N207 N208 CABLES Beam None WIREROPE Typical 81 M81 N208 N209 CABLES Beam None WIREROPE TVpical 82 M82 N209 N210 CABLES Beam None WIREROPE Typical 83 M83 N210 N211 CABLES Beam None WIREROPE TVpical 84 M84 N211 N212 CABLES Beam None WIREROPE Typical 85 M85 N212 N213 CABLES Beam None WIREROPE Typical 86 M86 N213 N214 CABLES Beam None WIREROPE Typical 87 M87 N214 N215 CABLES Beam None WIREROPE Typical 88 M88 N215 N217 CABLES Beam None WIREROPE Typical 89 M89 N217 N216 CABLES Beam None WIREROPE Typical 90 M90 N274 N179 CABLES Beam None WIREROPE Typical 91 M91 N179 N180 CABLES Beam None WIREROPE Typical 92 M92 N180 N181 CABLES Beam None WIREROPE Typical 93 M93 N181 N182 CABLES Beam None WIREROPE Typical 94 M94 N182 N183 CABLES Beam None WIREROPE Typical 95 M95 N183 N184 CABLES Beam None WIREROPE Typical 96 M96 N184 N185 CABLES Beam None WIREROPE Typical 97 M97 N185 N186 CABLES Beam None WIREROPE Typical 98 M98 N186 N187 CABLES Beam None WIREROPE Typical 99 M99 N187 N188 CABLES Beam None WIREROPE Typical 100 M100 N188 N189 CABLES Beam None WIREROPE Typical 101 M101 N189 N190 CABLES Beam None WIREROPE Typical 102 M102 N190 N191 CABLES Beam None WIREROPE Typical 103 M103 N191 N192 CABLES Beam None WIREROPE Typical 104 M104 N192 N193 CABLES Beam None WIREROPE Typical 105 M105 N193 N194 CABLES Beam None WIREROPE TVpical 106 M106 N194 N195 CABLES Beam None WIREROPE Typical 107 M107 N195 N196 CABLES Beam None WIREROPE Typical 108 M108 N196 N197 CABLES Beam None WIREROPE Typical 109 M109 N197 N198 CABLES Beam None WIREROPE TVpical 110 M110 N198 N199 CABLES Beam None WIREROPE Typical 111 M111 N199 N200 CABLES Beam None WIREROPE Typical 112 M112 N200 N201 CABLES Beam None WIREROPE Typical 113 M113 N201 N216 CABLES Beam None WIREROPE Typical 114 M114 N37 N194 RIGID None None LINK TRUSS-R... RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 11 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM k Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 1151M1151 N3 N37 RAFTERS Columnj Pie 45KSI Typical 116 M1161 N4 N38 RAFTERS Column Pie 45KSI Typical 117 M1171 N1 N35 RAFTERS Column Pie 45KSI Typical 118 M1181 N2 N36 RAFTERS Column Pie 45KSI Typical Hot Rolled Steel Section Sets Label Shape Type Desi n... Material Design...A i... Ivv[in4j Izz in4 J in4 1 COLUMNS HSS10X10X4 Column Tube 50KSI Typical 18.96 141 141 220 2 EXTENSIONS/RIDGE 3.5 GA 8 RD. TUBING Beam Pie 45KSI Typical 1.729 2.409 2.409 4.819 3 CABLES 1/4 15 Beam None WIREROPE Typical .049 15 15 15 4 RAFTERS 3.5 GA 8 RD. TUBING Column Pie 45KSI Typical 1.729 2.409 2.409 4.819 5 PLATES 1.0x7.0 HRA Beam None 50KSI Typical 7 28.583 .583 2.123 6 BEAMS HSS10X6X4 Beam Tube 50KSI Typical 7.1 44.1 96.9 96.7 General Section Sets Label Shape Type Material A rin2l Ivy[in4l Izz[in4l in4 1 RIGID ARB RIGID_1 None LINK 1 1 e+6 1 e+6 1 e+6 2 1 C-ONLY RB_C-ONLY 1 None C-ONLY .1 1 .1 .1 Joint Boundary Conditions Joint Label X /in Y /in Z k/in X Rot. k-ft/rad Y Rot. k-ft/ra Z Rot. k-ft/rad 1 N8 Reaction Reaction Reaction Reaction Reaction Reaction 2 N 12 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Cateqory X Gravity Y Gravity Z Gravity Joint Point Distributed Area Me... Surface P... 1 DL DL -1 48 2 ILL ILL 272 3 WIND XA WL 2 128 4 WIND ZA WL 2 144 5 WIND XB WL 2 128 6 WIND ZB WL 2 144 7 UPLIFT WL 272 Load Combinations Description S...P...S...B...Fa...BLC Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 DL + LL Yes C 1 1 2 1 2 0.6DL + 0.6WL XAYes 1 .6 3 .6 3 0.6DL + 0.6WL ZAYes 1 .6 4 .6 4 0.6DL + 0.6WL XBYes 1 .6 5 .6 5 0.6DL + 0.6WL ZBYes 1 .6 6 .6 6 0.6 DL+ WL UPLIFT C 1 .6 7 1 7 DL +0.75 [LL+0.6WL(XA) ]Yes 1 1 2 .75 3 .45 8 DL +0.75 [LL+0.6WL(ZA) ]Yes 1 1 2 .75 4 .45 RISA-3D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 12 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Load Combinations (Continued) Description S...P...S...B...Fa...BLC Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... g 1 DL +0.75 [ILL+0.6 WL(XB) ]Xes C 1 1 1 1 2 1.75 5 .45 10 DL +0.75 [LL+0.6 WL(ZB) ] C 1 1 1 1 2 1.75 6 .45 Envelope Joint Reactions Joint X LC Y LC Z k LC MX k-ft LC MY k-ft LC MZ k-ft LC 1 N8 max 1 .336 4 1 2.501 7 .418 7 3.14 7 .436 3 17.907 7 2 min -.455 2 -1.383 6 -.424 6 -3.4 6 -.35 5 -12.554 6 3 N 12 max .335 4 2.523 7 .424 6 3.198 6 .452 3 18.395 7 4 min -.456 2 -1.394 6 -.418 7 -2.781 7 -.259 5 -12.911 6 5 Totals: max .671 4 5.024 7 .283 5 6 min -.911 2 -2.776 6 -.351 3 Hot Rolled Steel Design Parameters Label Shape Len th... Lbyy[ftl Lbzz ft Lcomp to...Lcomp bo..L-tor... KyV Kzz Cb Fu nc... 1 M1 I BEAMS 15 Lbyy Lateral 2 M2 COLUMNS 10.972 Lbvy Lateral 3 M3 BEAMS 15 Lbyy Lateral 4 M4 COLUMNS 10.972 Lbyy Lateral 5 M17 PLATES .243 Lbyy Lateral 6 M18 PLATES .243 Lbyy Lateral 7 M19 PLATES .226 Lbyy Lateral 8 M20 PLATES .226 Lbyy Lateral 9 M21 EXTENSIONS/RIDGE 9.53 Lbyy Lateral 10 M22 EXTENSIONS/RIDGE 9.53 Lbyy Lateral 11 M23 EXTENSIONS/RIDGE 9.53 Lbyy Lateral 12 M24 EXTENSIONS/RIDGE 9.53 Lbyy Lateral 13 M25 EXTENSIONS/RIDGE 18.165 Lbvv Lateral 14 M31 CABLES 3.619 Lbyy Lateral 15 M32 CABLES 3.625 Lbyy Lateral 16 M33 CABLES 3.781 Lbyy Lateral 17 M34 CABLES 3.632 Lbyy Lateral 18 M35 CABLES 3.631 Lbyy Lateral 19 M36 CABLES 3.69 Lbyy Lateral 20 M37 CABLES 3.596 Lbyy Lateral 21 M38 CABLES 3.588 Lbyy Lateral 22 M74 CABLES .927 Lbyy Lateral 23 M75 CABLES .924 Lbyy Lateral 24 M76 CABLES .92 Lbyy Lateral 25 M77 CABLES .918 Lbyy Lateral 26 M78 CABLES .914 Lbyy Lateral 27 M79 CABLES .914 Lbyy Lateral 28 M80 CABLES .912 Lbyy Lateral 29 M81 CABLES .912 Lbyy Lateral 30 M82 CABLES .911 Lbyy Lateral 31 M83 CABLES .913 Lbyy Lateral 32 M84 CABLES .913 Lbyy Lateral 33 M85 CABLES .915 Lbyy Lateral 34 M86 CABLES .917 Lbyy Lateral 35 M87 CABLES .92 Lbyy Lateral RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 13 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lb ft Lbzz[ftl Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 36 M88 CABLES .924 Lbyy Lateral 37 M89 CABLES .927 Lbyy Lateral 38 M90 CABLES .927 Lbyy Lateral 39 M91 CABLES .924 Lbvv Lateral 40 M92 CABLES .919 Lbyy Lateral 41 M93 CABLES .918 Lbvv Lateral 42 M94 CABLES .914 Lbyy Lateral 43 M95 CABLES .914 Lbyy Lateral 44 M96 CABLES .912 Lbyy Lateral 45 M97 CABLES .912 Lbyy Lateral 46 M98 CABLES .911 Lbyy Lateral 47 M99 CABLES .913 Lbyy Lateral 48 M100 CABLES .913 Lbyy Lateral 49 M101 CABLES .915 Lbyy Lateral 50 M102 CABLES .917 Lbyy Lateral 51 M103 CABLES .919 Lbyy Lateral 52 M104 CABLES .924 Lbyy Lateral 53 M105 CABLES .927 Lbyy Lateral 54 M106 CABLES 3.619 Lbyy Lateral 55 M107 CABLES 3.625 Lbyy Lateral 56 M108 CABLES 3.782 Lbyy Lateral 57 M109 CABLES 3.632 Lbyy Lateral 58 M110 CABLES 3.631 Lbyy Lateral 59 M111 CABLES 3.69 Lbyy Lateral 60 M112 CABLES 3.596 Lbyy Lateral 61 M113 CABLES 3.588 Lbyy Lateral 62 M115 RAFTERS .666 Lbyy Lateral 63 M116 RAFTERS .666 Lbyy Lateral 64 M117 RAFTERS .666 Lbyy Lateral 65 M118 RAFTERS .666 Lbyy Lateral Envelope AISC 15th(360-16):ASD Steel Code Checks Member Shape Code...Loc ft LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 1 M1 HSS10X6X4 .229 1.875 7 .040 0 7 145.168212.575 33.96558.8821.534 H1-1b 2 M2 HSS10X10X4 .325 10.9... 7 .100 .571 y 7 228.316268.263 65.881 65.881 1.091 H1-1b 3 M3 HSS10X6X4 .243 1.875 7 .043 0 7 145.168212.575 33.96558.8821.565 H1-1b 4 M4 HSS10X10X4 .327 10.9... 7 .104 .571 7 228.316268.263 65.881 65.881 1.089 H1-1b 5 M17 1.0x7.0 HRA .128 0 7 .226 .243 6 208.023209.581 30.564 4.366 2.174 H1-1b 6 M18 1.0x7.0 HRA .127 0 7 .171 .243 6 208.023209.581 30.5644.366 1.167 H1-1b 7 M19 1.0x7.0 HRA .125 0 7 .157 .226 y 6 208.233209.581 30.5644.366 1.229 H1-1b 8 M20 1.0x7.0 HRA .049 0 6 .286 .226 6 208.233 209.581 30.564 4,366 1.403 H 1-1 b 9 M21 3.5 GA 8 RD. TUBING .258 0 7 .040 0 7 25.123 46.583 4.124 4.124 3.1 H 1-1 b 10 M22 3.5 GA 8 RD. TUBING .082 9.53 6 .029 9.53 7 25.12 46.583 4.124 4.124 2.361 H1-1 b 11 M23 3.5 GA 8 RD. TUBING .250 0 7 .038 0 7 25.123 46.583 4.124 4.124 3.029 H 1-1 b 12 M24 3.5 GA 8 RD. TUBING .158 0 7 .033 0 7 25.12 46.583 4.124 4.124 2•945 H1-1 b 13 M25 3.5 GA 8 RD. TUBING .126 6.812 7 .014 18.1... 8 7.622 46.583 4.124 4.124 1.195 H1-1V 14 M31 1/415 .110 0 7 9.999 0 6 2.519 2.523 4.291 4.291 1.667 H1-1b* 15 M32 1/415 .113 0 7 9.999 0 6 2.519 2.523 4.291 4.291 1.082 H1-1 b* 16 M33 1/415 .118 0 7 9.999 0 6 2.518 2.523 4.291 4.291 1.023 H1-1b* 17 M34 1/415 .128 0 7 2.580 0 6 2.519 2.523 4.291 4.291 1.02 H1-1 b* RISA-31D Version 17.0.0 [LA...\...\...\01 Structural Analysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 14 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Envelope AISC 15th(360-16):ASD Steel Code Checks (Continued) Member Shape Code...Loc ft LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 18 M35 1/415 .129 0 7 9.999 0 6 2.519 2.523 4.291 4.291 1.021 H1-1 b* 19 M36 1/415 .120 0 7 9.999 0 6 2.518 2.523 4.291 4.291 1.024 H1-1 b* 20 M37 1/415 .117 0 7 9.999 0 6 2.519 2.523 4.291 4.291 1.082 H1-1b* 21 M38 1/415 .113 0 7 9.999 0 6 2.519 2.523 4.291 4.291 1.667 H1-1b* 22 M74 1/415 .131 0 1 9.999 0 2 2.523 2.523 4.291 4.291 1.667 H1-1b* 23 M75 1/415 .161 0 1 9.999 0 2 2.523 2.523 4.291 4.291 1.003 H1-1b* 24 M76 1/415 .108 0 8 9.999 0 2 2.523 2.523 4.291 4.291 1.045 H1-1b* 25 M77 1/415 .104 0 8 9.999 0 2 2.523 2.523 4.291 4.291 1.028 H1-1 b* 26 M78 1/415 .101 0 8 9.999 0 2 2.523 2.523 4.291 4.291 1.024 H1-1b* 27 M79 1/415 .095 0 8 9.999 0 2 2.523 2.523 4.291 4.291 1.013 H1-1 b* 28 M80 1/415 .092 0 8 9.999 0 2 2.523 2.523 4.291 4.291 1.011 H1-1 b* 29 M81 1/415 .090 0 8 9.999 0 2 2.523 2.523 4.291 4.291 1.003 H1-1 b* 30 M82 1/415 .088 0 8 9.999 0 2 2.523 2.523 4.291 4.291 1.007 H1-1b* 31 M83 1/415 .089 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.16 H1-1 b* 32 M84 1/415 .095 0 7 9.999 0 2 2.523 2.523 4.291 4.291 2.238 H1-1b* 33 M85 1/415 .102 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.125 H1-1b* 34 M86 1/415 .101 0 7 9.999 0 212.523 2.523 4.291 4.291 1.314 H1-1b* 35 M87 1/415 .108 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.104 H1-1 b* 36 M88 1/415 .293 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.126 H1-1a* 37 M89 1/415 .232 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.667 H1-1a* 38 M90 1/415 .129 0 1 9.999 0 2 2.523 2.523 4.291 4.291 1.667 H1-1b* 39 M91 1/415 .152 0 1 9.999 0 2 2.523 2.523 4.291 4.291 1.009 H1-1 b* 40 M92 1/415 .104 0 9 9.999 0 2 2.523 2.523 4.291 4.291 1.007 H1-1b* 41 M93 1/415 .099 0 9 9.999 0 2 2.523 2.523 4.291 4.291 1.026 H1-1 b* 42 M94 1/415 .097 0 9 9.999 0 2 2.523 2.523 4.291 4.291 1.009 H1-1 b* 43 M95 1/415 .091 0 9 9.999 0 2 2.523 2.523 4.291 4.291 1.023 H1-1 V 44 M96 1/415 .089 0 1 9.999 0 2 2.523 2.523 4.291 4.291 1.03 H1-1 b* 45 M97 1/415 .085 0 1 9.999 0 2 2.523 2.523 4.291 4.291 1.022 H1-1 V 46 M98 1/415 .087 0 1 9.999 0 2 2.523 2.523 4.291 4.291 1.031 H1-1 b* 47 M99 1/415 .088 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.055 H1-1 b* 48 M 100 1/415 .096 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.11 H1-1 b* 49 M 101 1/415 .101 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.067 H1-1 b* 50 M 102 1/415 .104 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.102 H1-1 b* 51 M 103 1/415 .116 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.075 H1-1 b* 52 M 104 1/415 .297 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.06 H1-1 a* 53 M105 1/415 .233 0 7 9.999 0 2 2.523 2.523 4.291 4.291 1.667 H1-1a* 54 M106 1/415 .103 0 7 9.999 0 2 2.519 2.523 4.291 4.291 1.667 H1-1b* 55 M107 1/415 .100 0 7 9.999 0 2 2.519 2.523 4.291 4.291 1.179 H1-1b* 56 M108 1/415 .104 0 7 9.999 0 2 2.518 2.523 4.291 4.291 1.046 H1-1b* 57 M109 1/415 .113 0 7 9.999 0 2 2.519 2.523 4.291 4.291 1.028 H1-1V 58 M110 1/415 .112 0 7 4.258 0 7 2.519 2.523 4.291 4.291 1.028 H1-1V 59 M 111 1/415 .106 0 7 9.999 0 2 2.518 2.523 4.291 4.291 1.045 H1-1 b* 60 M 112 1/415 .098 0 7 9.999 0 2 2.519 2.523 4.291 4.291 1.169 H1-1 b* 61 M113 1/415 .105 0 7 9.999 0 2 2.519 2.523 4.291 4.291 1.667 H1-1b* 62 M115 3.5 GA 8 RD. TUBING .238 .666 7 .212 0 7 46.443 46.583 4.124 4.124 1.386 H1-1 b 63 M116 3.5 GA 8 RD. TUBING .184 0 6 .180 0 6 46.443 46.583 4.124 4.124 2.017 HI-lb 64 M117 3.5 GA 8 RD. TUBING .222 0 6 .206 0 6 146.443 46.583 4.124 4.124 1.667 H 1-1 b 65 M118 3.5 GA 8 RD. TUBING .245 .666 7 .178 0 7 746,443 46.583 4.124 4.124 1.391 H1-1 b RISA-31D Version 17.0.0 [LA...\...\...\01 Structural Analysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 15 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 30FT x 10FT SINGLE FULL CANTILEVER TI, Material Takeoff Material Size Pieces Len th ft Wei h K 1 General LINK ARB RIGID 1 16 4.2 0 3 C-ONLY ARB C-ONLY 1 37 5.4 0 4 Total General 53 9.6 0 5 6 Hot Rolled Steel 7 45KSI 3.5 GA 8 RD. TUBING 9 58.9 .3 8 50KSl 1.0x7.0 HRA 4 .9 0 9 50KSI HSS10X10X4 2 21.9 .7 10 50KSl HSS10X6X4 2 30 .7 11 WIREROPE 1/415 48 87.7 0 12 Total HR Steel 65 199.5 1.8 13 14 Plate Elements Thickness in Volume de3 15 FABRIC .2 272 .3 0 16 STEEL .8 2 0 0 17 Total Plates 274 .3 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\2.0\15x30x10 FC HIP IBC 2018.R3D] Page 16 CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB Code Check ( ) DATE.02t 1 8f2Q21 12.05.26 PM No Calc SSS >1.0 .90-1.0 z x APPROVED .50-:75 0-50 NC 7 7 1p O9 0 90 90 0 70 11 71 > ,gyp 1p 09 • 08 on O 9 0 qq 2q �O Ci M (/ � S Member Code Checks Displayed(Enveloped) Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC T BE GENERAL NOTES STRUCTURES WITHOUT TTHEIHALL WRIT REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DESIGN LOADS BUILDING CODE CBC 2019(BASED ON IBC 2018) LIVE LOADS 5 PSF 7,8,9,10 SNOW LOAD 5 PSF /J WIND LOADS 115 MPH] /�! USASHADE 3-Sec.Gust,RISK CATEGORY II& / I EXPOSURE C 2A /� &Febrlc Structures 1:115 MPH ACCORDING THE ULTIMATE WIND SPEED MAPS OF ASCE 7-16 IS EQUIVALENT TO THE NOMINAL WIND SPEED OF 90 MPH ACCORDING ASCE 7-05 AND IBC 2018 EQ 16-33. STRUCTURAL STEEL //� i / T\ CORPORATE HEADQUARTERS i \ 2580 ESTERS BLVD.,SUITE 100 1:ALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C, i 1A \ \ DFW AIRPORT,TX 75261 UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS i \ 800-966-5005 PRODUCTS: SQUARE AND RECTANGULAR 50,000 PSI YIELD /62,000 PSI TENSILE \ \ CERTIFICATIONS: ROUND PIPE 46,000 PSI YIELD/ 62,000 PSI TENSILE \JJJ\ IAS CERTIFICATION No:FA-428 2:ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM A500, l\VIJ \ CLARK COUNTY MANUFACTURER , , , , CERTIFICATION NUMBER(NEADA):355 TYPICAL MECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS: \ ROUND TUBE 45,000 PSI YIELD/48,000 PSI TENSILE 6 \\ CUSTOMER: 3:ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50. \\\ CITY OF LAKE ELSINORE 4:ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING \ THE IN-LINE ELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLY \ 5 PROJECT NAME: COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS TUSCANY HILLS MANUFACTURED BY ALLIED TUBE&CONDUIT. - 16_ PARK 5: STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN — LOCATION: ACCORDANCE WITH A.I.S.C.SPECIFICATIONS. 19 17 LAKE ELSINORE 6:ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST CA EDITION OF THE AMERICAN WELDING SOCIETY(AWS)D1.1 SPECIFICATIONS.ALL I I PROJECT NUMBER. WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS.ALL WELDS SHALL DEVELOP THE I 4 76366 FULL STRENGTH OF THE WEAKER MEMBER.ALL WELDS SHALL BE MADE USING I E70XX.045 WIRE. YYY STRUCTURE TYPE: 7: SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD I ' SINGLE FULL CANTILEVER CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED).ALL 1B PRODUCT#202-CUST FILLET WELDS SHALL BE A MINIMUM OF 3/16"UNLESS OTHERWISE NOTED.FIELD SIZE: WELDS SHALL NOT BE ALLOWED. I II 14'x30'x10'e 8:ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A325 TYPE 1 OR A490 TYPE 1.ALL NUTS SHALL COMPLY WITH ASTM A563DH,AND WASHERS SHALL 2B SCALE: AS NOTED COMPLY WITH ASTM F436. ISOMETRIC VIEW DRAWING SIZE: 20 B 9:ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. 3 Q O w 10:ALL STAINLESS STEEL BOLTS/STUDS SHALL COMPLY WITH ASTM F-593,ALLOY Y GROUP 1 OR 2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2. ¢ _ U 11:ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT(2.5 TO 3.5 MILS THICK MIN).THIS COAT IS A WEATHER RESISTANT POWDER COATING BASED ❑ ON POLYESTER TGIC(MANUFACTURED BY SHERWIN WILLIAMS OR TIGER DRYLAC). N W TO ACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPER c ¢ TREATMENT AND DRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER r ❑ (TGIC)SPECIFICATIONS SHALL BE AS FOLLOWS: LIST OF MATERIALS PENCIL HARDNESS(ASTM D-3363) -HUMIDITY(ASTM D-2247) ITEM QTY, DESCRIPTION MATERIAL/DWG SMI PART NO. SOLVENT RESISTANCE(PCI METHOD)-50 DBL RUBS SL.SOFTNES STEEL AND BOLTS FABRIC SPECIFICATION 1A 1 COLUMN HSS 10.000 X 10.000 X 0.250 DCANT-PIH-101004-177 1 B 1 COLUMN HSS 10.000 X 10.000 X 0.250 DCANT-PIH-101004-177 1: FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET 2A 1 BEAM(LEFT) HSS 10.000 X 6.000 X 0.250 FB106004-158-300SNL- N 0 ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE 2B 1 BEAM(RIGHT) HSS 10.000 X 6.000 X 0.250 FB106004-158-300SNR- N a MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. o 3 4 RAFTER 3.5 GA 8 RD TUBING 350RAF-F5 CODE ANALYSIS 0 U 2:FABRIC SPECIFICATIONS: SOLID COLORS STRIPE COLORS 4 4 EXTENSION 3.5 GA 8 RD TUBING EXT-350-92 CONSTRUCTION AREA OCCUPANT o -TEAR STRENGTH WARP 220.4622 LB WARP 182.9836LB 5 2 CROSSPIECE 3.5 GA 8 RD TUBING 350CP-F5 BUILDING OCCUPANCY TYPE (SQF) LOAD WEFT 462.9707 LB WEFT 401.2413LB 6 1 RIDGE 3.5 GA 8 RD TUBING RID-350-219 SHADE STRUCTURE -BURST STRENGTH 37.7098 PSIA 33.0686 PSIA U V-B 420 N/A FADING MINIMUM FADING AFTER 5 YEARS 7 12 03/4"-10NC x 13"HEX HEAD BOLT ASTM A325 GALVANIZED 307984 14'x 30' LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUS 8 12 03/4"-10NC HEX NUT ASTM A563 GALVANIZED 307687 EXPOSURE TO THE SUN 9 24 0314"FLAT WASHER ASTM F436 GALVANIZED 307624 3:FIRE TEST ON FABRIC:NFPA 701 TEST 2 AND ASTM E 84 10 12 03/4"SPLIT LOCK WASHER ASTM F436 GALVANIZED 307832 NOTICE U > z w 4:THREAD-PTFE(TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH 11 4 01/2"-13NC x 4 1/2"HEX BOLT 18-8 SS 104311 FABRIC TOP NEEDS TO X STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION 12 4 1 01/2"-13NC HEX NUT 18-8 SS 307621 BE REMOVED IF SNOW EXCEEDING Eng.By: AL 02/01/21 RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH - 1200 DENIER. 13 8 01/2"FLAT WASHER 18-8 SS 307645 5 PSF IS ANTICIPATED Design By: MMB 02/01/21 CHAINSTITCH THREAD-2400 DENIER. 14 8 01/2"FLAT WASHER DELRIN(ACETAL) 308083 FABRIC TOP NEEDS TO Approved By: AL 02/01/21 15 4 0112"SPLIT LOCK WASHER 18-8 SS 117028 BE REMOVED IF WINDS EXCEEDING AIRCRAFT CABLE 16 2 WASHER PLATE 4 BOLTS ASTM A572 GR 50 PLT-251 115 MPH ARE ANTICIPATED, DRAWING DESCRIPTION: 1: WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE 17 2 WASHER PLATE 2 BOLTS ASTM A572 GR 50 PLT-252 SEE NOTE 1 OF DESIGN LOADS NOTES/LOM WITH A BREAKING STRENGTH VALUE OF 7,000 LBS(1/4"DIAMETER). FABRIC AND HARDWARE 2: CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE 18 1 1 1 FABRIC CANT 28'-11"x 13'-2" HDPE MESH AREA:381 SQF,WEIGHT:16.4 LBS DWG. 76366-2.0 PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS 19 1 100 FT OF 01/4"CABLE GALVANIZED 307604 (DESIGNED PURPOSELY UNDERSIZED)REACH A TAUNT APPEARANCE.ANY LONG PAGE 20 4 01/4"CABLE CLAMP GALVANIZED 307633 TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE 1 000 RE-TIGHTENING VISITS AS REQUIRED. REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE PLAN NORTH PROPERTY OF USA SHADE AND FABRIC (L) X STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN (A) (TYP) PERMISSION. 1 A 113 011/2"EYE NUT 1 FOR TRUE NORTH FABRIC SEE CUSTOMER'S ZIG-ZAG SITE PLAN USASHADE STITCH FABRIC &Fabric Structures CABLE BEAM \� �j FABRIC \\ // POCKET CORPORATE HEADQUARTERS SECTION A-A DETAIL 5 2580 ESTERS BLVD.,SUITE 100 3 DFW AIRPORT,TX 75261 — - - -- - - - - - - - - -- - - 800-966-5005 9" V �� �� MACHINE SWAGED RAFTER TO PLATE 6„ a CERTIFICATIONS: GEY�j �� *116LERAN NSION 1/2"THK IAS CERTIFICATION No:FA 428 NCE) LARK COUNTY MANUFACTURER 4� CERTIFICATION UMBER(N VADA):355 6v CUSTOMER: FABRICCITY OF LAKE ELSINORE 3/8"GUSSETPLATE N BEAM PROJECT NAME: TUSCANY HILLS A3/96PARK TOP VIEW 11CUP CONNECTOR3.0 GA 12 RD.TUBING 0 ° LOCATION: UPPORT PLATE 3/16 PJP LAKE ELSINORE (WELDED TO BEAM) 1\ 3/16 CA COLUMN PROJECT NUMBER. TABLE OF DIMENSIONS ITEMS 76366 (L) (W) (W1 ) (A) (H) (C) (R) (HT) VIEW B-B SECTION C-C 7,8,9,10 STRUCTURE TYPE: 30'-0" 14'-0" T-5" 5'-5" 10'-0" 11'-9" 3'-7" 13'-7" SINGLE FULL CANTILEVER PRODUCT#202-CUST (`/`/) SIZE: 14'x30'x10'e SCALE: AS NOTED / \ DRAWING SIZE: B / \ / \ I PLATE 6" v 3/8"THK 4 w �- I J Y 5 - U a 3 (� N LU O Q O ❑ FOR FOOTING AND PLATE 3/8"THK MOUNTING DETAILS REFER TO PAGE 3000 FINISHED FINISHED ITEM 16 SURFACE SURFACE � � � 1A 1B 1B COLUMN N p FRONT ELEVATION SIDE ELEVATION ITEM 17 VIEW D-D o U U) N W U � D ITEMS Af 7,8,9,10 ---- MACHINE SWAGED EXTENSION TO )FABRIC f COLUMN > FIT SNUGLY INSIDE CROSSPIECE ARMZ(±1/16"TOLERANCE,2 PL.) EXTENSIONRICEng.By: AL 02/01/21 RIDGE 6' 4 3/4' RAFTER Design By: MMB 02/01/21 MACHINE SWAGED TERM N 3/16 DRAWING Approved BDESCR DESCRIPTION: 02/01/21 CROSSPIECE TO MACHINE SWAGED FIT SNUGLY INSIDE RIDGE s RAFTER TO FIT SNUGLY ITEM 16 (±1/16"TOLERANCE) 1/8 INSIDE EXTENSION PLATE VIEWS AND DETAILS A CLAMPS BEAM /16 (2 EACH SIDE) (±1/16"TOLERANCE 2 PL.) BEAM 1"THK CROSSPIECE DWG. CABLE TERMINATION 76366-2.0 END"A" ` COLUMN ITEM 17 PAGE 31/2" 2000 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE REINFORCED CONCRETE NOTES PLAN NORTH PROPERTY OF USA SHADE AND IC STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301 AND BUILDING CODE ACI 318. CONCRETE SPECIFICATIONS,SHALL BE AS FOLLOWS: -28 DAY STRENGTH:2500 PSI FOR TRUE NORTH -SLUMP: 3-5 - SEE CUSTOMER'S PORTLAND CEMENT SHALL CONFORM TO C-150 AGGREGATE SHALL CONFORM TO ASTM C-33 SITE PLAN USAS HAD E &Fabric Structures 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60;AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301,ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE. X 3:ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE)SHALL COMPLY (TYP) CORPORATE HEADQUARTERS WITH ASTM F-1554 GRADE 55(GALVANIZED). 2580 ESTERS BLVD.,SUITE 100 \ DFW AIRPORT,TX 75261 4:ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH 4�11 800-966-5005 OF 5000 PSI,AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109,ASTM C939,ASTM VERTICAL C1090,ASTM C1107,WHEN APPLICABLE. I �� REBAR 9#8 CERTIFICATIONS: 5:SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2,CLASS:5 IAS CERTIFICATION No:FA-428 II CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER(NEVADA):355\� / 02'0" CUSTOMER: v I SPIRAL#4 CITY OF LAKE • ELSINORE PROJECT NAME: TOP VIEW TUSCANY HILLS PARK LOCATION: LAKE ELSINORE COLUMN CA PROJECT NUMBER. 76366 STRUCTURE TYPE: SINGLE FULL CANTILEVER PRODUCT#202-CUST SIZE: 14'x30'x10'e X SCALE: AS NOTED FINISHED TOC PROVIDE TAPER DRAWING SIZE: 30'-0" (TYP) SURFACE STD SLOPE(1:12) B 4 z _ w _ ro TOC- 0.000 �TOC- 0.000 z = — 1A �lB _ � 1-1/2 EXTRA TURNS w — — = _ TOP&BOTTOM o OF SPIRAL zo ❑ _ d() N w L 00 _ (n o Q oMg 0),90e W M c ❑ w z J N O q o O n v EO O � a V co N y w U ❑ co CANTILEVER 1-112 EXTRA TURNS PROJECTION TOP&BOTTOM OF SPIRAL z LU > 3"(MIN, TYP,UN) Eng.By: AL 02/01/21 2-6 Design By: MMB 02/01/21 Approved By: AL 02/01/21 FOUNDATION LOCATION LAYOUT FOOTING TYPE 02'-6"X 8'-0" SD DRAWING DESCRIPTION: (ELEVATIONS ARE IN FEET) (PIH-EMBEDDED) FOOTING DETAILS (FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS) USE FOR NON-CONSTRAINED CASES DWG. 76366-2.0 PAGE 3000 REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS E APPROVED 0 V USASHADE Ln & Fabric Structures :3 4 Ln 0 0 rn 0 0 00 STRUCTURAL CALCULATIONS N PROJECT: TUSCANY HILLS PARK x t LOCATION: LAKE ELSINORE, CA L 0 Q L Q STRUCTURE: 25 ft x 30 ft x 10 ft HIP UNIT 0 0 0 v \ m / v Ln w 000 >� N Ln 7 1� V �1 7 L In V •L f6 U- W W r) Q Ln Q February 4, 2021 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB INDEX DATE. SSS APPROVED GENERAL INFORMATION ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-31)ANALYSIS GRAPHIC INPUT: Isometric/ Projected views Member and Node Numbers Basic Load Conditions (selected) TEXT REPORT: Global Information Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases (BLC) Summary Load Combination (LC) Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB GENERAL INFORMATION DATE. 555 APPROVED USA Shade Units are constructed from shop-welded Structural Hollow Steel Shapes Sections and Plate Materials. Primary pieces such as Columns, Rafters or Ridges are field bolt connected unless noted otherwise. Once the steel frame is properly erected one or more pieces of HDPE fabric are stretched using sleeve-embedded wirerope cables until the fabric reach a rigid appearance and is securely anchored to the corners and/or edges of the steel frame. The structural analysis of this type of frame supported membrane requires acknowledge that loads applied to the fabric may induce a combination of non- uniform pressure against the HSS members and tension on the cables.This is especially critical when loads such as wind uplift act upon the fabric surface when the attachment is at the steel frame corners (see graphic below). Our Structural analysis approach is to create a web of compression-only members (low or no resistance to tension) linking fabric plate elements to the steel frame at various points through the model. This will provide a more realistic loading mechanism with forces acting on different directions on the steel frame. Figure la. Figure 1b. Corner details show an example of a typical case when the fabric deflects under live load (pressing downward on the rafters on Figure 1a)or uplift wind(Figure 1b). Uplift forces are carried to the frame corner as tension on the cables rather than an otherwise assumed upward uniform load applied to the rafters. CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB PARAMETERS AND ASSUMPTIONS: DATE. 1) CODE COMPLIANCE: CBC 2019 ( based on IBC 55 &AISC 36o-16 ASD 15TH Edition. OVED 2) DESIGN SOFTWARE: Risa3D 17.0 3) BASIC LOAD CONDITIONS: A) Dead Load (DL): Selfweight is calculated by the program. B) Roof Live Load (RLL): 5 psf applied to the fabric. C) Snow Load: 5 psf applied to the fabric. D) Wind Load: Basic wind speed (V): 115 MPH based on the ASCE 7-16 basic wind speed map 26.5-1B for 3 sec gust, Risk Category I I & Exposure C. Refer to next page for detailed Wind Forces calculation. E) Seismic Load: Seismic Design Category: D Building Risk Category : Type II Site Class: D Seismic Risk Category: II Spectral response coefficients: SDS = 1.33 &SD1 = 1 (based on worst case conditions of z.og and 1.og for Ss and S1 respectively) Response Modification Coeff: (Cantilevered Column special frame) (Ra=z 1/2) Seismic Response coefficient(CS): 0.53 Structure DL(see take-off report): 800 Ibs Design Base Shear: V= Cs (W) = 424 Ibs Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. 4) LOAD COMBINATIONS: DL+ LL o.6 DL+WL(UPLIFT) o.6 DL+o.6 WL(XA) DL+0.75[ ILL+o.6 WL(XA) ] o.6 DL+o.6 WL(ZA) DL+0.75[ ILL+o.6 WL(ZA) ] o.6 DL+o.6 WL(XB) DL+0.75[ ILL+o.6 WL(XB) ] o.6 DL+o.6 WL(ZB) DL+0.75[ ILL+0.6 WL(ZB) ] 5) SOILS PARAMETERS: Per section 18o6 and assuming Material Classification Number 5: a)Vertical Foundation Pressure: 1,500 psf b) Lateral Bearing Pressure: 100 psf(zx Allowed by 18o6.3.4) c)A skin friction of 250 PSF is assumed based on section 1810.3.3.1.4 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB WIND FORCE CALCULATION: DATE. 555 Per I BC 2018 section 16o9.1.1 , Wind loads on every building or strLAgPa lLtD determined in accordance with Chapter 26 through 30 of ASCE 7-16. Per ASCE 7-16 Chapter 27.3.2 (Directional Procedure): p = ghXGXCN qh = 0.00256 x KZ x KZt x Kd x Ke x VZ KZ = 0.85 KZt= (1 + K, xKZxK3 )Z K, = 0.00 KZ = 1.00 K3 = 1.00 KZt= (1 + 0.00)z= 1.00 Kd = 0.85 Ke = 1.00 V fabric on= 115 MPH [FABRIC ON] Per IBC 2018 Eq 16-33,the AS Wind Load is\/o.6*V= 89 MPH qZ= 0.00256 x 0.85 x 1.00 x 1.00 x 0.85 x 115 Z = 24.46 PSF[FABRIC ON] G = 0.85 From Figure 27.3-5: Clear wind flow, Roof Angle 0=22.5°, Wind direction y=oo,18o° Load Case A CNW = 1.1 Load Case A CNL = 0.1 Load Case B CNW = -0.1 Load Case B CNL = -0.8 Load Case A p = 24.46 x 0.85 x 1.1 = 22.9 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x 0.1 = 2.08 PSF 115 MPH LEEWARD (FABRIC ON) Load Case B p = 24.46 x 0.85 x (-0.1) _ -2.1 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x(-0.8) _ -17 PSF 115 MPH LEEWARD (FABRIC ON) Worst Case F= 24.46 x o.85 x 1.1 x Af= 22.9 PSF x Tributary Vertical Projected Area Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is 424 Ibs total. CITY OF LAKE ELSINORE BUILDING DIVISION DRILLED PIER FOOTING DESIGN PERMIT#BLDG 2021-0356 BAB PM i.o Non-Constrained Case DATE. �555 05.28 APPROVED Computation of Cast in Place Concrete Footing according to IBC 2018 Table 18o6.2 Vertical Lateral Foundation Bearing Class of Materials Pressure(psf) Ibs/ft'Ift 1.Massive crystalline bedrock 12000 1200 z.Sedimentary and foliated rock 4000 400 3.Sandy gravel and/or gravel(GW and GP) 3000 zoo 4.Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 5.Clay,sandy clay,silty clay,and clayey silt Double this value is (CL,ML,MH,and CH) 1500 10o allowed section 18o6.3.4 Type of soil to use: 5 1500 zoo M07.3.2.1 Nonconstrained Case The following formula may be used in determining the depth of embedment required to resist lateral loads where NO constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Design Reactions,Worst Case(refer to envelope joint reactions) Max Moment= 3011 lb-ft Max Shear(P)= 427 lb,applied lateral force Max Axial= 1712 lb Max Uplift= -1544 Ib Then: b= z diameter of round post or footing or diagonal dimension of square post or footing,feet d= 4.5 depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure (change until it matches formula obtained value) h= 7.1 distance in ft from ground surface to point of application of"P",calculated as Max Moment/Max Shear=30111427 S, = 300.0 allowable lateral soil-bearing pressure as set forth in Table 18o6.2 based on a depth of one third the depth of embedment A= 1.67 and: Match at: 4.5 ft d= 6.0 ft Axial Loading Check: Area of footing= 3.1 ft z Minimum Vertical Reinforcing Steel: Volume of Footing= 18.8 ft 3 As min= 2.26 in' Weight= 2733.2 Ibs #bar= 6 Max Axial Load = 1712.0 Ibs lQty= 6 Total vertical Load= 4445•2 Ibs ASR= 250.0 psf ASR=Allowable Shaft Resistance Section 1810.3.3.1.4(max 500 psf) Friction Resistance= 6283.2 Ibs Excluding upper two feet Actual Load= -1838.0 Ibs Actual Pressure= -585.1 psf =OK is less than allowable Pier Weight+Friction= 3005.46 Ibs Using a safety factor Of 3 Max Uplift= 1544.00 Ibs Actual Lift Force= -1461.46 psf =OK is less than allowable Use a footing with 2.0 ft. Diameter and a minimum of 6.0 ft. Deep CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SSS Z X APPROVED • I . CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB 05.28 PM TY Imo' X DATE. 555. ��!! APPROVED CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB Tx I- Z DATE. 2021 555. APPROVED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB �Y z x DATE. 12.05.29 PM APPROVED CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SSS Z X APPROVED 2M) M96 �M�o M9�' � M69M66Ms� M9a M66M6sM�`M M93 y 63Ms2al M92 6''�60MS9 Mgr MS 22 6 6j•86 3 �2 83 82 6 8� a 00 8p > M11 0) 9 324 328 o_ 330 CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SSS Z X -.00 APPROVED APPROVED -.005ksf ® f 00 f .0 f Ci. t f ff f -.0 f - f -.00 f f f -.0069f f f -.005QP5 f -.0051(540 k 0 k 0 5 05 k O k 5 f -.0 f f 00 0 k f 05 0 k f _ .00 k .005 0 5 k .005 0 5 05 0 05 5 Loads:BLC 2,LL CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SSS Z X -.02 APPROVED -.023 2 .02 2 0� f 2 -.0 -.02 -.023020 s -.023kg?3 2 k - f -.023Ks42 _ f - k - ks - k ks - ksf ks .0 sf ks ksf ksf sf .008k/ft - ksf - f k _ ks - ksf - ksf ksf - sf ks ksf ksf sf k f ksf - s - ksf - ksf ksf f ksf - 2k - ksf - ksf ksf 2k 2ks - 2ksf ksf 2ks - 2ksf 2ksf ksf 2ksf- 2ksf 2ksf 2ksf 2ksf .008k/ft ,77 Loads:BLC 3,WIND XA CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SSS Z X -.023ksf 23ksf APPROVED 3ksf tsf 0sf sf sf sf sf @Rxmsf sf sf sf B1CiBsf 0232SRsf -.023ksf i .008k/ft 0 f0 f f �0 f0 f _f0 f �� �0 �0 f0 f f0 4 o � f p0 .o _. �.o o -.00 f .00 p 00 f -.00 -.002 f -.002 002 .008k/ft Loads:BLC 4,WIND ZA CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SSS Z X APPROVED .008k/ft f .0 .0 f .0 .0 f f 0 .0 f f .0 f .008k/ft 1 .0 0 f f f f 1 s 0 f 1 0 f s .0 f 1 s 17 s 17 s 1 7 1 s s .00@94s 7 77 Loads:BLC 5,WIND XB CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SSS Z X APPROVED .002k .008k/ft .0 .0 0 0 .008k/ft k 1 sf s 17 f 17k f 17ks 17ks Q17k ffl8k/ft 7ksf Loads:BLC 6,WIND ZB CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SSS Z X APPROVED 0 s .0 .0 .o k k ks k 9k 9 0 0 0 0 9k 9k 09k 09 00 9ks 0 .0 0 9k 09k 09k 09 9ks 09 09 .0 09k 009k '0 09ks 09 0 09k 09k k .00 09k 00 09ks . 09k .00 k .00 09ks 09k .009 g 9ks .009 g 09ks .009 009 9ks .009 Loads:BLC 7,UPLIFT CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP TI, (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in A2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness 3 Gravity Acceleration (ft/secA2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Standard Skyline Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16):ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code ACI 318-14 Masonry Code None Aluminum Code None- Building Stainless Steel Code Al SC 14th(360-10):ASD Adjust Stiffness? Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment(in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR_SET_ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Pagel CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ (Global) Model Settings, Continued Seismic Code None Seismic Base Elevation (ft) Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X(sec) Not Entered T Z (sec) Not Entered R X 2.5 R Z 2.5 Footing Overturning Safety Factor 1.5 Optimize for OTM/Sliding No Check Concrete Bearing No Footing Concrete Weight (k/ft^3) .145 Footing Concrete f'c (ksi) 2.5 Footing Concrete Ec ksi 2850 Lambda 1 Footing Steel fy(ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #5 Footing Top Bar Cover (in) 3 Footing Bottom Bar #5 Footing Bottom Bar Cover(in) 3 Pedestal Bar #6 Pedestal Bar Cover (in) 3 Pedestal Ties #3 Hot Rolled Steel Properties Label E si G ksi Nu Therm \1E..Den sit k/ft... Yield ksi Ry Fu si Rt 1 50KSI 29000 11154 .3 .65 .49 50 1.1 58 1.2 2 45KSI 29000 11154 .3 .65 .49 45 1.3 58 1.1 3 W I REROPE 12000 .3 .65 0 86 1.1 58 1.2 General Material Properties Label E [ksi] G [ksil Nu Therm \1E5 F Densit k/ft^3 1 LINK 1 e+6 .3 .65 0 2 FABRIC 1500 .5 .65 0 .002 3 C-ONLY 10 .3 .65 0 Joint Coordinates and Temperatures Label X ft Y ft Z ft Tern F Detach From Dia .. 1 N 1 12.5 14.749 9.385 0 2 N2 12.5 14.749 20.615 0 3 N3 25 10 0 0 4 N4 0 10 0 0 5 N5 0 10 30 0 6 N6 25 10 30 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 2 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern P rF1Detach From Dia .. 7 N7 12.5 14.749 19.211 0 8 N8 12.5 14.749 17.807 0 9 N9 12.5 14.749 16.404 0 10 N10 12.5 14.749 15 0 11 N 11 12.5 14.749 13.596 0 12 N 12 12.5 14.749 12.193 0 13 N 13 12.5 14.749 10.789 0 14 N 14 14.062334 14.155438 8.212 0 15 N 15 15.624667 13.561877 7.039 0 16 N 16 17.187001 12.968315 5.866 0 17 N 17 18.749334 12.374753 4.693 0 18 N 18 20.312999 11.780685 3.519 0 19 N 19 21.875333 11.187123 2.346 0 20 N20 23.437666 10.593562 1.173 0 21 N21 14.062334 14.155438 21.788 0 22 N22 15.624667 13.561877 22.961 0 23 N23 17.187001 12.968315 24.134 0 24 N24 18.749334 12.374753 25.307 0 25 N25 20.312999 11.780685 26.481 0 26 N26 21.875333 11.187123 27.654 0 27 N27 23.437666 10.593562 28.827 0 28 N28 1.86 10.874 4.62 0 29 N29 2.074 10.954 8.075 0 30 N30 2.201 11.003 11.536 0 31 N31 2.244 11.019 15 0 32 N32 2.201 11.003 18.464 0 33 N33 2.074 10.954 21.925 0 34 N34 1.86 10.874 25.38 0 35 N35 3.308 11.424 5.505 0 36 N36 3.439 11.473 8.668 0 37 N37 3.518 11.503 11.833 0 38 N38 3.544 11.513 15 0 39 N39 3.518 11.503 18.167 0 40 N40 3.439 11.473 21.332 0 41 N41 3.308 11.424 24.495 0 42 N42 4.794 11.988 6.388 0 43 N43 4.87 12.017 9.258 0 44 N44 4.916 12.034 12.129 0 45 N45 4.931 12.04 15 0 46 N46 4.916 12.034 17.871 0 47 N47 4.87 12.017 20.742 0 48 N48 4.794 11.988 23.612 0 49 N49 6.314 12.565 7.269 0 50 N50 6.36 12.583 9.846 0 51 N 51 6.387 12.593 12.423 0 52 N52 6.396 12.597 15 0 53 N53 6.387 12.593 17.577 0 54 N54 6.36 12.583 20.154 0 55 N55 6.314 12.565 22.731 0 56 N56 7.813 13.135 8.149 0 57 N57 7.813 13.135 10.433 0 58 N58 7.813 13.135 12.716 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 3 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern P rF1Detach From Dia ... 59 N59 7.813 13.135 15 0 60 N60 7.813 13.135 17.284 0 61 N61 7.813 13.135 19.567 0 62 N62 7.813 13.135 21.851 0 63 N63 9.375 13.728 9.029 0 64 N64 9.375 13.728 11.019 0 65 N65 9.375 13.728 13.01 0 66 N66 9.375 13.728 15 0 67 N67 9.375 13.728 16.99 0 68 N68 9.375 13.728 18.981 0 69 N69 9.375 13.728 20.971 0 70 N70 10.938 14.322 9.909 0 71 N 71 10.938 14.322 11.606 0 72 N 72 10.938 14.322 13.303 0 73 N73 10.938 14.322 15 0 74 N 74 10.938 14.322 16.697 0 75 N75 10.938 14.322 18.394 0 76 N76 10.938 14.322 20.091 0 77 N77 10.937666 14.155438 8.212 0 78 N78 9.375333 13.561877 7.039 0 79 N79 7.812999 12.968315 5.866 0 80 N80 6.250666 12.374753 4.693 0 81 N81 4.687001 11.780685 3.519 0 82 N82 3.124667 11.187123 2.346 0 83 N83 1.562334 10.593562 1.173 0 84 N84 10.937666 14.155438 21.788 0 85 N85 9.375333 13.561877 22.961 0 86 N86 7.812999 12.968315 24.134 0 87 N87 6.250666 12.374753 25.307 0 88 N88 4.687001 11.780685 26.481 0 89 N89 3.124667 11.187123 27.654 0 90 N90 1.562334 10.593562 28.827 0 91 N91 1.563 10.76 28.827 0 92 N92 3.125 10.848 28.654 0 93 N93 4.688 10.922 28.507 0 94 N94 6.25 10.982 28.388 0 95 N95 7.813 11.029 28.295 0 96 N96 9.375 11.063 28.229 0 97 N97 10.938 11.083 28.189 0 98 N98 12.5 11.09 28.176 0 99 N99 14.063 11.083 28.189 0 100 N 100 15.625 11.063 28.229 0 101 N 101 17.188 11.029 28.295 0 102 N 102 18.75 10.982 28.388 0 103 N 103 20.313 10.922 28.507 0 104 N 104 21.875 10.848 28.654 0 105 N 105 3.125 11.354 27.654 0 106 N 106 4.688 11.412 27.54 0 107 N107 6.25 11.459 27.447 0 108 N 108 7.813 11.495 27.375 0 109 N 109 9.375 11.521 27.323 0 110 N 110 10.938 11.537 27.292 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 4 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern P rF1Detach From Dia ... 111 N 111 12.5 11.542 27.282 0 112 N 112 14.063 11.537 27.292 0 113 N 113 15.625 11.521 27.323 0 114 N 114 17.188 11.495 27.375 0 115 N 115 18.75 11.459 27.447 0 116 N116 20.313 11.412 27.54 0 117 N 117 4.688 11.948 26.481 0 118 N118 6.25 11.981 26.414 0 119 N 119 7.813 12.008 26.362 0 120 N 120 9.375 12.027 26.324 0 121 N 121 10.938 12.038 26.302 0 122 N 122 12.5 12.042 26.295 0 123 N 123 14.063 12.038 26.302 0 124 N 124 15.625 12.027 26.324 0 125 N 125 17.188 12.008 26.362 0 126 N 126 18.75 11.981 26.414 0 127 N 127 6.25 12.541 25.307 0 128 N 128 7.813 12.541 25.307 0 129 N 129 9.375 12.541 25.307 0 130 N 130 10.938 12.541 25.307 0 131 N 131 12.5 12.541 25.307 0 132 N 132 14.063 12.541 25.307 0 133 N 133 15.625 12.541 25.307 0 134 N 134 17.188 12.541 25.307 0 135 N 135 7.813 13.135 24.134 0 136 N 136 9.375 13.135 24.134 0 137 N 137 10.938 13.135 24.134 0 138 N 138 12.5 13.135 24.134 0 139 N 139 14.063 13.135 24.134 0 140 N 140 15.625 13.135 24.134 0 141 N 141 9.375 13.728 22.961 0 142 N 142 10.938 13.728 22.961 0 143 N 143 12.5 13.728 22.961 0 144 N 144 14.063 13.728 22.961 0 145 N 145 10.938 14.322 21.788 0 146 N 146 12.5 14.322 21.788 0 147 N 147 23.438 10.3 29.737 0 148 N 148 21.875 10.415 29.509 0 149 N 149 20.313 10.512 29.318 0 150 N 150 18.75 10.591 29.161 0 151 N 151 17.188 10.652 29.04 0 152 N 152 15.625 10.696 28.954 0 153 N 153 14.063 10.722 28.902 0 154 N 154 12.5 10.731 28.885 0 155 N 155 10.938 10.722 28.902 0 156 N 156 9.375 10.696 28.954 0 157 N 157 7.813 10.652 29.04 0 158 N 158 6.25 10.591 29.161 0 159 N 159 4.688 10.512 29.318 0 160 N 160 3.125 10.415 29.509 0 161 N 161 1.563 10.3 29.737 0 162 N 162 0 10.167 30 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 5 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern P rF1Detach From Dia ... 163 N 163 .51 10.361 26.277 0 164 N 164 .876 10.499 22.531 0 165 N 165 1.095 10.583 18.769 0 166 N 166 1.169 10.611 15 0 167 N 167 1.095 10.583 11.231 0 168 N 168 .876 10.499 7.469 0 169 N 169 .51 10.361 3.723 0 170 N 170 23.438 10.3 .263 0 171 N171 21.875 10.415 .491 0 172 N 172 20.313 10.512 .682 0 173 N 173 18.75 10.591 .839 0 174 N 174 17.188 10.652 .96 0 175 N 175 15.625 10.696 1.046 0 176 N 176 14.063 10.722 1.098 0 177 N 177 12.5 10.731 1.115 0 178 N 178 10.938 10.722 1.098 0 179 N 179 9.375 10.696 1.046 0 180 N 180 7.813 10.652 .96 0 181 N 181 6.25 10.591 .839 0 182 N 182 4.688 10.512 .682 0 183 N 183 3.125 10.415 .491 0 184 N184 0 10.167 0 0 185 N 185 1.563 10.3 .263 0 186 N 186 21.875 10.848 1.346 0 187 N 187 20.313 10.922 1.493 0 188 N 188 18.75 10.982 1.612 0 189 N 189 17.188 11.029 1.705 0 190 N 190 15.625 11.063 1.771 0 191 N 191 14.063 11.083 1.811 0 192 N 192 12.5 11.09 1.824 0 193 N 193 10.938 11.083 1.811 0 194 N 194 9.375 11.063 1.771 0 195 N 195 7.813 11.029 1.705 0 196 N 196 6.25 10.982 1.612 0 197 N 197 4.688 10.922 1.493 0 198 N 198 1.563 10.76 1.173 0 199 N 199 3.125 10.848 1.346 0 200 N200 20.313 11.412 2.46 0 201 N201 18.75 11.459 2.553 0 202 N202 17.188 11.495 2.625 0 203 N203 15.625 11.521 2.677 0 204 N204 14.063 11.537 2.708 0 205 N205 12.5 11.542 2.718 0 206 N206 10.938 11.537 2.708 0 207 N207 9.375 11.521 2.677 0 208 N208 7.813 11.495 2.625 0 209 N209 6.25 11.459 2.553 0 210 N210 3.125 11.354 2.346 0 211 N211 4.688 11.412 2.46 0 212 N212 18.75 11.981 3.586 0 213 N213 17.188 12.008 3.638 0 214 N214 15.625 12.027 3.676 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 6 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern P rF1Detach From Dia ... 215 N215 14.063 12.038 3.698 0 216 N216 12.5 12.042 3.705 0 217 N217 10.938 12.038 3.698 0 218 N218 9.375 12.027 3.676 0 219 N219 7.813 12.008 3.638 0 220 N220 4.688 11.948 3.519 0 221 N221 6.25 11.981 3.586 0 222 N222 17.188 12.541 4.693 0 223 N223 15.625 12.541 4.693 0 224 N224 14.063 12.541 4.693 0 225 N225 12.5 12.541 4.693 0 226 N226 10.938 12.541 4.693 0 227 N227 9.375 12.541 4.693 0 228 N228 6.25 12.541 4.693 0 229 N229 7.813 12.541 4.693 0 230 N230 15.625 13.135 5.866 0 231 N231 14.063 13.135 5.866 0 232 N232 12.5 13.135 5.866 0 233 N233 10.938 13.135 5.866 0 234 N234 7.813 13.135 5.866 0 235 N235 9.375 13.135 5.866 0 236 N236 14.063 13.728 7.039 0 237 N237 12.5 13.728 7.039 0 238 N238 9.375 13.728 7.039 0 239 N239 10.938 13.728 7.039 0 240 N240 10.938 14.322 8.212 0 241 N241 12.5 14.322 8.212 0 242 N242 25 10.167 30 0 243 N243 24.49 10.361 26.277 0 244 N244 24.124 10.499 22.531 0 245 N245 23.905 10.583 18.769 0 246 N246 23.831 10.611 15 0 247 N247 23.905 10.583 11.231 0 248 N248 24.124 10.499 7.469 0 249 N249 25 10.167 0 0 250 N250 24.49 10.361 3.723 0 251 N251 23.438 10.76 28.827 0 252 N252 23.14 10.874 25.38 0 253 N253 22.926 10.954 21.925 0 254 N254 22.799 11.003 18.464 0 255 N255 22.756 11.019 15 0 256 N256 22.799 11.003 11.536 0 257 N257 22.926 10.954 8.075 0 258 N258 23.438 10.76 1.173 0 259 N259 23.14 10.874 4.62 0 260 N260 21.875 11.354 27.654 0 261 N261 21.692 11.424 24.495 0 262 N262 21.561 11.473 21.332 0 263 N263 21.482 11.503 18.167 0 264 N264 21.456 11.513 15 0 265 N265 21.482 11.503 11.833 0 266 N266 21.561 11.473 8.668 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 7 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern P rF1Detach From Dia ... 267 N267 21.875 11.354 2.346 0 268 N268 21.692 11.424 5.505 0 269 N269 20.313 11.948 26.481 0 270 N270 20.206 11.988 23.612 0 271 N271 20.13 12.017 20.742 0 272 N272 20.084 12.034 17.871 0 273 N273 20.069 12.04 15 0 274 N274 20.084 12.034 12.129 0 275 N275 20.13 12.017 9.258 0 276 N276 20.313 11.948 3.519 0 277 N277 20.206 11.988 6.388 0 278 N278 18.75 12.541 25.307 0 279 N279 18.686 12.565 22.731 0 280 N280 18.64 12.583 20.154 0 281 N281 18.613 12.593 17.577 0 282 N282 18.604 12.597 15 0 283 N283 18.613 12.593 12.423 0 284 N284 18.64 12.583 9.846 0 285 N285 18.75 12.541 4.693 0 286 N286 18.686 12.565 7.269 0 287 N287 17.188 13.135 24.134 0 288 N288 17.188 13.135 21.851 0 289 N289 17.188 13.135 19.567 0 290 N290 17.188 13.135 17.284 0 291 N291 17.188 13.135 15 0 292 N292 17.188 13.135 12.716 0 293 N293 17.188 13.135 10.433 0 294 N294 17.188 13.135 5.866 0 295 N295 17.188 13.135 8.149 0 296 N296 15.625 13.728 22.961 0 297 N297 15.625 13.728 20.971 0 298 N298 15.625 13.728 18.981 0 299 N299 15.625 13.728 16.99 0 300 N300 15.625 13.728 15 0 301 N301 15.625 13.728 13.01 0 302 N302 15.625 13.728 11.019 0 303 N303 15.625 13.728 7.039 0 304 N304 15.625 13.728 9.029 0 305 N305 14.063 14.322 21.788 0 306 N306 12.5 14.916 20.615 0 307 N307 14.063 14.322 20.091 0 308 N308 12.5 14.916 19.211 0 309 N309 14.063 14.322 18.394 0 310 N310 12.5 14.916 17.807 0 311 N311 14.063 14.322 16.697 0 312 N312 12.5 14.916 16.404 0 313 N313 14.063 14.322 15 0 314 N314 12.5 14.916 15 0 315 N315 14.063 14.322 13.303 0 316 N316 12.5 14.916 13.596 0 317 N317 14.063 14.322 11.606 0 318 N318 12.5 14.916 12.193 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 8 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern P rF1Detach From Dia ... 319 N319 14.063 14.322 8.212 0 320 N320 14.063 14.322 9.909 0 321 N321 12.5 14.916 10.789 0 322 N322 12.5 14.916 9.385 0 323 N323 25 9.333 0 0 324 N324 25 0 0 0 325 N325 0 9.333 0 0 326 N326 0 0 0 0 327 N327 0 9.333 30 0 328 N328 0 0 30 0 329 N329 25 9.333 30 0 330 N330 25 0 30 0 Member Primary Data Label I Joint J Joint K ...R... Section/Shape Type Des i n Li... Material Des i n R... 1 1 M1 I N4 N1 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 2 M2 N3 N1 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 3 M3 N5 N2 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 4 M4 N6 N2 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 5 M5 N1 N2 EXTENSIONS/RIDGE Beam Pie 45KSI Typical 6 M6 N3 N249 RIGID None None LINK TRUSS-R... 7 M7 N1 N322 C-ONLY None None C-ONLY TRUSS-R... 8 M8 N2 N306 C-ONLY None None C-ONLY TRUSS-R... 9 M9 N6 N242 RIGID None None LINK TRUSS-R... 10 M10 N4 N184 RIGID None None LINK TRUSS-R... 11 M11 N3 N323 RAFTERS Column Pie 45KSI TVpical 12 M12 N4 N325 RAFTERS Column Pie 45KSI Typical 13 M13 N5 N327 RAFTERS Column Pie 45KSI Typical 14 M14 N6 N329 RAFTERS Column Pie 45KSI Typical 15 M15 N242 N243 CABLES Beam None WIREROPE Typical 16 M16 N243 N244 CABLES Beam None WIREROPE Typical 17 M17 N244 N245 CABLES Beam None WIREROPE Typical 18 M18 N245 N246 CABLES Beam None WIREROPE Typical 19 M19 N246 N247 CABLES Beam None WIREROPE Typical 20 M20 N247 N248 CABLES Beam None WIREROPE TVpical 21 M21 N248 N250 CABLES Beam None WIREROPE Typical 22 M22 N250 N249 CABLES Beam None WIREROPE Typical 23 M23 N7 N308 C-ONLY None None C-ONLY TRUSS-R... 24 M24 N8 N310 C-ONLY None None C-ONLY TRUSS-R... 25 M25 N9 N312 C-ONLY None None C-ONLY TRUSS-R... 26 M26 N10 N314 C-ONLY None None C-ONLY TRUSS-R... 27 M27 N11 N316 C-ONLY None None C-ONLY TRUSS-R... 28 M28 N12 N318 C-ONLY None None C-ONLY TRUSS-R... 29 M29 N13 N321 C-ONLY None None C-ONLY TRUSS-R... 30 M30 N14 N319 C-ONLY None None C-ONLY TRUSS-R... 31 M31 N15 N303 C-ONLY None None C-ONLY TRUSS-R... 32 M32 N16 N294 C-ONLY None None C-ONLY TRUSS-R... 33 M33 N17 N285 C-ONLY None None C-ONLY TRUSS-R... 34 M34 N18 N276 C-ONLY None None C-ONLY TRUSS-R... 35 M35 N19 N267 C-ONLY None None C-ONLY TRUSS-R... RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 9 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Member Primary Data (Continued) Label I Joint J Joint K ...R... Section/Shape Type Des i n Li... Material Des i n R... 36 M36 N20 N258 C-ONLY None None C-ONLY TRUSS-R... 37 M37 N21 N305 C-ONLY None None C-ONLY TRUSS-R... 38 M38 N22 N296 C-ONLY None None C-ONLY TRUSS-R... 39 M39 N23 N287 C-ONLY None None C-ONLY TRUSS-R... 40 M40 N24 N278 C-ONLY None None C-ONLY TRUSS-R... 41 M41 N25 N269 C-ONLY None None C-ONLY TRUSS-R... 42 M42 N26 N260 C-ONLY None None C-ONLY TRUSS-R... 43 M43 N27 N251 C-ONLY None None C-ONLY TRUSS-R... 44 M44 N77 N240 C-ONLY None None C-ONLY TRUSS-R... 45 M45 N78 N238 C-ONLY None None C-ONLY TRUSS-R... 46 M46 N79 N234 C-ONLY None None C-ONLY TRUSS-R... 47 M47 N80 N228 C-ONLY None None C-ONLY TRUSS-R... 48 M48 N81 N220 C-ONLY None None C-ONLY TRUSS-R... 49 M49 N82 N210 C-ONLY None None C-ONLY TRUSS-R... 50 M50 N83 N198 C-ONLY None None C-ONLY TRUSS-R... 51 M51 N84 N145 C-ONLY None None C-ONLY TRUSS-R... 52 M52 N85 N141 C-ONLY None None C-ONLY TRUSS-R... 53 M53 N86 N135 C-ONLY None None C-ONLY TRUSS-R... 54 M54 N87 N127 C-ONLY None None C-ONLY TRUSS-R... 55 M55 N88 N117 C-ONLY None None C-ONLY TRUSS-R... 56 M56 N89 N105 C-ONLY None None C-ONLY TRUSS-R... 57 M57 N90 N91 C-ONLY None None C-ONLY TRUSS-R... 58 M58 N249 N170 CABLES Beam None WIREROPE Typical 59 M59 N170 N171 CABLES Beam None WIREROPE Typical 60 M60 N171 N172 CABLES Beam None WIREROPE Typical 61 M61 N172 N173 CABLES Beam None WIREROPE Typical 62 M62 N173 N174 CABLES Beam None WIREROPE Typical 63 M63 N174 N175 CABLES Beam None WIREROPE Typical 64 M64 N175 N176 CABLES Beam None WIREROPE Typical 65 M65 N176 N177 CABLES Beam None WIREROPE TVpical 66 M66 N177 N178 CABLES Beam None WIREROPE Typical 67 M67 N178 N179 CABLES Beam None WIREROPE TVpical 68 M68 N179 N180 CABLES Beam None WIREROPE Typical 69 M69 N180 N181 CABLES Beam None WIREROPE TVpical 70 M70 N181 N182 CABLES Beam None WIREROPE Typical 71 M71 N182 N183 CABLES Beam None WIREROPE Typical 72 M72 N183 N185 CABLES Beam None WIREROPE Typical 73 M73 N185 N184 CABLES Beam None WIREROPE Typical 74 M74 N242 N147 CABLES Beam None WIREROPE Typical 75 M75 N147 N148 CABLES Beam None WIREROPE Typical 76 M76 N148 N149 CABLES Beam None WIREROPE Typical 77 M77 N149 N150 CABLES Beam None WIREROPE Typical 78 M78 N150 N151 CABLES Beam None WIREROPE Typical 79 M79 N151 N152 CABLES Beam None WIREROPE Typical 80 M80 N152 N153 CABLES Beam None WIREROPE Typical 81 M81 N153 N154 CABLES Beam None WIREROPE Typical 82 M82 N154 N155 CABLES Beam None WIREROPE Typical 83 M83 N155 N156 CABLES Beam None WIREROPE Typical 84 M84 N156 N157 CABLES Beam None WIREROPE Typical 85 M85 N157 N158 CABLES Beam None WIREROPE Typical 86 M86 N158 N159 CABLES Beam None WIREROPE Typical 87 M87 N159 N160 CABLES Beam None WIREROPE Typical RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Ana1ysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 10 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM k Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Member Primary Data (Continued) Label I Joint J Joint K ...R... Section/Shape Type Des i n Li... Material Des i n R... 88 1 M88 N160 N161 CABLES Beam I None WIREROPE Typical 89 M89 N161 N162 CABLES Beam None WIREROPE Typical 90 M90 N162 N163 CABLES Beam None WIREROPE Typical 91 M91 N163 N164 CABLES Beam None WIREROPE Typical 92 M92 N164 N165 CABLES Beam None WIREROPE Typical 93 M93 N165 N166 CABLES Beam None WIREROPE TVpical 94 M94 N166 N167 CABLES Beam None WIREROPE Typical 95 M95 N167 N168 CABLES Beam None WIREROPE Typical 96 M96 N168 N169 CABLES Beam None WIREROPE Typical 97 M97 N169 N184 CABLES Beam None WIREROPE Typical 98 M98 N323 N324 COLUMNS Column Pie 45KSI Typical 99 M99 N325 N326 COLUMNS Column Pie 45KSI Typical 100 M100 N327 N328 COLUMNS Column Pie 45KSI Typical 101 M101 N329 N330 COLUMNS Column Pie 45KSI Typical 102 M102 N5 N162 RIGID None None LINK TRUSS-R... Hot Rolled Steel Section Sets Label Shape Type Design... Material Des i n...A i... I in4 lzz[in4j J in4 1 COLUMNS 4.5 GA 7 RD. TUBING Column Pie 45KSI Typical 2.547 5.93 5.93 11.861 2 EXTENSIONS/RIDGE 3.5 GA 8 RD. TUBING Beam Pie 45KSI Typical 1.729 2.409 2.409 4.819 3 CABLES 3/8 1 Beam None WIREROPE Typical .11 1 1 1 4 RAFTERS 3.5 GA 8 RD. TUBING Column Pie 45KSI Typical 1.729 2.409 2.409 4.819 General Section Sets Label Shape Type Material A in2 Iyy[in4l Izz in4 J in4 1 RIGID ARB_RIGID_1 None LINK 1 1 e+6 1 e+6 1 e+6 2 C-ONLY RB_C-ONLY 1 None I C-ONLY 1 .1 1 1 1 .1 .1 Joint Boundary Conditions Joint Label X /in Y[k/in] Z Win X Rot. k-ft/rad Y Rot. k-ft/ra Z Rot. k-ft/rad 1 N324 Reaction Reaction Reaction Reaction Reaction Reaction 2 N326 Reaction Reaction Reaction Reaction Reaction Reaction 3 N328 Reaction Reaction Reaction Reaction Reaction Reaction 4 N330 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Cateqory X Gravity Y Gravity Z Gravity Joint Point Distributed Area Me... Surface P... 1 DL DL -1 48 2 ILL ILL 272 3 WIND XA WL 4 128 4 WIND ZA WL 4 144 5 WIND XB WL 4 128 6 WIND ZB WL 4 144 7 UPLIFT WL 272 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 11 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM k Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Load Combinations Description S...P...S...B...Fa...BLC Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 DL + LL Yes C 1 1 2 1 0.6DL + 0.6WL (XA) Yes C 1 .6 3 .6 3 0.6DL + 0.6WL ZAYes 1 .6 4 .6 4 0.6DL + 0.6WL XB C 1 .6 5 .6 5 0.6DL + 0.6WL ZBYes 1 .6 6 .6 6 0.6 DL + WL UPLIFT es C 1 .6 7 1 7 DL +0.75 [ILL+0.6 WL(XA) ] es C 1 1 2 .75 8 DL +0.75 [ILL+0.6WL(ZA) ]Yes C 1 1 2 .75 4 .45 9 DL +0.75 [ILL+0.6 WL(XB) ]Yes C 1 1 2 .75 5 .45 10 DL +0.75 [ILL+0.6 WL(ZB) ]Yes C 1 1 2 .75 6 .45 Envelope Joint Reactions Joint X LC Y LC Z k LC MX[k-ftj LC MY[k-ftI LC MZ k-ft LC 1 N324 max .073 6 1.258 7 .135 7 .512 7 .369 7 3.011 2 min -.427 2 -1.544 6 -.181 3 -1.5 3 -.583 4 -.549 6 3 N326 max .1 8 1.712 7 .098 7 .431 7 .535 6 2.155 2 4 min -.263 4 -1.542 6 -.18 3 -1.498 3 -.588 7 -.499 8 5 N328 max .111 8 1.712 7 .072 6 .389 6 .648 7 2.166 2 6 min -.264 4 -1.544 6 -.231 3 -1.675 3 -.555 6 -.461 8 7 N330 max .075 6 1.258 7 .071 6 .379 6 .535 6 3.006 2 8 min -.425 2 -1.542 6 -.23 3 -1.674 3 -.385 7 -.56 6 9 Totals: max 0 6 5.94 7 0 2 10 min -1.327 2 -6.173 6 -.822 3 Hot Rolled Steel Design Parameters Label Shape Len th... Lbyy[ftl Lbzz ft Lcomp to... Lcomp bo..L-tor... KyV Kzz Cb Func... 1 M1 EXTENSIONS/RIDGE 16.336 Lbyy Lateral 2 M2 EXTENSIONS/RIDGE 16.336 Lbvy Lateral 3 M3 EXTENSIONS/RIDGE 16.336 Lbyy Lateral 4 M4 EXTENSIONS/RIDGE 16.336 Lbyy Lateral 5 M5 EXTENSIONS/RIDGE 11.23 Lbyy Lateral 6 M11 RAFTERS .667 Lbyy Lateral 7 M12 RAFTERS .667 Lbyv Lateral 8 M13 RAFTERS .667 Lbyy Lateral 9 M14 RAFTERS .667 Lbyy Lateral 10 M15 CABLES 3.763 Lbyy Lateral 11 M16 CABLES 3.766 Lbyy Lateral 12 M17 CABLES 3.769 Lbyy Lateral 13 M18 CABLES 3.77 Lbyy Lateral 14 M19 CABLES 3.77 Lbyy Lateral 15 M20 CABLES 3.769 Lbvv Lateral 16 M21 CABLES 3.766 Lbyy Lateral 17 M22 CABLES 3.763 Lbvv Lateral 18 M58 CABLES 1.59 Lbyy Lateral 19 M59 CABLES 1.584 Lbyy Lateral 20 M60 CABLES 1.577 Lbyy Lateral 21 M61 CABLES 1.573 Lb Lateral 22 M62 CABLES 1.568 Lbyy Lateral RISA-3D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 12 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP 'Cr \ Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lb ft Lbzz[ftl Lcomp to...Lcomp bo..L-tor... Kyy Kzz Cb Fu nc... 23 M63 CABLES 1.566 Lbyy Lateral 24 M64 CABLES 1.563 Lbyy Lateral 25 M65 CABLES 1.563 Lbyy Lateral 26 M66 CABLES 1.562 Lbyy Lateral 27 M67 CABLES 1.564 Lbyy Lateral 28 M68 CABLES 1.565 Lbyy Lateral 29 M69 CABLES 1.569 Lbyy Lateral 30 M70 CABLES 1.572 Lbyy Lateral 31 M71 CABLES 1.578 Lbyy Lateral 32 M72 CABLES 1.583 Lbyy Lateral 33 M73 CABLES 1.591 Lbyy Lateral 34 M74 CABLES 1.59 Lbyy Lateral 35 M75 CABLES 1.584 Lbyy Lateral 36 M76 CABLES 1.577 Lbyy Lateral 37 M77 CABLES 1.573 Lbyy Lateral 38 M78 CABLES 1.568 Lbyy Lateral 39 M79 CABLES 1.566 Lbvv Lateral 40 M80 CABLES 1.563 Lbyy Lateral 41 M81 CABLES 1.563 Lbyy Lateral 42 M82 CABLES 1.562 Lbyy Lateral 43 M83 CABLES 1.564 Lbyy Lateral 44 M84 CABLES 1.565 Lbyy Lateral 45 M85 CABLES 1.569 Lbyy Lateral 46 M86 CABLES 1.572 Lbyy Lateral 47 M87 CABLES 1.578 Lbyy Lateral 48 M88 CABLES 1.583 Lbyy Lateral 49 M89 CABLES 1.591 Lbyy Lateral 50 M90 CABLES 3.763 Lbyy Lateral 51 M91 CABLES 3.766 Lbyy Lateral 52 M92 CABLES 3.769 Lbyy Lateral 53 M93 CABLES 3.77 Lbyy Lateral 54 M94 CABLES 3.77 Lbyy Lateral 55 M95 CABLES 3.769 Lbyy Lateral 56 M96 CABLES 3.766 Lbyy Lateral 57 M97 CABLES 3.763 Lbyy Lateral 58 M98 COLUMNS 9.333 Lb Lateral 59 M99 COLUMNS 9.333 Lbyy Lateral 60 M100 COLUMNS 9.333 Lb Lateral 61 M101 COLUMNS 9.333 Lbyy Lateral Envelope AISC 15th(360-16):ASD Steel Code Checks Member Shape Code...Loc ft LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 1 M1 3.5 GA 8 RD. TUBING .284 0 7 .046 0 8 9.423 46.583 4.124 4.124 1.298 H1-1 b 2 M2 3.5 GA 8 RD. TUBING .404 0 7 .068 0 2 9.423 46.583 4.124 4.124 3.037 H1-1 b 3 M3 3.5 GA 8 RD. TUBING .300 0 7 .045 0 2 9.423 46.583 4.124 4.124 1.302 H 1-1 b 4 M4 3.5 GA 8 RD. TUBING .404 0 7 .069 0 2 9.423 46.583 4.124 4.124 3.039 H1-1 b 5 M5 3.5 GA 8 RD. TUBING .133 0 7 .016 11.23 7 19.762 46.583 4.124 4.124 2.092 H1-1 b 6 M11 3.5 GA 8 RD. TUBING .373 0 7 .170 0 4 46.442 46.583 4.124 4.124 1.087 H1-1 b 7 M12 3.5 GA 8 RD. TUBING .172 0 7 .170 0 2 46.442 46.583 4.124 4.124 1.076 H1-1 b 8 M13 3.5 GA 8 RD. TUBING .232 0 8 .189 0 2 46.442 46.583 4.124 4.124 1.047 H1-1 b RISA-31D Version 17.0.0 [LA...\...\...\01 Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 13 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Envelope AISC 15th(360-16):ASD Steel Code Checks (Continued) Member Shape Code...Loc ft LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 9 M14 3.5 GA 8 RD. TUBING .373 0 7 .155 0 4 46.442 46.583 4.124 4.124 1.087 H1-1 b 10 M15 3/81 .160 0 7 9.999 0 4 5.291 5.665 4.291 4.291 1.667 H1-1b" 11 M16 3/81 .181 0 7 9.999 0 4 5.291 5.665 4.291 4.291 1.032 H1-1b* 12 M17 3/81 .176 0 7 9.999 0 4 5.29 5.665 4.291 4.291 1.012 H1-1b* 13 M18 3/81 .172 0 7 7.518 0 4 5.29 5.665 4.291 4.291 1.005 H1-1b* 14 M19 3/81 .171 0 7 7.512 0 4 5.29 5.665 4.291 4.291 1.005 H1-1b* 15 M20 3/81 .178 0 7 9.999 0 4 5.29 5.665 4.291 4.291 1.012 H1-1 b* 16 M21 3/81 .188 0 8 9.999 0 4 5.291 5.665 4.291 4.291 1.08 H1-1b* 17 M22 3/81 .166 0 8 9.999 0 4 5.291 5.665 4.291 4.291 1.667 H1-1b* 18 M58 3/81 .242 0 8 9.999 0 4 5.596 5.665 4.291 4.291 1.667 H1-1a* 19 M59 3/81 .349 0 8 9.999 0 4 5.597 5.665 4.291 4.291 1.027 H1-1 a* 20 M60 3/81 .260 0 8 9.999 0 4 5.597 5.665 4.291 4.291 1.087 H1-1a* 21 M61 3/81 .233 0 8 9.999 0 4 5.598 5.665 4.291 4.291 1.586 H1-1 a* 22 M62 3/81 .211 0 8 9.999 0 4 5.598 5.665 4.291 4.291 1.161 H1-1a* 23 M63 3/81 .198 0 8 9.498 0 4 5.598 5.665 4.291 4.291 1.059 H1-1 b* 24 M64 3/81 .189 0 8 6.562 0 4 5.598 5.665 4.291 4.291 1.035 H1-1b* 25 M65 3/81 .189 0 7 5.177 0 4 5.598 5.665 4.291 4.291 1.041 H1-1 b* 26 M66 3/81 .195 0 7 7.048 0 2 5.599 5.665 4.291 4.291 1.007 H1-1b* 27 M67 3/81 .207 0 7 8.703 0 2 5.598 5.665 4.291 4.291 1.028 H1-1a* 28 M68 3/81 .227 0 7 9.999 0 2 5.598 5.665 4.291 4.291 1.001 H1-1a* 29 M69 3/81 .250 0 7 9.999 0 2 5.598 5.665 4.291 4.291 1.014 H1-1 a* 30 M70 3/81 .277 0 7 9.999 0 215.598 5.665 4.291 4.291 1.013 H1-1a* 31 M71 3/81 .348 0 7 9.999 0 2 5.597 5.665 4.291 4.291 1 H1-1a* 32 M72 3/81 .454 0 7 9.999 0 2 5.597 5.665 4.291 4.291 1.039 H1-1a* 33 M73 3/81 .307 0 7 9.999 0 2 5.596 5.665 4.291 4.291 1.667 H1-1 a* 34 M74 3/81 .200 0 1 9.999 0 4 5.596 5.665 4.291 4.291 1.667 H1-la* 35 M75 3/81 .268 0 1 9.999 0 4 5.597 5.665 4.291 4.291 1.021 H1-1 a* 36 M76 3/81 .232 0 1 9.999 0 4 5.597 5.665 4.291 4.291 1.019 H1-1a* 37 M77 3/81 .207 0 1 9.999 0 4 5.598 5.665 4.291 4.291 1.004 H1-1a* 38 M78 3/81 .197 0 7 9.999 0 4 5.598 5.665 4.291 4.291 1.005 H1-1b* 39 M79 3/81 .193 0 7 9.676 0 4 5.598 5.665 4.291 4.291 1.052 H1-1b* 40 M80 3/81 .189 0 7 6.581 0 4 5.598 5.665 4.291 4.291 1.01 H1-1b* 41 M81 3/81 .188 0 7 5.311 0 4 5.598 5.665 4.291 4.291 1.039 H1-1b* 42 M82 3/81 .195 0 7 6.877 0 2 5.599 5.665 4.291 4.291 1.009 H1-1b* 43 M83 3/81 .207 0 7 8.695 0 2 5.598 5.665 4.291 4.291 1.027 H1-1a* 44 M84 3/81 .225 0 7 9.999 0 2 5.598 5.665 4.291 4.291 1.003 H1-la* 45 M85 3/81 .248 0 7 9.999 0 2 5.598 5.665 4.291 4.291 1.01 H1-1 a* 46 M86 3/81 .283 0 7 9.999 0 2 5.598 5.665 4.291 4.291 1.011 H1-1a* 47 M87 3/81 .337 0 7 9.999 0 2 5.597 5.665 4.291 4.291 1.016 H1-1 a* 48 M88 3/81 .460 0 7 9.999 0 2 5.597 5.665 4.291 4.291 1.077 H1-1 a* 49 M89 3/81 .301 0 7 9.999 0 2 5.596 5.665 4.291 4.291 1.667 H1-1 a* 50 M90 3/81 .201 0 7 9.999 0 2 5.291 5.665 4.291 4.291 1.667 H1-la* 51 M91 3/81 .202 0 7 9.999 0 2 5.291 5.665 4.291 4.291 1.118 H1-1a* 52 M92 3/81 .199 0 7 9.999 0 2 5.29 5.665 4.291 4.291 1.017 H1-1b* 53 M93 3/81 .178 0 7 9.999 0 2 5.29 5.665 4.291 4.291 1.009 H1-1b* 54 M94 3/81 .178 0 7 9.999 0 2 5.29 5.665 4.291 4.291 1.008 H1-1b* 55 M95 3/81 .193 0 7 9.999 0 2 5.29 5.665 4.291 4.291 1.016 H1-1b* 56 M96 3/81 .213 0 7 9.999 0 2 5.291 5.665 4.291 4.291 1.114 H1-1a* 57 M97 3/81 .190 0 7 9.999 0 2 5.291 5.665 4.291 4.291 1.667 H1-1 b* 58 M98 4.5 GA 7 RD. TUBING .394 9.333 2 .093 9.333 4 48.144 68.625 7.854 7.854 2.101 H1-1 b 59 M99 4.5 GA 7 RD. TUBING .290 9.333 2 .093 9.333 2 48.144 68.625 7.854 7.854 1.697 H 1-1 b 60 M100 4.5 GA 7 RD. TUBING .292 9.333 2 .103 9.333 2 48.144 68.625 7.854 7.854 1.705 H1-1 b RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 14 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures,Inc. PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 25FT x 30FT x 1 OFT HIP Tf\ Envelope AISC 15th(360-16):ASD Steel Code Checks (Continued) Member Shape Code...Loc ft LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 6 1 M101 1 4.5 GA 7 RD. TUBING 1 .393 19.33312 1 .085 19.333 4 48.144 68.625 7.854 7.854 2.097 H1-1 b Material Takeoff Material Size Pieces Len th ft Wei h K 1 General 2 LINK ARB RIGID 1 4 .7 0 3 C-ONLY ARB C-ONLY 1 37 6.2 0 4 Total General 41 6.8 ■ 0 5 6 Hot Rolled Steel 7 45KSI 3.5 GA 8 RD. TUBING 9 79.2 .5 8 45KSI 4.5 GA 7 RD. TUBING 4 37.3 .3 9 WIREROPE 3/81 48 110.6 0 10 Total HR Steel 61 227.2 .8 11 12 Plate Elements Thickness in Volume de3 13 FABRIC .3 272 .7 0 14 Total Plates 272 .7 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\3.0\25x30x10 HIP IBC 2018.r3d] Page 15 CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB Code Check ( ) DATE.02ti8f2021 12.05.33 PM No Calc SSS >1.0 .90-1.0 z x APPROVED .50-:75 0-50 U _ 7 19 A S 2N 28 9 '23 � •27 N �9 .79 ,�g •20 • '27 '23 4g 0 rn M Member Code Checks Displayed(Enveloped) Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC OT BE GENERAL NOTES STRUCTURES WITHOUT THEIHALL WRIT NOTICE REPRODUCED DESIGN LOADS FABRIC TOP NEEDS TO BE REMOVED IF SNOW EXCEEDING BUILDING CODE CBC 2019(BASED ON IBC 2018) S PSF IS ANTICIPATED LIVE LOADS 5 PSF SNOW LOAD 5 PSF FABRIC TOP NEEDS TO WIND LOADS 115 MPH1 BE REMOVED IF WINDS EXCEEDING USASHADE 3-Sec.Gust,RISK CATEGORY II& 115 MPH ARE ANTICIPATED, EXPOSURE C 1A SEE NOTE 1 OF DESIGN LOADS &Fabric Structures 1.-115 MPH ACCORDING THE ULTIMATE WIND SPEED MAPS OF ASCE 7-16 IS EQUIVALENT TO THE NOMINAL WIND SPEED OF 90 MPH ACCORDING ASCE 7-05 AND IBC 2018 EQ 16-33. ��� 5 i i i CORPORATE HEADQUARTERS i 2580 ESTERS BLVD.,SUITE 100 i 4 DFW AIRPORT,TX 75261 STRUCTURAL STEEL 800-966-5005 1.-ALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C, i UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS i y T= CERTIFICATIONS: PRODUCTS: -L IAS CERTIFICATION No:FA-428 SQUARE AND RECTANGULAR 50,000 PSI YIELD /62,000 PSI TENSILE CLARK COUNTY MANUFACTURER ROUND PIPE 46,000 PSI YIELD/62,000 PSI TENSILE 2 CERTIFICATION NUMBER(NEVADA):355 CUSTOMER: 2.-ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM A500, I I _ CITY OF LAKE TYPICAL MECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS: 9,10,11,12,13 ROUND TUBE 45,000 PSI YIELD/48,000 PSI TENSILE ELSINORE 3:ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50. PROJECT NAME: 4:ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING ' TUSCANY HILLS THE IN-LINE ELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLY 6 I PARK COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS I I LOCATION: MANUFACTURED BY ALLIED TUBE&CONDUIT. LAKE ELSINORE 5: STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN I I CA ACCORDANCE WITH A.I.S.C.SPECIFICATIONS. 1D I I PROJECT NUMBER. 6.-ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST I 1B 76366 EDITION OF THE AMERICAN WELDING SOCIETY(AWS)D1.1 SPECIFICATIONS.ALL WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS 7 �I STRUCTURE TYPE: OTHERWISE SHOWN OR NOTED ON DRAWINGS.ALL WELDS SHALL DEVELOP THE I Il HIP FULL STRENGTH OF THE WEAKER MEMBER.ALL WELDS SHALL BE MADE USING E70XX.045 WIRE. PRODUCT# 401.5 7:SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD SIZE: CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED).ALL 8 25'X 30'X 1We FILLET WELDS SHALL BE A MINIMUM OF 3/16"UNLESS OTHERWISE NOTED.FIELD SCALE:AS NOTED WELDS SHALL NOT BE ALLOWED. DRAWING SIZE: 8:ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A325 TYPE 1 OR A490 B TYPE 1.ALL NUTS SHALL COMPLY WITH ASTM A563DH,AND WASHERS SHALL COMPLY WITH ASTM F436. a O Z w 9:ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT Y CONDITION. Q = V 10.-ALL STAINLESS STEEL BOLTS/STUDS SHALL COMPLY WITH ASTM F-593,ALLOY 1C LU M GROUP 1 OR 2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2. Lu 11.-ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT(2.5 TO 3.5 0 MILS THICK MIN).THIS COAT IS A WEATHER RESISTANT POWDER COATING BASED o c ON POLYESTER TGIC(MANUFACTURED BY SHERWIN WILLIAMS OR TIGER DRYLAC). TO ACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPER TREATMENT AND DRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER ISOMETRIC VIEW (TGIC)SPECIFICATIONS SHALL BE AS FOLLOWS: Z -PENCIL HARDNESS(ASTM D-3363) O HUMIDITY(ASTM D-2247) SOLVENT RESISTANCE(PCI METHOD)-50 DBL RUBS SL.SOFTNES � z FABRIC SPECIFICATION o a M 1.- FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET w y ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE .. G MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. LIST OF MATERIALS 2.-FABRIC SPECIFICATIONS: SOLID COLORS STRIPE COLORS ITEM QTY. DESCRIPTION MATERIAL/DWG SMI PART No. w w -TEAR STRENGTH WARP 220.4622 LB WARP 182.9836LB 1A 1 COLUMN ROUND TUBING 4.5 GA 7 PIH-450-146-300-SIN WEFT 462.9707 LB WEFT401.2413LB 1B 1 COLUMN ROUND TUBING 4.5GA7 PIH-450-146-300-SIN KEY PERFORMANCE INDICATOR -BURST STRENGTH 37.7098 PSIA 33.0686 PSIA 1C 1 COLUMN ROUND TUBING 4.5 GA 7 PIH-450-146-300-SIN FADING MINIMUM FADING AFTER 5 YEARS WELDING LENGTH(FT) 26.16 LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUS 1D 1 COLUMN ROUND TUBING 4.5 GA 7 PIH-450-146-300-SIN PAINT AREA(SQF) 138 v w EXPOSURE TO THE SUN 2 4 RAFTER ROUND TUBING 3.5 GA 8 350RAF-F5 Z m 3 4 EXTENSION ROUND TUBING 3.5 GA 8 EXT-350-185 FABRIC AREA(SQF) 750 3:FIRE TEST ON FABRIC:NFPA 701 TEST 2 AND ASTM E 84 FABRIC WEIGHT(LBS) 3P 25 Eng.By: AL 02/02/21 4 2 CROSSPIECE ROUND TUBING 3.5 GA 8 350CP-F5 4:THREAD-PTFE (TEFLON)USED MEET THE FOLLOWING SPECIFICATIONS: HIGH 5 1 RIDGE ROUND TUBING 3.5 GA 8 RID-350-125 F TOTAL WEIGHT(LBS) 945 Design By: MEE 02/02/21 STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION 6 1 FABRIC 30'X 25' HDPE MESH AREA:750 SQF,WEIGHT:32.3 LBS Approved By: AL 02/02/21 RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH - 1200 DENIER. 7 1 125 FT OF 03/8"CABLE 3/8"CABLE GALVANIZED STEEL 308175 DRAWING DESCRIPTION: CHAINSTITCH THREAD-2400 DENIER. 8 4 03/8"CABLE CLAMP GALVANIZED 307629 AIRCRAFT CABLE 9 4 01/2"-13NC x 4 1/2"HEX BOLT 18-8 SS 104311 CODE ANALYSIS NOTES/LOM 10 4 01/2"-13NC HEX NUT 18-8 SS 307621 1.- WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE 11 8 01/2'.FLAT WASHER 18-8 SS 307645 BUILDING OCCUPANCY CONSTRUCTION TYPE AREA(SQF) OCCUPANT LOAD DWG. a WITH A BREAKING STRENGTH VALUE OF 14,400 LBS(3/8"DIAMETER). 12 8 01/2"FLAT WASHER DELRIN(ACETAL) 308083 76366-3.0 ? SHADE STRUCTURE U V-B 750 N/A PAGE 13 4 01/2"SPLIT LOCK WASHER 18-8 SS 117028 25'-0"x 30'-0" w 2.- CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE 1000 PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS (DESIGNED PURPOSELY UNDERSIZED)REACH A TAUNT APPEARANCE.ANY LONG REV. a TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE AI = RE-TIGHTENING VISITS AS REQUIRED. 'V CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES AND SHALL NOT BE PLAN NORTH MACHINE SWAGED EXTENSION TO REPRODUCED WITHOUT THEIR WRITTEN X FIT SNUGLY INSIDE CROSSPIECE ARM PERMISSION. (±1/16"TOLERANCE 2 PL.) (L) (TYP) (A) RIDGE 6" 4 3/4" EXTENSION 1A 16 FOR TRUE NORTH s, SEE CUSTOMER'S �o ZIG-ZAG USASHADE SITE PLAN STITCH FABRIC &Fabric ftructures \\ // MACHINE SWAGED CROSSPIECE TO FIT SNUGLY INSIDE RIDGE CABLE \ / (±1/16"TOLERANCE) CROSSPIECE 3116 PFABRIC OCKET CORPORATE HEADQUARTERS 2580 ESTERS BLVD.,SUITE 100 \\ // DFW AIRPORT,TX 75261 \\ // 800-966-5005 DETAIL 1 SECTION A-A / CERTIFICATIONS: Ol (CW) IAS CERTIFICATION No:FA-428 — — RAFTER CERTIFICATIONCLARK N UMBER(NEVADATY E 355 \ / B MACHINE SWAGED RAFTER TO CUSTOMER: FIT I r3/16 (±1/1S6"TOLENUGLY INSIDE RANCE)XTENSION CITY IN LAKE CABLE I , FABRICELSINORE / FABRIC PROJECT NAME: CABLE TERMINATION / // / TUSCANY HILLS END"B" PARK SET LOCATION: 1/8 LAKE ELSINORE \� CABLE CLAMP CA FABRIC PIN (2 EACH SIDE) CONNECTORA 12 RD.TUBINGPROJECT NUMBER. CABLE TERMINATION 76366 9,11D 1C END"A" STRUCTURE TYPE: HIP 2 TOP VIEW DETAIL 2 VIEW B-B PRODUCT# 401.5 (SCHEMATIC VIEW ONLY) SIZE: TABLE OF DIMENSIONS KEY 25'x 30'x 10'e L LENGTH SCALE:AS NOTED TABLE OF DIMENSIONS W WIDTH DRAWING SIZE: (L) (W) (A) (H)MIN (C)MIN (R) (HT)MIN (CW) (CL) (D) A DISTANCE FROM COLUMN TO CROSSPIECE B 30'-0" 25'-0" 9'4" 10'-0" 9'-2" 4'-8" 14'-8" 0'-8" U-10" 39'-1/2" H DISTANCE FROM FINISHED SURFACE TO PIN J Z C DISTANCE FROM FINISHED SURFACE TO CUP a w R RAISE FROM RAFTER TO CROSSPIECE Y HT TOTAL HEIGHT Q v CL FABRIC CATENARY-LENGTH w 3 w CW FABRIC CATENARY-WIDTH D DIAGONAL Lu o i \ z O c.� � z zz O O a U M L)w w w c Z fA H W 2 O' Z I I Z 2 g U Z K Eng.By: AL 02/02/21 Design By: MEE 02/02/21 Approved By: AL 02/02/21 DRAWING DESCRIPTION: FINISHED FINISHED VIEWS&DETAILS \ SURFACE SURFACE DWG. a 76366-3.0 > 1D / 1C 1C 1B PAGE w FOR FOOTING AND \ _ i FRONT ELEVATION SIDE ELEVATION 2000 MOUNTING DETAIL (SCHEMATIC VIEW ONLY) (SCHEMATIC VIEW ONLY) g REFER TO PAGE 3000 REV. NC x CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE OPERTY OF USA SHADE AND REINFORCED CONCRETE NOTES PLAN NORTH PRSTRUCTURES AND SHALL NOT BE FABRIC REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301 AND BUILDING CODE ACI 318. (1) CONCRETE SPECIFICATIONS,SHALL BE AS FOLLOWS: -28 DAY STRENGTH:2500 PSI FOR TRUE NORTH -SLUMP: 3-5 SEE CUSTOMER'S -PORTLAND CEMENT SHALL CONFORM TO C-150 AGGREGATE SHALL CONFORM TO ASTM C-33 SITE PLAN USAS HAD E &Fabric Structures 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60;AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301,ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE. 3:ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE)SHALL COMPLY CORPORATE HEADQUARTERS WITH ASTM F-1554 GRADE 55(GALVANIZED). 2580 ESTERS BLVD.,SUITE 100 4: X DFW AIRPORT,TX 75261 ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH (TYP) 800-966-5005 OF 5000 PSI,AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109,ASTM C939,ASTM C1090,ASTM C1107,WHEN APPLICABLE. i VERTICAL REBAR CERTIFICATIONS: 5:SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2,CLASS:5 //� 6#6 IAS CERTIFICATION No:FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER(NEVADA):355 ��- CUSTOMER: \� CITY OF LAKE SPIRAL#3 ELSINORE PROJECT NAME: TUSCANY HILLS PARK TOP VIEW LOCATION: LAKE ELSINORE CA PROJECT NUMBER. 76366 COLUMN STRUCTURE TYPE: HIP PRODUCT# 401.5 SIZE: 25'x30'x10'e SCALE: AS NOTED DRAWING SIZE: B FINISHED TIC PROVIDE TAPER 4 (D SURFACE STD SLOPE(1:12) W J Y Q = Lu 1-1/2 EXTRA TURNS o z — TOP&BOTTOM _ OF SPIRAL_ W LU v I o Q W I p N ❑ pp\\ O ❑ V w I a Co LU N i+1 W 7 — O Z_ O 7 F Z n O O a o I / 0: U i O V) .. W o W ❑ rn rn a W LU W J a. W 1-1/2 EXTRA TURNS TOP&BOTTOM OF SPIRAL v LU LU z Eng.By: AL 02/02/21 3"(MIN, TYP UN) Design By: MEE 02/02/21 2'-0° Approved By: AL 02/02/21 DRAWING DESCRIPTION: FOOTING TYPE 02'-0"X 6'-0" S FOOTING DETAILS (PIH-EMBEDDED) DWG. m USE FOR NON-CONSTRAINED CASES 76366-3.0 'a PAGE 3000 n REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS E APPROVED 0 V USASHADE ro Ln & Fabric Structures :3 4 Ln 0 0 Ln rn 0 0 00 STRUCTURAL CALCULATIONS N PROJECT: TUSCANY HILLS PARK x ~ LOCATION: LAKE ELSINORE, CA t 0 0 L Q STRUCTURE: 15 ft X 20 ft X 12 ft SINGLE FULL CANTILEVER HIP UNIT 0 0 o_ a) :Ll M L a1 Ln N W o 00 Ln N to V 1 7 Ln V �ll L- n m Li W Uj r) Q lq Q In February 4, 2021 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB INDEX DATE. SSS APPROVED GENERAL INFORMATION ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-31)ANALYSIS GRAPHIC INPUT: Isometric/ Projected views Member and Node Numbers Basic Load Conditions (selected) TEXT REPORT: Global Information Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases (BLC) Summary Load Combination (LC) Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB GENERAL INFORMATION DATE. 555 APPROVED USA Shade Units are constructed from shop-welded Structural Hollow Steel Shapes Sections and Plate Materials. Primary pieces such as Columns, Rafters or Ridges are field bolt connected unless noted otherwise. Once the steel frame is properly erected one or more pieces of HDPE fabric are stretched using sleeve-embedded wirerope cables until the fabric reach a rigid appearance and is securely anchored to the corners and/or edges of the steel frame. The structural analysis of this type of frame supported membrane requires acknowledge that loads applied to the fabric may induce a combination of non- uniform pressure against the HSS members and tension on the cables.This is especially critical when loads such as wind uplift act upon the fabric surface when the attachment is at the steel frame corners (see graphic below). Our Structural analysis approach is to create a web of compression-only members (low or no resistance to tension) linking fabric plate elements to the steel frame at various points through the model. This will provide a more realistic loading mechanism with forces acting on different directions on the steel frame. Figure la. Figure 1b. Corner details show an example of a typical case when the fabric deflects under live load (pressing downward on the rafters on Figure 1a)or uplift wind(Figure 1b). Uplift forces are carried to the frame corner as tension on the cables rather than an otherwise assumed upward uniform load applied to the rafters. CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB PARAMETERS AND ASSUMPTIONS: DATE. 1) CODE COMPLIANCE: CBC 2019 ( based on IBC 55 &AISC 36o-16 ASD 15TH Edition. OVED z) DESIGN SOFTWARE: Risa3D 17.0 3) BASIC LOAD CONDITIONS: A) Dead Load (DL): Selfweight is calculated by the program. B) Roof Live Load (RLL): 5 psf applied to the fabric. C) Snow Load: 5 psf applied to the fabric. D) Wind Load: Basic wind speed (V): 115 MPH based on the ASCE 7-16 basic wind speed map 26.5-1B for 3 sec gust, Risk Category I I & Exposure C. Refer to next page for detailed Wind Forces calculation. E) Seismic Load: Seismic Design Category: D Building Risk Category : Type II Site Class: D Seismic Risk Category: II Spectral response coefficients: SDS = 1.33 &SD1 = 1 (based on worst case conditions of z.og and 1.og for Ss and S1 respectively) Response Modification Coeff: (Cantilevered Column special frame) (Ra=z 1/2) Seismic Response coefficient(CS): 0.53 Structure DL(see take-off report): i,600 Ibs Design Base Shear: V= Cs (W) = 848 Ibs Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. 4) LOAD COMBINATIONS: DL+ LL o.6 DL+WL(UPLIFT) o.6 DL+o.6 WL(XA) DL+0.75[ ILL+o.6 WL(XA) ] o.6 DL+o.6 WL(ZA) DL+0.75[ ILL+o.6 WL(ZA) ] o.6 DL+o.6 WL(XB) DL+0.75[ ILL+o.6 WL(XB) ] o.6 DL+o.6 WL(ZB) DL+0.75[ ILL+0.6 WL(ZB) ] 5) SOILS PARAMETERS: Per section 18o6 and assuming Material Classification Number 5: a)Vertical Foundation Pressure: 1,500 psf b) Lateral Bearing Pressure: 100 psf(zx Allowed by 18o6.3.4) c)A skin friction of 250 PSF is assumed based on section 1810.3.3.1.4 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB WIND FORCE CALCULATION: DATE. 555 Per I BC 2018 section 16o9.1.1 , Wind loads on every building or strLAgPa lLtD determined in accordance with Chapter 26 through 30 of ASCE 7-16. Per ASCE 7-16 Chapter 27.3.2 (Directional Procedure): p = ghXGXCN qh = 0.00256 x KZ x KZt x Kd x Ke x VZ KZ = 0.85 KZt= (1 + K, xKZxK3 )Z K, = 0.00 KZ = 1.00 K3 = 1.00 KZt= (1 + 0.00)z= 1.00 Kd = 0.85 Ke = 1.00 V fabric on= 115 MPH [FABRIC ON] Per IBC 2018 Eq 16-33,the AS Wind Load is\/o.6*V= 89 MPH qZ= 0.00256 x 0.85 x 1.00 x 1.00 x 0.85 x 115 Z = 24.46 PSF[FABRIC ON] G = 0.85 From Figure 27.3-5: Clear wind flow, Roof Angle 0=22.5°, Wind direction y=oo,18o° Load Case A CNW = 1.1 Load Case A CNL = 0.1 Load Case B CNW = -0.1 Load Case B CNL = -0.8 Load Case A p = 24.46 x 0.85 x 1.1 = 22.9 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x 0.1 = 2.08 PSF 115 MPH LEEWARD (FABRIC ON) Load Case B p = 24.46 x 0.85 x (-0.1) _ -2.1 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x(-0.8) _ -17 PSF 115 MPH LEEWARD (FABRIC ON) Worst Case F= 24.46 x o.85 x 1.1 x Af= 22.9 PSF x Tributary Vertical Projected Area Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is 848 Ibs total. CITY OF LAKE ELSINORE BUILDING DIVISION DRILLED PIER FOOTING DESIGN PERMIT#BLDG 2021-0356 BAB PM i.o Non-Constrained Case DATE. �555 05.35 APPROVED Computation of Cast in Place Concrete Footing according to IBC 208 Table 18o6.2 Vertical Lateral Foundation Bearing Class of Materials Pressure(psf) Ibs/ft'Ift 1.Massive crystalline bedrock 12000 1200 z.Sedimentary and foliated rock 4000 400 3.Sandy gravel and/or gravel(GW and GP) 3000 zoo 4.Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 5.Clay,sandy clay,silty clay,and clayey silt Double this value is (CL,ML,MH,and CH) 1500 10o allowed section 18o6.3.4 Type of soil to use: 5 1500 zoo M07.3.2.1 Nonconstrained Case The following formula may be used in determining the depth of embedment required to resist lateral loads where NO constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Design Reactions,Worst Case(refer to envelope joint reactions) Max Moment= 11977 lb-ft Max Shear(P)= 250 lb,applied lateral force Max Axial= 1869 lb Max Uplift= -820 lb Then: b= 2.5 diameter of round post or footing or diagonal dimension of square post or footing,feet d= 5.8 depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure (change until it matches formula obtained value) h= 47.9 distance in ft from ground surface to point of application of"P",calculated as Max Moment/Max Shear=11977/250 S, = 386.7 allowable lateral soil-bearing pressure as set forth in Table 18o6.2 based on a depth of one third the depth of embedment A= o.61 and: Match at: 5.9 ft d= 8.o ft Axial Loading Check: Area of footing= 4.9 ft z Minimum Vertical Reinforcing Steel: Volume of Footing= 39.3 ft 3 As min= 7.07 in' Weight= 5694.2 Ibs #bar= 8 Max Axial Load = 1869.o Ibs lQty= 9 Total vertical Load= 7563.2 Ibs ASR= 250.0 psf ASR=Allowable Shaft Resistance Section 1810.33.1.4(max 500 psf) Friction Resistance= 11781.o Ibs Excluding upper two feet Actual Load= -4217.9 Ibs Actual Pressure= -859.3 psf =OK is less than allowable Pier Weight+Friction= 5825.05 Ibs Using a safety factor Of 3 Max Uplift= 820.00 Ibs Actual Lift Force= -5005.05 psf OK is less than allowable Use a footing with 2.5 ft. Diameter and a minimum of 8.0 ft. Deep CITY OF LAKE ELSINORE BUILDING DIVISION ,y PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB x DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION �Y PERMIT#BLDG 2021-0356 BAB x DATE. SSS APPROVED I I Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION ,y PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED M9 3 e �071 a8a �1� \8�M82M M3a M 8 0 0�199M98M9� M3 ASiLj94 �g`L O N12 Solution:Envelope CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED .01 k/ft -.023 - 3 � _0� f -.02 - ksfL sf -.028 - f 2 f 2 2 ksf -.023kQ� sf - 2 f _ - _ ksf + + + ++ + s 7 sf 01 k/ft 2ksf + 7 2 } } +} }+} + }+ + +{ 2ksf _ fsf - 2ksf 2ksf + + + 2ksf { Loads:BLC 3,WIND XA CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED �fsf 023ksf 3W3ksf"sf f sf f f f rsf f f Ozmf#1#sf -.023ksf .01k/ � + / 7Z- 00.00.00 + 00 00 -.ob 0 -.002. -.002 Loads:BLC 4,WIND ZA CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED 01 k/ft 2 —7'— . f f f 2k 2 2 f 2k . 2k 2k 2 (y2k 2k 2k 7 ks 2k 2k 2k k �� . 0 2k } } + + ++ Q2ks 2k 2k .0 } } + + } \ f + ks 2k k 2k A- } + 2ks 2k + + 2ks ks } } 2ks } ks { { Loads:BLC 5,WIND XB CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED -.01 k/ft .017 -4- -.01 Q0� Q0 0 6 f .002ksf Loads:BLC 6,WIND ZB CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS APPROVED .009 .0 .0g .0 .0 .00 9 .009 9 .009 9 9 9 9 9 .0 00 00 9 00 9 .00 .009 .009 00. .009 i 009 Loads:BLC 7, UPLIFT CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in A2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% 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) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Standard Skyline Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16):ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code ACI 318-14 Masonry Code None Aluminum Code None- Building Stainless Steel Code Al SC 14th(360-10):ASD Adjust Stiffness? Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment(in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR_SET_ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Pagel CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ (Global) Model Settings, Continued Seismic Code None Seismic Base Elevation (ft) Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X(sec) Not Entered T Z (sec) Not Entered R X 2.5 R Z 2.5 Footing Overturning Safety Factor 1.5 Optimize for OTM/Sliding No Check Concrete Bearing No Footing Concrete Weight (k/ftA3) .145 Footing Concrete f'c (ksi) 2.5 Footing Concrete Ec ksi 2850 Lambda 1 Footing Steel fy(ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #5 Footing Top Bar Cover (in) 3 Footing Bottom Bar #5 Footing Bottom Bar Cover(in) 3 Pedestal Bar #8 Pedestal Bar Cover (in) 3 Pedestal Ties #4 Hot Rolled Steel Properties Label E si G ksi Nu Therm \1E..Den sit k/ft... Yield ksi Ry Fu si Rt 1 50KSI 29000 11154 .3 .65 .49 50 1.1 58 1.2 2 45KSI 29000 11154 .3 .65 .49 45 1.3 58 1.1 3 W I REROPE 12000 .3 .65 0 86 1.1 58 1.2 General Material Properties Label E [ksi] G [ksil Nu Therm \1E5 F Densit k/ftA3 1 LINK 1 e+6 .3 .65 0 2 FABRIC 1500 .5 .65 0 .002 3 C-ONLY 10 .3 .65 0 4 STEEL 29000 11154 .3 .65 .49 Joint Coordinates and Temperatures Label X Ift] Y Ift] Z ft Tern P[F1 Detach From Dia .. 1 N1 15. 12 .289 0 2 N2 0.417 12 .289 0 3 N3 0.417 12 19.699 0 4 N4 15. 12 19.699 0 5 N5 0.417 12 0 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 2 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 6 N6 15. 12 0 0 7 N7 0 12 0 0 8 N8 0 0 0 0 9 N9 0.417 12 20 0 10 N10 15. 12 20 0 11 N11 0 12 20 0 12 N12 0 0 20 0 13 N 13 0 12.648 0 0 14 N 14 0 12.648 20 0 15 N29 0.417 12 .138 0 16 N30 15. 12 .138 0 17 N31 0.417 12 19.861 0 18 N32 15. 12 19.861 0 19 N33 7.7085 14.513 3.939 0 20 N34 7.7085 14.513 16.049 0 21 N35 15. 12.666 .289 0 22 N36 0.417 12.666 .289 0 23 N37 0.417 12.666 19.699 0 24 N 38 15. 12.666 19.699 0 25 N39 7.7085 14.513 14.548 0 26 N40 7.7085 14.513 13.047 0 27 N41 7.7085 14.513 11.444 0 28 N42 7.7085 14.513 9.943 0 29 N43 7.7085 14.513 8.442 0 30 N44 7.7085 14.513 6.901 0 31 N45 7.7085 14.513 5.42 0 32 N46 8.619 14.282 3.483 0 33 N47 9.5325 14.051 3.026 0 34 N48 10.443 13.82 2.57 0 35 N49 11.355 13.59 2.114 0 36 N50 12.2655 13.359 1.658 0 37 N51 13.1775 13.127 1.201 0 38 N52 14.0895 12.897 .745 0 39 N53 8.619 14.282 16.505 0 40 N 54 9.531 14.052 16.961 0 41 N 55 10.4415 13.821 17.417 0 42 N56 11.3535 13.59 17.874 0 43 N 57 12.2655 13.359 18.33 0 44 N58 13.176 13.128 18.786 0 45 N59 14.0865 12.897 19.242 0 46 N60 1.503 13.066 3.021 0 47 N61 1.626 13.098 5.3 0 48 N62 1.701 13.117 7.641 0 49 N63 1.7265 13.123 9.943 0 50 N64 1.701 13.117 12.245 0 51 N65 1.626 13.098 14.648 0 52 N66 1.503 13.066 16.947 0 53 N67 2.346 13.28 3.365 0 54 N68 2.4225 13.299 5.53 0 55 N 69 2.469 13.311 7.756 0 56 N70 2.484 13.315 9.943 0 57 N71 2.469 13.311 12.13 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 3 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 58 N72 2.4225 13.299 14.417 0 59 N 73 2.346 13.28 16.602 0 60 N74 3.213 13.5 3.708 0 61 N 75 3.258 13.511 5.76 0 62 N76 3.285 13.518 7.871 0 63 N77 3.294 13.52 9.943 0 64 N 78 3.285 13.518 12.015 0 65 N79 3.258 13.511 14.188 0 66 N80 3.213 13.5 16.259 0 67 N81 4.0995 13.724 4.051 0 68 N82 4.1265 13.731 5.988 0 69 N83 4.143 13.735 7.986 0 70 N84 4.1475 13.736 9.943 0 71 N 85 4.143 13.735 11.901 0 72 N86 4.1265 13.731 13.959 0 73 N87 4.0995 13.724 15.917 0 74 N88 4.974 13.946 4.393 0 75 N89 4.974 13.946 6.217 0 76 N90 4.974 13.946 8.1 0 77 N91 4.974 13.946 9.943 0 78 N92 4.974 13.946 11.786 0 79 N93 4.974 13.946 13.731 0 80 N94 4.974 13.946 15.574 0 81 N95 5.886 14.176 4.735 0 82 N96 5.886 14.176 6.445 0 83 N97 5.886 14.176 8.214 0 84 N98 5.886 14.176 9.943 0 85 N99 5.886 14.176 11.672 0 86 N 100 5.886 14.176 13.503 0 87 N 101 5.886 14.176 15.232 0 88 N 102 6.7965 14.407 5.078 0 89 N 103 6.7965 14.407 6.673 0 90 N 104 6.7965 14.407 8.328 0 91 N 105 6.7965 14.407 9.943 0 92 N 106 6.7965 14.407 11.558 0 93 N 107 6.7965 14.407 13.275 0 94 N 108 6.7965 14.407 14.89 0 95 N 109 6.798 14.282 3.483 0 96 N 110 5.8845 14.051 3.026 0 97 N 111 4.974 13.82 2.57 0 98 N 112 4.0635 13.59 2.114 0 99 N 113 3.1515 13.359 1.658 0 100 N 114 2.2395 13.127 1.201 0 101 N 115 1.3275 12.897 .745 0 102 N 116 6.798 14.282 16.505 0 103 N 117 5.886 14.052 16.961 0 104 N 118 4.9755 13.821 17.417 0 105 N 119 4.0635 13.59 17.874 0 106 N 120 3.1515 13.359 18.33 0 107 N 121 2.241 13.128 18.786 0 108 N 122 1.3305 12.897 19.242 0 109 N 123 1.329 13.022 19.242 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 4 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 110 N 124 2.2395 13.056 19.175 0 111 N 125 3.1515 13.085 19.118 0 112 N 126 4.0635 13.109 19.072 0 113 N 127 4.974 13.127 19.036 0 114 N128 5.886 13.14 19.01 0 115 N 129 6.7965 13.148 18.995 0 116 N 130 7.7085 13.15 18.989 0 117 N 131 8.6205 13.148 18.995 0 118 N132 9.531 13.14 19.01 0 119 N 133 10.443 13.127 19.036 0 120 N 134 11.355 13.109 19.072 0 121 N 135 12.2655 13.085 19.118 0 122 N 136 13.1775 13.056 19.175 0 123 N 137 2.2395 13.253 18.786 0 124 N 138 3.1515 13.275 18.742 0 125 N 139 4.0635 13.294 18.706 0 126 N 140 4.974 13.308 18.678 0 127 N 141 5.886 13.318 18.658 0 128 N 142 6.7965 13.324 18.646 0 129 N 143 7.7085 13.326 18.642 0 130 N 144 8.6205 13.324 18.646 0 131 N 145 9.531 13.318 18.658 0 132 N 146 10.443 13.308 18.678 0 133 N 147 11.355 13.294 18.706 0 134 N 148 12.2655 13.275 18.742 0 135 N 149 3.1515 13.484 18.33 0 136 N 150 4.0635 13.497 18.304 0 137 N 151 4.974 13.507 18.284 0 138 N 152 5.886 13.515 18.269 0 139 N 153 6.7965 13.519 18.261 0 140 N 154 7.7085 13.52 18.258 0 141 N 155 8.6205 13.519 18.261 0 142 N 156 9.531 13.515 18.269 0 143 N 157 10.443 13.507 18.284 0 144 N 158 11.355 13.497 18.304 0 145 N 159 4.0635 13.715 17.874 0 146 N 160 4.974 13.715 17.874 0 147 N 161 5.886 13.715 17.874 0 148 N 162 6.7965 13.715 17.874 0 149 N 163 7.7085 13.715 17.874 0 150 N 164 8.6205 13.715 17.874 0 151 N 165 9.531 13.715 17.874 0 152 N 166 10.443 13.715 17.874 0 153 N 167 4.974 13.946 17.417 0 154 N 168 5.886 13.946 17.417 0 155 N 169 6.7965 13.946 17.417 0 156 N 170 7.7085 13.946 17.417 0 157 N 171 8.6205 13.946 17.417 0 158 N 172 9.531 13.946 17.417 0 159 N 173 5.886 14.176 16.961 0 160 N 174 6.7965 14.176 16.961 0 161 N 175 7.7085 14.176 16.961 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20xl 2.R3D] Page 5 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 162 N 176 8.6205 14.176 16.961 0 163 N 177 6.7965 14.407 16.505 0 164 N 178 7.7085 14.407 16.505 0 165 N 179 14.0895 12.843 19.596 0 166 N 180 13.1775 12.888 19.508 0 167 N 181 12.2655 12.926 19.433 0 168 N 182 11.355 12.956 19.372 0 169 N 183 10.443 12.98 19.325 0 170 N 184 9.531 12.997 19.292 0 171 N 185 8.6205 13.007 19.272 0 172 N 186 7.7085 13.011 19.265 0 173 N 187 6.7965 13.007 19.272 0 174 N 188 5.886 12.997 19.292 0 175 N 189 4.974 12.98 19.325 0 176 N 190 4.0635 12.956 19.372 0 177 N 191 3.1515 12.926 19.433 0 178 N 192 2.2395 12.888 19.508 0 179 N 193 1.329 12.843 19.596 0 180 N 194 0.417 12.791 19.699 0 181 N 195 0.714 12.867 17.296 0 182 N 196 0.9285 12.921 14.884 0 183 N 197 1.056 12.953 12.364 0 184 N 198 1.098 12.964 9.943 0 185 N 199 1.056 12.953 7.522 0 186 N200 0.9285 12.921 5.064 0 187 N201 0.714 12.867 2.672 0 188 N202 14.0895 12.843 .391 0 189 N203 13.1775 12.888 .48 0 190 N204 12.2655 12.926 .554 0 191 N205 11.355 12.956 .615 0 192 N206 10.443 12.98 .662 0 193 N207 9.531 12.997 .696 0 194 N208 8.6205 13.007 .716 0 195 N209 7.7085 13.011 .723 0 196 N210 6.7965 13.007 .716 0 197 N211 5.886 12.997 .696 0 198 N212 4.974 12.98 .662 0 199 N213 4.0635 12.956 .615 0 200 N214 3.1515 12.926 .554 0 201 N215 2.2395 12.888 .48 0 202 N216 0.417 12.791 .289 0 203 N217 1.329 12.843 .391 0 204 N218 13.1775 13.056 .812 0 205 N219 12.2655 13.085 .869 0 206 N220 11.355 13.109 .916 0 207 N221 10.443 13.127 .952 0 208 N222 9.531 13.14 .978 0 209 N223 8.6205 13.148 .993 0 210 N224 7.7085 13.15 .998 0 211 N225 6.7965 13.148 .993 0 212 N226 5.886 13.14 .978 0 213 N227 4.974 13.127 .952 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 6 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 214 N228 4.0635 13.109 .916 0 215 N229 3.1515 13.085 .869 0 216 N230 1.329 13.022 .745 0 217 N231 2.2395 13.056 .812 0 218 N232 12.2655 13.275 1.246 0 219 N233 11.355 13.294 1.282 0 220 N234 10.443 13.308 1.31 0 221 N235 9.531 13.318 1.33 0 222 N236 8.6205 13.324 1.342 0 223 N237 7.7085 13.326 1.346 0 224 N238 6.7965 13.324 1.342 0 225 N239 5.886 13.318 1.33 0 226 N240 4.974 13.308 1.31 0 227 N241 4.0635 13.294 1.282 0 228 N242 2.2395 13.253 1.201 0 229 N243 3.1515 13.275 1.246 0 230 N244 11.355 13.497 1.684 0 231 N245 10.443 13.507 1.704 0 232 N246 9.531 13.515 1.718 0 233 N247 8.6205 13.519 1.727 0 234 N248 7.7085 13.52 1.73 0 235 N249 6.7965 13.519 1.727 0 236 N250 5.886 13.515 1.718 0 237 N251 4.974 13.507 1.704 0 238 N252 3.1515 13.484 1.658 0 239 N253 4.0635 13.497 1.684 0 240 N254 10.443 13.715 2.114 0 241 N255 9.531 13.715 2.114 0 242 N256 8.6205 13.715 2.114 0 243 N257 7.7085 13.715 2.114 0 244 N258 6.7965 13.715 2.114 0 245 N259 5.886 13.715 2.114 0 246 N260 4.0635 13.715 2.114 0 247 N261 4.974 13.715 2.114 0 248 N262 9.531 13.946 2.57 0 249 N263 8.6205 13.946 2.57 0 250 N264 7.7085 13.946 2.57 0 251 N265 6.7965 13.946 2.57 0 252 N266 4.974 13.946 2.57 0 253 N267 5.886 13.946 2.57 0 254 N268 8.6205 14.176 3.026 0 255 N269 7.7085 14.176 3.026 0 256 N270 5.886 14.176 3.026 0 257 N271 6.7965 14.176 3.026 0 258 N272 6.7965 14.407 3.483 0 259 N273 7.7085 14.407 3.483 0 260 N274 15. 12.791 19.699 0 261 N275 14.703 12.867 17.296 0 262 N276 14.49 12.921 14.884 0 263 N277 14.361 12.953 12.364 0 264 N278 14.319 12.964 9.943 0 265 N279 14.361 12.953 7.522 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 7 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 266 N280 14.49 12.921 5.064 0 267 N281 15. 12.791 .289 0 268 N282 14.703 12.867 2.672 0 269 N283 14.0895 13.022 19.242 0 270 N284 13.9155 13.066 16.947 0 271 N285 13.791 13.098 14.648 0 272 N286 13.716 13.117 12.245 0 273 N287 13.6905 13.123 9.943 0 274 N288 13.716 13.117 7.641 0 275 N289 13.791 13.098 5.3 0 276 N290 14.0895 13.022 .745 0 277 N291 13.9155 13.066 3.021 0 278 N292 13.1775 13.253 18.786 0 279 N293 13.071 13.28 16.602 0 280 N294 12.9945 13.299 14.417 0 281 N295 12.948 13.311 12.13 0 282 N296 12.933 13.315 9.943 0 283 N297 12.948 13.311 7.756 0 284 N298 12.9945 13.299 5.53 0 285 N299 13.1775 13.253 1.201 0 286 N300 13.071 13.28 3.365 0 287 N301 12.2655 13.484 18.33 0 288 N302 12.204 13.5 16.259 0 289 N303 12.159 13.511 14.188 0 290 N304 12.1335 13.518 12.015 0 291 N305 12.1245 13.52 9.943 0 292 N306 12.1335 13.518 7.871 0 293 N307 12.159 13.511 5.76 0 294 N308 12.2655 13.484 1.658 0 295 N309 12.204 13.5 3.708 0 296 N310 11.355 13.715 17.874 0 297 N311 11.3175 13.724 15.917 0 298 N312 11.2905 13.731 13.959 0 299 N313 11.274 13.735 11.901 0 300 N314 11.2695 13.736 9.943 0 301 N315 11.274 13.735 7.986 0 302 N316 11.2905 13.731 5.988 0 303 N317 11.355 13.715 2.114 0 304 N318 11.3175 13.724 4.051 0 305 N319 10.443 13.946 17.417 0 306 N320 10.443 13.946 15.574 0 307 N321 10.443 13.946 13.731 0 308 N322 10.443 13.946 11.786 0 309 N323 10.443 13.946 9.943 0 310 N324 10.443 13.946 8.1 0 311 N325 10.443 13.946 6.217 0 312 N326 10.443 13.946 2.57 0 313 N327 10.443 13.946 4.393 0 314 N328 9.531 14.176 16.961 0 315 N329 9.531 14.176 15.232 0 316 N330 9.531 14.176 13.503 0 317 N331 9.531 14.176 11.672 0 RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 8 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 318 N332 9.531 14.176 9.943 0 319 N333 9.531 14.176 8.214 0 320 N334 9.531 14.176 6.445 0 321 N335 9.531 14.176 3.026 0 322 N336 9.531 14.176 4.735 0 323 N337 8.6205 14.407 16.505 0 324 N338 7.7085 14.638 16.049 0 325 N339 8.6205 14.407 14.89 0 326 N340 7.7085 14.638 14.548 0 327 N341 8.6205 14.407 13.275 0 328 N342 7.7085 14.638 13.047 0 329 N343 8.6205 14.407 11.558 0 330 N344 7.7085 14.638 11.444 0 331 N345 8.6205 14.407 9.943 0 332 N346 7.7085 14.638 9.943 0 333 N347 8.6205 14.407 8.328 0 334 N348 7.7085 14.638 8.442 0 335 N349 8.6205 14.407 6.673 0 336 N350 7.7085 14.638 6.901 0 337 N351 8.6205 14.407 3.483 0 338 N352 8.6205 14.407 5.078 0 339 N353 7.7085 14.638 5.42 0 340 N354 7.7085 14.638 3.939 0 Member Primary Data Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 1 1 M1 N7 N6 BEAMS Beam Tube 50KSI Typical 2 M2 N13 N8 COLUMNS Column Tube 50KSI Typical 3 M3 N11 N10 BEAMS Beam Tube 50KSI Typical 4 M4 N14 N12 COLUMNS Column Tube 50KSI Typical 5 M13 N30 N6 RIGID None None LINK TRUSS-R... 6 M14 N29 N5 RIGID None None LINK TRUSS-R... 7 M15 N9 N31 RIGID None None LINK TRUSS-R... 8 M16 N10 N32 RIGID None None LINK TRUSS-R... 9 M17 N32 N4 PLATES Beam None 50KSI Typical 10 M18 N31 N3 PLATES Beam None 50KSI Typical 11 M19 N29 N2 PLATES Beam None 50KSI Typical 12 M20 N30 N1 PLATES Beam None 50KSI Typical 13 M21 N36 N33 EXTENSION/RIDGE Beam Pie 45KSI Typical 14 M22 N35 N33 EXTENSION/RIDGE Beam Pie 45KSI Typical 15 M23 N37 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 16 M24 N38 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 17 M25 N33 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 18 M26 N35 N281 RIGID None None LINK TRUSS-R... 19 M27 N33 N354 C-ONLY None None C-ONLY TRUSS-R... 20 M28 N34 N338 C-ONLY None None C-ONLY TRUSS-R... 21 M29 N38 N274 RIGID None None LINK TRUSS-R... 22 M30 N36 N216 RIGID None None LINK TRUSS-R... 23 M31 N274 N275 CABLES Beam None WIREROPE Typical 24 M32 N275 N276 CABLES Beam None WIREROPE Typical RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 9 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 25 M33 N276 N277 CABLES Beam None WIREROPE Typical 26 M34 N277 N278 CABLES Beam None WIREROPE Typical 27 M35 N278 N279 CABLES Beam None WIREROPE Typical 28 M36 N279 N280 CABLES Beam None WIREROPE Typical 29 M37 N280 N282 CABLES Beam None WIREROPE Typical 30 M38 N282 N281 CABLES Beam None WIREROPE Typical 31 M39 N39 N340 C-ONLY None None C-ONLY TRUSS-R... 32 M40 N40 N342 C-ONLY None None C-ONLY TRUSS-R... 33 M41 N41 N344 C-ONLY None None C-ONLY TRUSS-R... 34 M42 N42 N346 C-ONLY None None C-ONLY TRUSS-R... 35 M43 N43 N348 C-ONLY None None C-ONLY TRUSS-R... 36 M44 N44 N350 C-ONLY None None C-ONLY TRUSS-R... 37 M45 N45 N353 C-ONLY None None C-ONLY TRUSS-R... 38 M46 N46 N351 C-ONLY None None C-ONLY TRUSS-R... 39 M47 N47 N335 C-ONLY None None C-ONLY TRUSS-R... 40 M48 N48 N326 C-ONLY None None C-ONLY TRUSS-R... 41 M49 N49 N317 C-ONLY None None C-ONLY TRUSS-R... 42 M50 N50 N308 C-ONLY None None C-ONLY TRUSS-R... 43 M51 N51 N299 C-ONLY None None C-ONLY TRUSS-R... 44 M52 N52 N290 C-ONLY None None C-ONLY TRUSS-R... 45 M53 N53 N337 C-ONLY None None C-ONLY TRUSS-R... 46 M54 N54 N328 C-ONLY None None C-ONLY TRUSS-R... 47 M55 N55 N319 C-ONLY None None C-ONLY TRUSS-R... 48 M56 N56 N310 C-ONLY None None C-ONLY TRUSS-R... 49 M57 N57 N301 C-ONLY None None C-ONLY TRUSS-R... 50 M58 N58 N292 C-ONLY None None C-ONLY TRUSS-R... 51 M59 N59 N283 C-ONLY None None C-ONLY TRUSS-R... 52 M60 N109 N272 C-ONLY None None C-ONLY TRUSS-R... 53 M61 N110 N270 C-ONLY None None C-ONLY TRUSS-R... 54 M62 N111 N266 C-ONLY None None C-ONLY TRUSS-R... 55 M63 N112 N260 C-ONLY None None C-ONLY TRUSS-R... 56 M64 N113 N252 C-ONLY None None C-ONLY TRUSS-R... 57 M65 N114 N242 C-ONLY None None C-ONLY TRUSS-R... 58 M66 N115 N230 C-ONLY None None C-ONLY TRUSS-R... 59 M67 N116 N177 C-ONLY None None C-ONLY TRUSS-R... 60 M68 N117 N173 C-ONLY None None C-ONLY TRUSS-R... 61 M69 N118 N167 C-ONLY None None C-ONLY TRUSS-R... 62 M70 N119 N159 C-ONLY None None C-ONLY TRUSS-R... 63 M71 N120 N149 C-ONLY None None C-ONLY TRUSS-R... 64 M72 N121 N137 C-ONLY None None C-ONLY TRUSS-R... 65 M73 N122 N123 C-ONLY None None C-ONLY TRUSS-R... 66 M74 N281 N202 CABLES Beam None WIREROPE Typical 67 M75 N202 N203 CABLES Beam None WIREROPE Typical 68 M76 N203 N204 CABLES Beam None WIREROPE Typical 69 M77 N204 N205 CABLES Beam None WIREROPE Typical 70 M78 N205 N206 CABLES Beam None WIREROPE T ical 71 M79 N206 N207 CABLES Beam None WIREROPE Tvpical 72 M80 N207 N208 CABLES Beam None WIREROPE Typical 73 M81 N208 N209 CABLES Beam None WIREROPE Typical 74 M82 N209 N210 CABLES Beam None WIREROPE Typical 75 M83 N210 N211 CABLES Beam None WIREROPE Typical 76 M84 N211 N212 CABLES Beam None WIREROPE Typical RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 10 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 77 M85 N212 N213 CABLES Beam None WIREROPE Typical 78 M86 N213 N214 CABLES Beam None WIREROPE Typical 79 M87 N214 N215 CABLES Beam None WIREROPE Typical 80 M88 N215 N217 CABLES Beam None WIREROPE Typical 81 M89 N217 N216 CABLES Beam None WIREROPE Typical 82 M90 N274 N179 CABLES Beam None WIREROPE Typical 83 M91 N179 N180 CABLES Beam None WIREROPE Typical 84 M92 N180 N181 CABLES Beam None WIREROPE T ical 85 M93 N181 N182 CABLES Beam None WIREROPE Typical 86 M94 N182 N183 CABLES Beam None WIREROPE Typical 87 M95 N183 N184 CABLES Beam None WIREROPE Typical 88 M96 N184 N185 CABLES Beam None WIREROPE Typical 89 M97 N185 N186 CABLES Beam None WIREROPE Typical 90 M98 N186 N187 CABLES Beam None WIREROPE Typical 91 M99 N187 N188 CABLES Beam None WIREROPE Typical 92 M100 N188 N189 CABLES Beam None WIREROPE Typical 93 M101 N189 N190 CABLES Beam None WIREROPE Typical 94 M102 N190 N191 CABLES Beam None WIREROPE Typical 95 M103 N191 N192 CABLES Beam None WIREROPE Typical 96 M104 N192 N193 CABLES Beam None WIREROPE Typical 97 M105 N193 N194 CABLES Beam None WIREROPE Typical 98 M106 N194 N195 CABLES Beam None WIREROPE Typical 99 M107 N195 N196 CABLES Beam None WIREROPE Typical 100 M108 N196 N197 CABLES Beam None WIREROPE Typical 101 M109 N197 N198 CABLES Beam None WIREROPE Typical 102 M110 N198 N199 CABLES Beam None WIREROPE Typical 103 M111 N199 N200 CABLES Beam None WIREROPE Typical 104 M112 N200 N201 CABLES Beam None WIREROPE Typical 105 M113 N201 N216 CABLES Beam None WIREROPE Typical 106 M114 N37 N194 RIGID None None LINK TRUSS-R... 107 M115 N3 N37 RAFTERS Column Pie 45KSI Typical 108 M116 N4 N38 RAFTERS Column Pie 45KSI Typical 109 M117 N1 N35 RAFTERS Column Pie 45KSI Typical 110 M118 N2 N36 RAFTERS Column Pie 45KSI Typical Hot Rolled Steel Section Sets Label Shape Type Design... Material Design...A i... IyV[in4l Izz rin4l J in4 1 COLUMNS HSS10X10X4 Column Tube 50KSI Typical 8.96 141 141 220 2 EXTENSION/RIDGE 2.5 GA 11 RD. TUBING Beam Pie 45KSI Typical .897 .637 .637 1.274 3 CABLES 1/4 5 Beam None WIREROPE Typical .049 5 5 5 4 RAFTERS 2.5 GA 11 RD. TUBING Column Pie 45KSI Typical .897 .637 .637 1.274 5 PLATES 1.0x7.0 HRA Beam None 50KSI Typical 7 28.583 .583 2.123 6 BEAMS HSS8X6X4 Beam Tube 50KSI Typical 6.17 36.4 56.6 70.3 General Section Sets Label Shape Type Material A[in2l Iyy[in4l Izz in4 J in4 1 RIGID ARB RIGID 11 None I LINK 1 1 1 e+6 I 1 e+6 1 e+6 2 C-ONLY RB_C-ONLY None C-ONLY .1 1 .1 RISA-3D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 11 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Joint Boundary Conditions Joint Label X /in Y[k/in] Z Win X Rot. k-ft/rad Y Rot. k-ft/ra Z Rot. k-fUrad 1 N8 Reaction Reaction Reaction Reaction Reaction Reaction 2 N12 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Cateqory X Gravity Y Gravity Z Gravity Joint Point Distributed Area Me... Surface P... 1 DL DL -1 48 2 ILL 272 3 WIND XA WL 2 128 4 WIND ZA WL 2 144 5 WIND XB WL 2 128 6 WIND ZB WL 2 144 7 UPLIFT WL 272 Load Combinations Description S...P...S...B...Fa...BLC Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 DL + LL Yes C 1 1 2 1 2 0.6DL + 0.6WL XA C 1 .6 3 .6 3 0.6DL + 0.6WL (ZA) Yes C 1 .6 4 .6 4 0.6DL + 0.6WL XB C 1 .6 5 .6 5 0.6DL + 0.6WL ZBYes 1 .6 6 .6 6 0.6 DL+ WL UPLIFTYes C 1 .6 7 1 7 DL +0.75 [ILL+0.6 WL(XA) ]Yes C 1 1 2 .75 3 .45 8 DL +0.75 [ILL+0.6WL(ZA) ] esC 1 1 2 .75 4 .45 9 DL +0.75 [ILL+0.6 WL(XB) ]Yes C 1 1 2 .75 5 .45 10 DL +0.75 [ILL+0.6 WL(ZB) ]Yes C 1 1 2 .75 6 .45 Envelope Joint Reactions Joint X LC Y LC Z k LC MX k-ft LC MY[k-ftj LC MZ[k-ftj LC 1 N8 max .197 1 4 1.85 7 .178 7 1.655 7 .408 3 11.699 7 2 min -.25 2 -.809 6 -.185 6 -1.85 6 -.306 5 -8.295 6 3 N 12 max .194 4 1.869 7 .185 6 1.725 6 .415 3 11.977 7 4 min -.248 2 -.82 6 -.197 8 -1.698 8 -.256 5 -8.468 6 5 Totals: max .391 4 3.72 7 .253 5 6 min -.498 2 -1.629 6 -.298 3 Hot Rolled Steel Design Parameters Label Shape Length... Lb ft Lbzz ft Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 1 M1 BEAMS 15 Lbyy Lateral 2 M2 COLUMNS 12.648 Lbyy Lateral 3 M3 BEAMS 15 Lbyy Lateral 4 M4 COLUMNS 12.648 Lbyy Lateral 5 M17 PLATES .162 Lbyy Lateral 6 M18 PLATES .162 Lbyy Lateral 7 M19 PLATES .151 Lb Lateral 8 M20 PLATES .151 Lbyy Lateral RISA-3D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 12 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lb ft Lbzz[ftl Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 9 M21 EXTENSION/RIDGE 8.361 Lbyy Lateral 10 M22 EXTENSION/RIDGE 8.361 Lbyy Lateral 11 M23 EXTENSION/RIDGE 8.361 Lbyy Lateral 12 M24 EXTENSION/RIDGE 8.361 Lbyy Lateral 13 M25 EXTENSION/RIDGE 12.11 Lbyy Lateral 14 M31 CABLES 2.422 Lbyy Lateral 15 M32 CABLES 2.422 Lbyy Lateral 16 M33 CABLES 2.524 Lbyy Lateral 17 M34 CABLES 2.421 Lbyy Lateral 18 M35 CABLES 2.421 Lbyy Lateral 19 M36 CABLES 2.462 Lbyy Lateral 20 M37 CABLES 2.402 Lbyy Lateral 21 M38 CABLES 2.403 Lbyy Lateral 22 M74 CABLES .918 Lbyy Lateral 23 M75 CABLES .917 Lbyy Lateral 24 M76 CABLES .916 Lbyy Lateral 25 M77 CABLES .913 Lbvy Lateral 26 M78 CABLES .914 Lbyy Lateral 27 M79 CABLES .913 Lbyy Lateral 28 M80 CABLES .911 Lbyy Lateral 29 M81 CABLES .912 Lbyy Lateral 30 M82 CABLES .912 Lbyy Lateral 31 M83 CABLES .911 Lbyy Lateral 32 M84 CABLES .913 Lbyy Lateral 33 M85 CABLES .912 Lbyy Lateral 34 M86 CABLES .915 Lbyy Lateral 35 M87 CABLES .916 Lbyy Lateral 36 M88 CABLES .916 Lbyy Lateral 37 M89 CABLES .919 Lbyy Lateral 38 M90 CABLES .918 Lbyy Lateral 39 M91 CABLES .917 Lbyy Lateral 40 M92 CABLES .916 Lbyy Lateral 41 M93 CABLES .913 Lbyy Lateral 42 M94 CABLES .914 Lbyy Lateral 43 M95 CABLES .913 Lbyy Lateral 44 M96 CABLES .911 Lbyy Lateral 45 M97 CABLES .912 Lbyy Lateral 46 M98 CABLES .912 Lbyy Lateral 47 M99 CABLES .911 Lbyy Lateral 48 M100 CABLES .913 Lbyy Lateral 49 M101 CABLES .912 Lbyy Lateral 50 M102 CABLES .915 Lbyy Lateral 51 M103 CABLES .916 Lbyy Lateral 52 M104 CABLES .916 Lbyy Lateral 53 M105 CABLES .919 Lbvv Lateral 54 M106 CABLES 2.422 Lbyy Lateral 55 M107 CABLES 2.422 Lbyy Lateral 56 M108 CABLES 2.523 Lbyy Lateral 57 M109 CABLES 2.421 Lbyy Lateral 58 M110 CABLES 2.421 Lbyy Lateral 59 M111 CABLES 2.462 Lbyy Lateral 60 M112 CABLES 2.402 Lbyy Lateral RISA-31D Version 17.0.0 [L:\...\..A..\01_Structural Analysis\1.0\1 5x20x1 2.R3D] Page 13 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI 'Cr \ Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lb ft Lbzz[ftl Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 61 1 M113 CABLES 2.403 Lbyy Lateral 62 M115 RAFTERS .666 Lbyy Lateral 63 M116 RAFTERS .666 Lbyy Lateral 64 M117 RAFTERS .666 Lbyy Lateral 65 M118 RAFTERS .666 Lbyy Lateral Envelope RISC 15th(360-16):ASD Steel Code Checks Member Shape Code...Lo c[ftj LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 1 M1 HSS8X6X4 .231 0 7 .040 0 7 123.636184.731 31.838 42.166 1.782 H1-1b 2 M2 HSS10X10X4 .207 12.6... 7 .008 12.6... Z 3 224.277268.263 65.881 65.881 1.084 H1-1b 3 M3 HSS8X6X4 .238 0 7 .046 0 7 123.636 184.731 31.838 42.166 1.823 H1-1 b 4 M4 HSS10X10X4 .208 12.6... 7 .008 12.6... Z 3 224.277268.263 65.881 65.881 1.081 H1-1b 5 M17 1.0x7.0 HRA .064 0 7 .173 .162 6 208.887209.581 30.564 4.366 2.153 H1-1b 6 M 18 1.0x7.0 HRA .065 0 7 .152 .1 62 6 208.887 209.581 30.564 4.366 1.188 H 1-1 b 7 M19 1.0x7.0 HRA .062 0 7 .147 .151 6 208.978209.581 30.564 4.366 1.275 HI-lb 8 M20 1.0x7.0 HRA .022 0 6 .202 .151 6 208.978 209.581 30.564 4.366 1.387 H 1-1 b 9 M21 2.5 GA 11 RD. TUBING .429 0 7 .051 0 7 9.51 24.177 1.528 1.528 2.977 H1-1b 10 M22 2.5 GA 11 RD. TUBING .129 8.361 6 .042 8.361 7 9.51 24.177 1.528 1.528 2.375 H1-1 b 11 M23 2.5 GA 11 RD. TUBING .427 0 7 .051 0 7 9.51 24.177 1.528 1.528 2.937 H1-1b 12 M24 2.5 GA 11 RD. TUBING .269 0 7 .038 0 7 9.51 24.177 1.528 1.528 2.916 H1-1 b 13 M25 2.5 GA 11 RD. TUBING .147 10.7... 7 .015 12.11 8 4.533 24.177 1.528 1.528 1.409 H1-1V 14 M31 1/4 5 .102 0 7 9.999 0 6 2.517 2.523 .013 .013 1.667 H1-1 b* 15 M32 1/4 5 .104 0 7 9.999 0 6 2.517 2.523 .013 .013 1.082 H1-1 b* 16 M33 1/4 5 .105 0 7 9.999 0 6 2.516 2.523 .013 .013 1.035 H1-1 b* 17 M34 1/4 5 .109 0 7 1.372 0 8 2.517 2.523 .013 .013 1.013 H1-1b* 18 M35 1/4 5 .109 0 7 9.999 0 6 2.517 2.523 .013 .013 1.014 H1-1 b* 19 M36 1/4 5 .108 0 7 9.999 0 6 2.517 2.523 .013 .013 1.034 H1-1b* 20 M37 1/4 5 .112 0 7 9.999 0 6 2.517 2.523 .013 .013 1.076 H1-1b* 21 M38 1/4 5 .106 0 7 9.999 0 6 2.517 2.523 .013 .013 1.667 H1-1b* 22 M74 1/4 5 .111 0 8 9.999 0 2 2.522 2.523 .013 .013 1.667 H1-1b* 23 M75 1/4 5 .149 0 8 9.999 0 2 2.522 2.523 .013 .013 1.06 H1-1 b* 24 M76 1/4 5 .125 0 8 9.999 0 2 2.522 2.523 .013 .013 1.026 H1-1V 25 M77 1/4 5 .123 0 1 9.999 0 2 2.522 2.523 .013 .013 1.089 H1-1 b* 26 M78 1/4 5 .115 0 1 9.999 0 2 2.522 2.523 .013 .013 1.053 H1-1 b* 27 M79 1/4 5 .108 0 7 9.999 0 2 2.522 2.523 .013 .013 2.177 H1-1 b* 28 M80 1/4 5 .103 0 7 9.999 0 2 2.522 2.523 .013 .013 1.063 H1-1b* 29 M81 1/4 5 .102 0 7 9.999 0 2 2.522 2.523 .013 .013 1.22 H1-1 b* 30 M82 1/4 5 .103 0 7 9.999 0 2 2.522 2.523 .013 .013 1.04 H1-1 b* 31 M83 1/4 5 .109 0 7 9.999 0 2 2.522 2.523 .013 .013 1.085 H1-1b* 32 M84 1/4 5 .117 0 7 9.999 0 2 2.522 2.523 .013 .013 1.19 H1-1 b* 33 M85 1/4 5 .126 0 7 9.999 0 2 2.522 2.523 .013 .013 1.097 H1-1b* 34 M86 1/4 5 .138 0 7 9.999 0 2 2.522 2.523 .013 .013 2.169 H1-1b* 35 M87 1/4 5 .121 0 7 9.999 0 2 2.522 2.523 .013 .013 1.174 H1-1 b* 36 M88 1/4 5 .210 0 7 9.999 0 2 2.522 2.523 .013 .013 1.237 H1-1a* 37 M89 1/4 5 .166 0 7 9.999 0 2 2.522 2.523 .013 .013 1.667 H1-1 b* 38 M90 1/4 5 .109 0 1 9.999 0 2 2.522 2.523 .013 .013 1.667 H1-1b* 39 M91 1/4 5 .131 0 1 9.999 0 2 2.522 2.523 .013 .013 1.11 H1-1 b* 40 M92 1/4 5 .105 0 1 9.999 0 2 2.522 2.523 .013 .013 1.037 H1-1 b* 41 M93 1/4 5 .109 0 1 9.999 0 2 2.522 2.523 .013 .013 1.135 H1-1b* 42 M94 1/4 5 .107 0 1 9.999 0 2 2.522 2.523 .013 .013 1.002 H1-1b* RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 14 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 15FT x 20FT x 12FT SINGLE FULL CANTI Tf\ Envelope AISC 15th(360-16):ASD Steel Code Checks (Continued) Member Shape Code...Loc ft LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 43 M95 1/45 .101 0 1 9.999 0 2 2.522 2.523 .013 .013 1.082 H1-1 b* 44 M96 1/45 .097 0 7 9.999 0 2 2.522 2.523 .013 .013 1.02 H1-1 b* 45 M97 1/4 5 .100 0 7 9.999 0 2 2.522 2.523 .013 .013 1.09 H1-1b* 46 M98 1/45 .099 0 7 9.999 0 2 2.522 2.523 .013 .013 1.082 H1-1 b* 47 M99 1/45 .110 0 7 9.999 0 2 2.522 2.523 .013 .013 1.144 H1-1 b* 48 M 100 1/45 .116 0 7 9.999 0 2 2.522 2.523 .013 .013 2.239 H1-1 b* 49 M 101 1/45 .127 0 7 9.999 0 2 2.522 2.523 .013 .013 1.322 H1-1 b* 50 M 102 1/45 .141 0 7 9.999 0 2 2.522 2.523 .013 .013 1.239 H1-1 b* 51 M 103 1/45 .132 0 7 9.999 0 2 2.522 2.523 .013 .013 1.145 HI-1 b* 52 M104 1/4 5 .219 0 7 9.999 0 2 2.522 2.523 .013 .013 1.113 H1-1a* 53 M105 1/4 5 .172 0 7 9.999 0 2 2.522 2.523 .013 .013 1.667 H1-1b* 54 M106 1/4 5 .115 0 7 9.999 0 2 2.517 2.523 .013 .013 1.667 H1-1b* 55 M107 1/4 5 .107 0 7 9.999 0 2 2.517 2.523 .013 .013 1.177 H1-1b* 56 M108 1/4 5 .103 0 7 9.999 0 2 2.516 2.523 .013 .013 1.053 H1-1b* 57 M109 1/4 5 .106 0 7 9.999 0 2 2.517 2.523 .013 .013 1.025 H1-1b* 58 M110 1/4 5 .100 0 7 3.260 0 2 2.517 2.523 .013 .013 1.025 H1-1b* 59 M111 1/4 5 .108 0 7 9.999 0 2 2.517 2.523 .013 .013 1.051 H1-1b* 60 M112 1/4 5 .104 0 7 9.999 0 2 2.517 2.523 .013 .013 1.162 H1-1b* 61 M113 1/4 5 .114 0 7 9.999 0 2 2.517 2.523 .013 .013 1.667 H1-1b* 62 M115 2.5 GA 11 RD. TUBING .408 .666 7 .260 0 6 24.034 24.177 1.528 1.528 1.398 H1-1 b 63 M116 2.5 GA 11 RD. TUBING .365 0 6 .227 0 6 24.034 24.177 1.528 1.528 1.866 H1-1b 64 M117 2.5 GA 11 RD. TUBING .417 0 6 .274 0 6 24.034 24.177 1.528 1.528 1.667 H1-1 b 65 M118 2.5 GA 11 RD. TUBING .409 .666 7 .214 0 6 24.034 24.177 1.528 1.528 1.427 H1-1 b Material Takeoff Material Size Pieces Len th ft Weigh Weighf K 1 General 2 LINK ARB RIGID 1 8 1.1 0 3 C-ONLY ARB C-ONLY 1 37 4.6 0 4 Total General 45 5.7 0 5 6 Hot Rolled Steel 7 45KSI 2.5 GA 11 RD. TUBING 9 48.2 .1 8 50KSI 1.0x7.0 HRA 4 .6 0 9 50KSI HSS10X10X4 2 25.3 .8 10 50KSI H SS8X6X4 2 30 .6 11 WIREROPE 1/4 5 48 68.2 0 12 Total HR Steel 65 172.3 1.6 13 14 Plate Elements Thickness in Volume dsA3 15 FABRIC .2 272 .2 0 16 Total Plates 272 .2 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\1.0\15x20x12.R3D] Page 15 CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB Code Check ( ) DATE.02ti8f2021 12.05.40 PM No Calc SSS >1.0 .90-1.0 z x APPROVED .50-:75 0-50 1 ?7 72 � 74 72 �1 77 70 7 �� 70 77 . 72 11 72 73 10 '7S •7 1`L 1N 7 7 70 N ^� Member Code Checks Displayed(Enveloped) Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE GENERAL NOTES PROPERTY OF USA SHADE AND FABRIC STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DESIGN LOADS BUILDING CODE CBC 2019(BASED ON IBC 2018) LIVE LOADS 5 PSF 7,8,9,10 SNOW LOAD 5 PSF �J WIND LOADS 115MPH1 /�( USASHADE 3-Sec.Gust,RISK CATEGORY II&EXPOSURE C / I &Febrlc Slructurss EQUIVALENT TO THE NOMINAL WIND SPEEDO 90 MP SPEED1, 115 MPH ACCORDING THE ULTIMATE WIND CCO DING ASCE 7-5 AND IBC MAPS OF ASCE 7-16 IS 2A 2018 EQ 16-33. / y I STRUCTURAL STEEL \ CORPORATE HEADQUARTERS 1:ALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C, / i i \ 2580 ESTERS BLVD.,SUITE 100 UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS PRODUCTS: 1A \ DFW AIRPORT,TX 75261 i i � \\SQUARE AND RECTANGULAR 50,000 PSI YIELD /62,000 PSI TENSILE 800-966-5005 \\'� ROUND PIPE 46,000 PSI YIELD/62,000 PSI TENSILE / / \ \ \ \ CERTIFICATIONS: 2:ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM A500, \ \ IAS CERTIFICATION No:FA-428 TYPICAL MECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS: �\ \ CLARK COUNTY MANUFACTURER ROUND TUBE 45,000 PSI YIELD/48,000 PSI TENSILE 11,12,13,14,15 \\ CERTIFICATION NUMBER(NEVADA):355 3.-ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50. W 6 \ \ CUSTOMER: \ \ CITY OF LAKE 4:ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING \ ELSINORE THE IN-LINE ELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLY \ COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS \ \ 5 PROJECT NAME: MANUFACTURED BY ALLIED TUBE&CONDUIT. \ \ 1a \ TUSCANY HILLS 5.- STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN _ PARK ACCORDANCE WITH A.I.S.C.SPECIFICATIONS. - 16 19 LOCATION: 6:ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST I I LAKE ELSINORE EDITION OF THE AMERICAN WELDING SOCIETY(AWS)D1.1 SPECIFICATIONS.ALL ® 17 WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS I I CA OTHERWISE SHOWN OR NOTED ON DRAWINGS.ALL WELDS SHALL DEVELOP THE PROJECT NUMBER. FULL STRENGTH OF THE WEAKER MEMBER.ALL WELDS SHALL BE MADE USING I �4 7GSGG E70XX.045 WIRE. 'V✓/ 7.-SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD STRUCTURE TYPE: CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS(IF REQUIRED).ALL I SINGLE FULL CANTILEVER FILLET WELDS SHALL BE A MINIMUM OF 3/16"UNLESS OTHERWISE NOTED.FIELD ' I PRODUCT#202-GUST. WELDS SHALL NOT BE ALLOWED. 1 B I I SIZE: 8.-ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A325 TYPE 1 OR A490 15'x 20'x 12'e TYPE 1.ALL NUTS SHALL COMPLY WITH ASTM A563DH,AND WASHERS SHALL I COMPLY WITH ASTM F436. 2B SCALE: AS NOTED 9.-ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT ISOMETRIC VIEW DRAWING SIZE: CONDITION. 20 B 10:ALL STAINLESS STEEL BOLTS/STUDS SHALL COMPLY WITH ASTM F-593,ALLOY 3 4 z GROUP 1 OR 2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2. LU J Y 11:ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT(2.5 TO 3.5 MILS THICK MIN).THIS COAT IS A WEATHER RESISTANT POWDER COATING BASED 3 ON POLYESTER TGIC(MANUFACTURED BY SHERWIN WILLIAMS OR TIGER DRYLAC). o TO ACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPER TREATMENT AND DRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER LU (TGIC)SPECIFICATIONS SHALL BE AS FOLLOWS: o Q PENCIL HARDNESS(ASTM D-3363) LIST OF MATERIALS -HUMIDITY(ASTM D-2247) SOLVENT RESISTANCE(PCI METHOD)-50 DBL RUBS SL.SOFTNES ITEM QTY. DESCRIPTION MATERIAL/DWG SMI PART NO. FABRIC SPECIFICATION STEEL AND BOLTS 1A 1 COLUMN HSS 10.00 X 10.00 X 0.250 DCANT-PIH-101004-199 1: FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET 1B 1 COLUMN HSS 10.00 X 10.00 X 0.250 DCANT-PIH-101004-199 ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE z 2A 1 BEAM(LEFT) HSS 8.00 X 6.00 X 0.250 F6806004-170-219SNL- z MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. O 2B 1 BEAM(RIGHT) HSS 8.00 X 6.00 X 0.250 FB806004-170-219SNR- O a 2:FABRIC SPECIFICATIONS: SOLID COLORS STRIPE COLORS 3 4 RAFTER 2.5 GA 11 RD TUBING 250RAF-F5 o -TEAR STRENGTH WARP 220.4622 LB WARP 182.9836LB 4 4 EXTENSION 2.5 GA 11 RD TUBING EXT-250-100 CODE ANALYSIS 0 y WEFT 462.9707 LB WEFT401.2413LB CONSTRUCTION AREA OCCUPANT LU 5 2 CROSSPIECE 2.5 GA 11 RD TUBING 250CP-F5 BUILDING OCCUPANCY -BURST STRENGTH 37.7098 PSIA 33.0686 PSIA TYPE (SQF) LOAD FADING MINIMUM FADING AFTER 5 YEARS 6 1 RIDGE 2.5 GA 11 RD TUBING RID-250-90 SHADE STRUCTURE LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUS 7 12 03/4"-10NC x 13"HEX HEAD BOLT ASTM A325 GALVANIZED 307984 U V-B 300 N/A EXPOSURE TO THE SUN 15'x 20' 8 12 03/4"-10NC HEX NUT ASTM A563 GALVANIZED 307687 3.-FIRE TEST ON FABRIC:NFPA 701 TEST 2 AND ASTM E 84 9 24 03/4"FLAT WASHER ASTM F436 GALVANIZED 307624 4: 10 12 03/4"SPLIT LOCK WASHER ASTM F436 GALVANIZED 307832 THREAD-PTFE (TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH NOTICE c, w STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION 11 4 03/8"-16NC x 3 1/2"HEX BOLT 18-8 SS 308085 z LU RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH - 1200 DENIER. 12 4 03/8"-16NC HEX NUT 18-8 SS 307688 FABRIC TOP NEEDS TO CHAINSTITCH THREAD-2400 DENIER. BE REMOVED IF SNOW EXCEEDING Eng.By: AL 02/02/21 13 8 03/8"FLAT WASHER 18-8 SS 307646 5 PSF IS ANTICIPATED AIRCRAFT CABLE 14 8 03/8"FLAT WASHER DELRIN(ACETAL) 308077 Design By: MAR 02/02/21 1:WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE 15 4 03/8"SPLIT LOCK WASHER 18-8 SS 117012 FABRIC TOP NEEDS TO Approved By: AL 02/02/21 WITH A BREAKING STRENGTH VALUE OF 7,000 LBS(1/4"DIAMETER). BE REMOVED IF WINDS EXCEEDING 16 2 WASHER PLATE 4 BOLTS ASTM A572 GR 50 PLT-251 115 MPH ARE ANTICIPATED, DRAWING DESCRIPTION: 2: CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE 17 2 WASHER PLATE 2 BOLTS ASTM A572 GR 50 PLT-252 SEE NOTE 1 OF DESIGN LOADS NOTES/LOM PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS FABRIC AND HARDWARE (DESIGNED PURPOSELY UNDERSIZED)REACH A TAUNT APPEARANCE.ANY LONG 18 1 FABRIC CANT 18'-11"x 14'-2" HDPE MESH AREA:268 SQF,WEIGHT:11.5 LBS DWG. TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE 76366-4.0 RE-TIGHTENING VISITS AS REQUIRED. 19 1 85 FT OF 01/4"CABLE GALVANIZED 307604 20 4 0114"CABLE CLAMP GALVANIZED 307633 PAGE 1000 REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE PLAN NORTH PROPERTY OF USA SHADE AND FABRIC (L) X STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN (A) (TYP) PERMISSION. R11/2"EYE NUT 1A 1B FABRIC 1 FOR TRUE NORTH ZIG-ZAG SEE CUSTOMER'S \\ / STITCH FABRIC BEAM[\ SITE PLAN USASHADE CABLE &Fabric Structures FABRIC POCKET \\ // SECTION A-A DETAIL 5 \\ // RS 2580 ESTERS BLVDTE .,SUITTEE 00 3 DFW AIRPORT,TX 75261 — - - -- - - - - - - - - -- - - 800-966-5005 Ga // \\ 91, N CERTIFICATIONS: // \\ MACHINE SWAGED RAFTER TO PLATE 6 a IAS CERTIFICATION No:FA-428 / \ *1/16LERAN ENSION 1/2"THK CERTIFIC COUNTY ATION NUMBER MANUFACTURER 355 / \\\ ANCE) / \ 6CUSTOMER: FABRIC OCITY OF LAKE ELSINORE 3/8"GUSSET iv PROJECT NAME: PLATE BEAM TUSCANY HILLS APARK TOP VIEW ---- 3/16 LOCATION: 11CUP CONNECTOR2.197 GA 12 RD.TUBING LAKE ELSINORE SUPPORT PLATE 3116 PJP CA (WELDED TO BEAM) PROJECT NUMBER. 3/16 TABLE OF DIMENSIONS COLUMN 76366 ITEMS (L) (W) (W1 ) (A) (H) (C) (R) (HT) 8, , ,7910 VIEW B.B SECTION C-C STRUCTURE TYPE: 20'-0" 15'-0" 7'-11" 5'-10" 12'-0" 13'-6" 3'-9" 15'-9" SINGLE FULL CANTILEVER PRODUCT#202-CUST. (W) SIZE: 15'x20'x12'e SCALE: AS NOTED 91./ \ DRAWING SIZE: B / \ I PLATE 6" v 3/8"THK 4 w 47 to O a = 5 - U a 3 N LU U I I oQ N ❑ O FOR FOOTING AND PLATE 3/8"THK MOUNTING DETAILS REFER TO PAGE 3000 FINISHED FINISHED ITEM 16 SURFACE SURFACE 1A 1B 1B Z COLUMN 0 FRONT ELEVATION SIDE ELEVATION ITEM 17 0 VIEW D-D U 0 U O w U D ITEMS Af 7,8,9,10 ---- MACHINE SWAGED EXTENSION TO RAFTER B COLUMN > FIT SNUGLY INSIDE CROSSPIECEk Z(±1/16"TOLERANCE, ION / FABRICEng.By: AL 02/02/21 RIDGE 6' STEELCABLE RAFTER Design By: MAR 02/02/21 CABLEMACHINE SWAGED TERMINATION / N 3/16 DRAWINGApproved BDESCR DESCRIPTION: 02/02/21 CROSSPIECE TO END"B" _ MACHINE SWAGED FIT SNUGLY INSIDE RIDGERAFTER TO FIT SNUGLY ITEM 16 (±1/16"TOLERANCE) 1/8 INSIDE EXTENSION PLATE VIEWS AND DETAILS CLAMPS BEAM FABRIC PIN (2 EACH SIDE) (±1/16"TOLERANCE 2 PL.) BEAM 1"THK —_ _ CROSSPIECE DWG. CABLE TERMINATION 76366-4.0 END"A" ` COLUMN ITEM 17 PAGE 31/2" 2000 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE REINFORCED CONCRETE NOTES PLAN NORTH PROPERTY OF USA SHADE AND IC STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301 AND BUILDING CODE ACI 318. CONCRETE SPECIFICATIONS,SHALL BE AS FOLLOWS: -28 DAY STRENGTH:2500 PSI FOR TRUE NORTH -SLUMP: 3-5 SEE CUSTOMER'S -PORTLAND CEMENT SHALL CONFORM TO C-150 AGGREGATE SHALL CONFORM TO ASTM C-33 SITE PLAN USASHADE &Fabric Structures 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60;AND SHALL )( BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI (TYP) SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301,ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE. 3:ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE)SHALL COMPLY / CORPORATE HEADQUARTERS WITH ASTM F-1554 GRADE 55(GALVANIZED). VERTICAL \\ REBAR 9#8 2580 ESTERS BLVD.,SUITE 100 4: DFW AIRPORT,TX 75261 ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH _ _ 800-966-5005 OF 5000 PSI,AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109,ASTM C939,ASTM C1090,ASTM C1107,WHEN APPLICABLE. r �I CERTIFICATIONS: 5:SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2,CLASS:5 3, 02'-0" IAS CERTIFICATION No:FA-428 SPIRAL#4 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER(NEVADA):355 CUSTOMER: TOP VIEW CITY OF LAKE ELSINORE PROJECT NAME: TUSCANY HILLS PARK COLUMN LOCATION: LAKE ELSINORE CA PROJECT NUMBER. 76366 STRUCTURE TYPE: SINGLE FULL CANTILEVER PRODUCT#202-CUST. FINISHED TOC PROVIDE TAPER SIZE: X 20'-0" SURFACE STD SLOPE(1:12) 15'x 20'x 12'e SCALE: AS NOTED (NP) /�/�/\ DRAWING SIZE: �M_ C- 0.000 TOC- 0.000 — — z _ _ _ _ — 1-1/2EXTRATURNS Z zLU v — = TOP&BOTTOM J LU OF SPIRAL Y / 1900 ❑ U Q U mo _ C/) l M LULU M ❑ c N O Q I I � I i � I O ❑ O O O_ Z a z 1n o F- J co 0 wit v a U O w w ❑ 1-1/2 EXTRA TURNS CANTILEVER TOP&BOTTOM PROJECTION _ OF SPIRAL 3"(MIN, TYP,UN) 2'_6" v > z LU Eng.By: AL 02/02/21 FOUNDATION LOCATION LAYOUT FOOTING TYPE 02'-6"X 8'-0" SD Design By: MAR 02/02/21 (ELEVATIONS ARE IN FEET) (PIH-EMBEDDED) (FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS) USE FOR NON-CONSTRAINED CASES Approved By: AL 02/02/21 DRAWING DESCRIPTION: FOOTING DETAILS DWG. 76366-4.0 PAGE 3000 REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS E APPROVED 0 V USASHADE & Fabric Structures Ln 0 0 rn 0 0 STRUCTURAL CALCULATIONS N PROJECT: TUSCANY HILLS PARK x LOCATION: LAKE ELSINORE, CA L 0 Q L_ Q STRUCTURE: 12 ft X 20 ft X 12 ft SINGLE FULL CANTILEVER HIP UNIT LL (APPLIES FOR 12 ft x 18 ft x 12 ft SINGLE FULL CANTILEVER HIP UNIT) 0 0 v Ul m \� vi L v vi w 0 00 Ln N vi L 1 V ll L L-J_. X W W Q LA Q Ln February 4, 2021 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB INDEX DATE. SSS APPROVED GENERAL INFORMATION ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-31)ANALYSIS GRAPHIC INPUT: Isometric/ Projected views Member and Node Numbers Basic Load Conditions (selected) TEXT REPORT: Global Information Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases (BLC) Summary Load Combination (LC) Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB GENERAL INFORMATION DATE. 555 APPROVED USA Shade Units are constructed from shop-welded Structural Hollow Steel Shapes Sections and Plate Materials. Primary pieces such as Columns, Rafters or Ridges are field bolt connected unless noted otherwise. Once the steel frame is properly erected one or more pieces of HDPE fabric are stretched using sleeve-embedded wirerope cables until the fabric reach a rigid appearance and is securely anchored to the corners and/or edges of the steel frame. The structural analysis of this type of frame supported membrane requires acknowledge that loads applied to the fabric may induce a combination of non- uniform pressure against the HSS members and tension on the cables.This is especially critical when loads such as wind uplift act upon the fabric surface when the attachment is at the steel frame corners (see graphic below). Our Structural analysis approach is to create a web of compression-only members (low or no resistance to tension) linking fabric plate elements to the steel frame at various points through the model. This will provide a more realistic loading mechanism with forces acting on different directions on the steel frame. Figure la. Figure 1b. Corner details show an example of a typical case when the fabric deflects under live load (pressing downward on the rafters on Figure 1a)or uplift wind(Figure 1b). Uplift forces are carried to the frame corner as tension on the cables rather than an otherwise assumed upward uniform load applied to the rafters. CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB PARAMETERS AND ASSUMPTIONS: DATE. 1) CODE COMPLIANCE: CBC 201g ( based on IBC 55 &AISC 36o-16 ASD 15TH Edition. OVED z) DESIGN SOFTWARE: Risa3D 17.0 3) BASIC LOAD CONDITIONS: A) Dead Load (DL): Selfweight is calculated by the program. B) Roof Live Load (RLL): 5 psf applied to the fabric. C) Snow Load: 5 psf applied to the fabric. D) Wind Load: Basic wind speed (V): 115 MPH based on the ASCE 7-16 basic wind speed map 26.5-1B for 3 sec gust, Risk Category I I & Exposure C. Refer to next page for detailed Wind Forces calculation. E) Seismic Load: Seismic Design Category: D Building Risk Category : Type II Site Class: D Seismic Risk Category: II Spectral response coefficients: SDS = 1.33 &SD1 = 1 (based on worst case conditions of z.og and 1.og for Ss and S1 respectively) Response Modification Coeff: (Cantilevered Column special frame) (Ra=z 1/2) Seismic Response coefficient(CS): 0.53 Structure DL(see take-off report): goo Ibs Design Base Shear: V= Cs (W) = 477 Ibs Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. 4) LOAD COMBINATIONS: DL+ LL o.6 DL+WL(UPLIFT) o.6 DL+o.6 WL(XA) DL+0.75[ ILL+o.6 WL(XA) ] o.6 DL+o.6 WL(ZA) DL+0.75[ ILL+o.6 WL(ZA) ] o.6 DL+o.6 WL(XB) DL+0.75[ ILL+o.6 WL(XB) ] o.6 DL+o.6 WL(ZB) DL+0.75[ ILL+0.6 WL(ZB) ] 5) SOILS PARAMETERS: Per section 18o6 and assuming Material Classification Number 5: a)Vertical Foundation Pressure: 1,500 psf b) Lateral Bearing Pressure: 100 psf(zx Allowed by 18o6.3.4) c)A skin friction of 250 PSF is assumed based on section 1810.3.3.1.4 CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB WIND FORCE CALCULATION: DATE. 555 Per I BC 2018 section 16o9.1.1 , Wind loads on every building or strLAgPa lLtD determined in accordance with Chapter 26 through 30 of ASCE 7-16. Per ASCE 7-16 Chapter 27.3.2 (Directional Procedure): p = ghXGXCN qh = 0.00256 x KZ x KZt x Kd x Ke x VZ KZ = 0.85 KZt= (1 + K, xKZxK3 )Z K, = 0.00 KZ = 1.00 K3 = 1.00 KZt= (1 + 0.00)z= 1.00 Kd = 0.85 Ke = 1.00 V fabric on= 115 MPH [FABRIC ON] Per IBC 2018 Eq 16-33,the AS Wind Load is\/o.6*V= 89 MPH qZ= 0.00256 x 0.85 x 1.00 x 1.00 x 0.85 x 115 Z = 24.46 PSF[FABRIC ON] G = 0.85 From Figure 27.3-5: Clear wind flow, Roof Angle 0=22.5°, Wind direction y=oo,18o° Load Case A CNW = 1.1 Load Case A CNL = 0.1 Load Case B CNW = -0.1 Load Case B CNL = -0.8 Load Case A p = 24.46 x 0.85 x 1.1 = 22.9 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x 0.1 = 2.08 PSF 115 MPH LEEWARD (FABRIC ON) Load Case B p = 24.46 x 0.85 x (-0.1) _ -2.1 PSF 115 MPH WINDWARD(FABRIC ON) p = 24.46 x 0.85 x(-0.8) _ -17 PSF 115 MPH LEEWARD (FABRIC ON) Worst Case F= 24.46 x o.85 x 1.1 x Af= 22.9 PSF x Tributary Vertical Projected Area Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is 477 Ibs total. CITY OF LAKE ELSINORE BUILDING DIVISION DRILLED PIER FOOTING DESIGN PERMIT#BLDG 2021-0356 BAB PM i.o Non-Constrained Case DATE. �555 05.41 APPROVED Computation of Cast in Place Concrete Footing according to IBC 2018 Table 18o6.2 Vertical Lateral Foundation Bearing Class of Materials Pressure(psf) Ibs/ft'/ft 1.Massive crystalline bedrock 12000 1200 z.Sedimentary and foliated rock 4000 400 3.Sandy gravel and/or gravel(GW and GP) 3000 zoo 4.Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 5.Clay,sandy clay,silty clay,and clayey silt Double this value is (CL,ML,MH,and CH) 1500 100 allowed section 18o6.3.4 Type of soil to use: 5 1500 zoo M07.3.2.1 Nonconstrained Case The following formula may be used in determining the depth of embedment required to resist lateral loads where NO constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Design Reactions,Worst Case(refer to envelope joint reactions) Max Moment= 8784 lb-ft Max Shear(P)= 250 lb,applied lateral force Max Axial= 1313 lb Max Uplift= -766 lb Then: b= z diameter of round post or footing or diagonal dimension of square post or footing,feet d= 5.7 depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure (change until it matches formula obtained value) h= 35.1 distance in ft from ground surface to point of application of"P",calculated as Max Moment/Max Shear=8784/250 S, = 380.0 allowable lateral soil-bearing pressure as set forth in Table 18o6.2 based on a depth of one third the depth of embedment A= 0.77 and: Match at: 5.8 ft a= 8.o ft Axial Loading Check: Area of footing= 3.1 ft Z Minimum Vertical Reinforcing Steel: Volume of Footing= 25.1 ft 3 As min= 4.52 in' Weight= 3644.3 Ibs #bar= 8 Max Axial Load = 1313.0 Ibs lQty= 6 Total vertical Load= 4957.3 Ibs ASR= 250.0 psf ASR=Allowable Shaft Resistance Section 18w.3.3.1.4(max 500 psf) Friction Resistance= 9424.8 Ibs Excluding upper two feet Actual Load= -4467.5 Ibs Actual Pressure= -1422.1 psf =OK is less than allowable Pier Weight+Friction= 4356.35 Ibs Using a safety factor Of 3 Max Uplift= 766.00 Ibs Actual Lift Force= -3590.35 psf =OK is less than allowable Use a footing with 2.0 ft. Diameter and a minimum of 8.0 ft. Deep CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. S z x AP D Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB �Y z x DATE. 12.05.42 PM APPROVED Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB 05.42 PM TY Imo' X DATE. 555. ��!! APPROVED Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB Tx I- Z DATE. 5552021 . APPROVED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. 5 8y, z x 1 �a �111 82M8r.�8O'��s 0NQ6 rp 8 rp• • rd� 33 Qs � e e ss �3ti M3 e� s a 9 v 12 Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB 004ksf DATE. f Z X -000ksf f f f f -.0 f f f f f _.p f f f f f f f -.00 f 0 f f f 5 f f f .006RO& 0 -.0 5 f f 0 k 5 f . 0 f 0 k 5 f -.00814W p k 0 k 5 k p k f f -.005k690 0 5 0 k 05 -.00 k k p 0 5 0 .005 - -.005 0 7477 05 s 05 05 51 Loads:BLC 2,ILL Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. t Ids„ 05.43 PM Z X -.0211 � -.0 f -Q f f ksf -.02 - ksf _ sf - ksf sf - ksf ksf ksf _.02-3U ksf - ksf ksf k ksf ksf ksf f - ksf sf -.023144? ksf ksf - ksf sf - ksf - ksf ksf ksf ksf ksf -.023ks�2 - ksf - ksf ksf ksf _ - ksf - k - ksf - ksf ksf ksf ksf ksf ksf <sf ksf ksf .01 k/ft - ksf ksf ksf ksf ksf - ksf„ ksf ksf ksf ksf sf ksf 2ksf k ksf 2ksf ksf 2ksf 2ksf 2ksf 2ksf Loads:BLC 3,WIND XA Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB . o DATE. € <s SS I9�G�ksf Z X AP sf ffl�fsf sf sf sf sf sf sf (ROMsf 423nksf 023ksf i i i f 0 .0 -fp fp 0 0 f f A 10 ap f f0 f0 OQ.Op� p Atp �� �f f0 f p -.0 -.00 0 f -.00 p � .00 f -.00 Q -.00 f .00 -.002 Loads:BLC 4,WIND ZA Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SS Z X AP k/ft . 1 17ksf .0 .0 .0 .0 .0 .002 .00 . 0 .002 .002 02k .002k 02k 7 02k 02k .002k 02k 02k k . 02k 02k .002ks 002k 02k .002ks k 2 02k 2 002ks 02k 02ks As 2 02ks 2k 2ks 2k Loads:BLC 5,WIND XB Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. S Z X AP 1 .01. f f f f sf sf sf s 002k f sf s s sf sT sf .01k/ft s s s s s s s sf s 002k ' sT s s s s s s sf s 002k s s s s s sf 02k s s s sf s 02k s 002 02 002ksf Loads:BLC 6,WIND ZB Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB DATE. SS z x AP .0 0 .00 •0 .00 •0 .009 .0 0 .0 009 0 .009 .009 .00 .009k pg p 0 .009k .009k .009 009k 09k 09 .009k 09 .009k 09k .009ks .009k 09k 09k .009ks .009k 09k 09 0 0 . 09k 09k k 0 .009ks 0 09k 09 .0 .0 009ks 09k k .00 00 09ks 09k .00 00 + 09ks 9ks .00 .009 g 091ks .009 . g 9ks .009 009 9 Loads:BLC 7,UPLIFT Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI TI, (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (in A2) 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% 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) 12 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane Xz Static Solver Standard Skyline Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 15th(360-16):ASD Adjust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 10OF Concrete Code ACI 318-14 Masonry Code None Aluminum Code None- Building Stainless Steel Code Al SC 14th(360-10):ASD Adjust Stiffness? Yes(Iterative) Number of Shear Regions 4 Region Spacing Increment(in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR_SET_ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\5.0\12x20x12 FULL CANTI IBC 2019.R31D] Page 1 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ (Global) Model Settings, Continued Seismic Code None Seismic Base Elevation (ft) Not Entered Add Base Weight? No Ct X .035 Ct Z .035 T X(sec) Not Entered T Z (sec) Not Entered R X 2.5 R Z 2.5 Footing Overturning Safety Factor 1.5 Optimize for OTM/Sliding No Check Concrete Bearing No Footing Concrete Weight (k/ftA3) .145 Footing Concrete f'c (ksi) 2.5 Footing Concrete Ec ksi 2850 Lambda 1 Footing Steel fy(ksi) 60 Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #5 Footing Top Bar Cover (in) 3 Footing Bottom Bar #5 Footing Bottom Bar Cover(in) 3 Pedestal Bar #8 Pedestal Bar Cover (in) 3 Pedestal Ties #4 Hot Rolled Steel Properties Label E si G ksi Nu Therm \1E..Den sit k/ft... Yield ksi Ry Fu si Rt 1 50KSI 29000 11154 .3 .65 .49 50 1.1 58 1.2 2 45KSI 29000 11154 .3 .65 .49 45 1.3 58 1.1 3 W I REROPE 12000 .3 .65 0 86 1.1 58 1.2 General Material Properties Label E [ksi] G [ksil Nu Therm \1E5 F Densit k/ftA3 1 LINK 1 e+6 .3 .65 0 2 FABRIC 1500 .5 .65 0 .002 3 C-ONLY 10 .3 .65 0 4 STEEL 29000 11154 .3 .65 .49 Joint Coordinates and Temperatures Label X Ift] Y Ift] Z ft Tern P[F1 Detach From Dia .. 1 N1 12 12 .289 0 2 N2 0.3336 12 .289 0 3 N3 0.3336 12 19.699 0 4 N4 12 12 19.699 0 5 N5 0.3336 12 0 0 RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 2 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 6 N6 12 12 0 0 7 N7 0 12 0 0 8 N8 0 0 0 0 9 N9 0.3336 12 20 0 10 N10 12 12 20 0 11 N11 0 12 20 0 12 N12 0 0 20 0 13 N 13 0 12.648 0 0 14 N 14 0 12.648 20 0 15 N29 0.3336 12 .138 0 16 N30 12 12 .138 0 17 N31 0.3336 12 19.861 0 18 N32 12 12 19.861 0 19 N33 6.1668 14.513 3.939 0 20 N34 6.1668 14.513 16.049 0 21 N35 12 12.666 .289 0 22 N36 0.3336 12.666 .289 0 23 N37 0.3336 12.666 19.699 0 24 N 38 12 12.666 19.699 0 25 N39 6.1668 14.513 14.548 0 26 N40 6.1668 14.513 13.047 0 27 N41 6.1668 14.513 11.444 0 28 N42 6.1668 14.513 9.943 0 29 N43 6.1668 14.513 8.442 0 30 N44 6.1668 14.513 6.901 0 31 N45 6.1668 14.513 5.42 0 32 N46 6.8952 14.282 3.483 0 33 N47 7.626 14.051 3.026 0 34 N48 8.3544 13.82 2.57 0 35 N49 9.084 13.59 2.114 0 36 N50 9.8124 13.359 1.658 0 37 N51 10.542 13.127 1.201 0 38 N52 11.2716 12.897 .745 0 39 N53 6.8952 14.282 16.505 0 40 N 54 7.6248 14.052 16.961 0 41 N55 8.3532 13.821 17.417 0 42 N56 9.0828 13.59 17.874 0 43 N 57 9.8124 13.359 18.33 0 44 N58 10.5408 13.128 18.786 0 45 N59 11.2692 12.897 19.242 0 46 N60 1.2024 13.066 3.021 0 47 N61 1.3008 13.098 5.3 0 48 N62 1.3608 13.117 7.641 0 49 N63 1.3812 13.123 9.943 0 50 N64 1.3608 13.117 12.245 0 51 N65 1.3008 13.098 14.648 0 52 N66 1.2024 13.066 16.947 0 53 N67 1.8768 13.28 3.365 0 54 N68 1.938 13.299 5.53 0 55 N69 1.9752 13.311 7.756 0 56 N70 1.9872 13.315 9.943 0 57 N71 1.9752 13.311 12.13 0 RISA-3D Version 17.0.0 [LA...\..A..\01_Structural Ana1ysis\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 3 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 58 N72 1.938 13.299 14.417 0 59 N73 1.8768 13.28 16.602 0 60 N74 2.5704 13.5 3.708 0 61 N75 2.6064 13.511 5.76 0 62 N76 2.628 13.518 7.871 0 63 N77 2.6352 13.52 9.943 0 64 N 78 2.628 13.518 12.015 0 65 N79 2.6064 13.511 14.188 0 66 N80 2.5704 13.5 16.259 0 67 N81 3.2796 13.724 4.051 0 68 N 82 3.3012 13.731 5.988 0 69 N83 3.3144 13.735 7.986 0 70 N84 3.318 13.736 9.943 0 71 N 85 3.3144 13.735 11.901 0 72 N86 3.3012 13.731 13.959 0 73 N87 3.2796 13.724 15.917 0 74 N88 3.9792 13.946 4.393 0 75 N89 3.9792 13.946 6.217 0 76 N90 3.9792 13.946 8.1 0 77 N91 3.9792 13.946 9.943 0 78 N92 3.9792 13.946 11.786 0 79 N93 3.9792 13.946 13.731 0 80 N94 3.9792 13.946 15.574 0 81 N95 4.7088 14.176 4.735 0 82 N96 4.7088 14.176 6.445 0 83 N97 4.7088 14.176 8.214 0 84 N98 4.7088 14.176 9.943 0 85 N99 4.7088 14.176 11.672 0 86 N 100 4.7088 14.176 13.503 0 87 N 101 4.7088 14.176 15.232 0 88 N 102 5.4372 14.407 5.078 0 89 N 103 5.4372 14.407 6.673 0 90 N 104 5.4372 14.407 8.328 0 91 N 105 5.4372 14.407 9.943 0 92 N 106 5.4372 14.407 11.558 0 93 N 107 5.4372 14.407 13.275 0 94 N 108 5.4372 14.407 14.89 0 95 N 109 5.4384 14.282 3.483 0 96 N 110 4.7076 14.051 3.026 0 97 N 111 3.9792 13.82 2.57 0 98 N 112 3.2508 13.59 2.114 0 99 N 113 2.5212 13.359 1.658 0 100 N 114 1.7916 13.127 1.201 0 101 N 115 1.062 12.897 .745 0 102 N 116 5.4384 14.282 16.505 0 103 N 117 4.7088 14.052 16.961 0 104 N 118 3.9804 13.821 17.417 0 105 N 119 3.2508 13.59 17.874 0 106 N 120 2.5212 13.359 18.33 0 107 N 121 1.7928 13.128 18.786 0 108 N 122 1.0644 12.897 19.242 0 109 N 123 1.0632 13.022 19.242 0 RISA-3D Version 17.0.0 [LA...\..A..\01_Structural Ana1ysis\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 4 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 110 N 124 1.7916 13.056 19.175 0 111 N 125 2.5212 13.085 19.118 0 112 N 126 3.2508 13.109 19.072 0 113 N 127 3.9792 13.127 19.036 0 114 N 128 4.7088 13.14 19.01 0 115 N 129 5.4372 13.148 18.995 0 116 N 130 6.1668 13.15 18.989 0 117 N 131 6.8964 13.148 18.995 0 118 N 132 7.6248 13.14 19.01 0 119 N 133 8.3544 13.127 19.036 0 120 N 134 9.084 13.109 19.072 0 121 N 135 9.8124 13.085 19.118 0 122 N 136 10.542 13.056 19.175 0 123 N 137 1.7916 13.253 18.786 0 124 N 138 2.5212 13.275 18.742 0 125 N 139 3.2508 13.294 18.706 0 126 N 140 3.9792 13.308 18.678 0 127 N 141 4.7088 13.318 18.658 0 128 N 142 5.4372 13.324 18.646 0 129 N 143 6.1668 13.326 18.642 0 130 N 144 6.8964 13.324 18.646 0 131 N 145 7.6248 13.318 18.658 0 132 N 146 8.3544 13.308 18.678 0 133 N 147 9.084 13.294 18.706 0 134 N 148 9.8124 13.275 18.742 0 135 N 149 2.5212 13.484 18.33 0 136 N 150 3.2508 13.497 18.304 0 137 N 151 3.9792 13.507 18.284 0 138 N 152 4.7088 13.515 18.269 0 139 N 153 5.4372 13.519 18.261 0 140 N 154 6.1668 13.52 18.258 0 141 N 155 6.8964 13.519 18.261 0 142 N 156 7.6248 13.515 18.269 0 143 N 157 8.3544 13.507 18.284 0 144 N 158 9.084 13.497 18.304 0 145 N 159 3.2508 13.715 17.874 0 146 N 160 3.9792 13.715 17.874 0 147 N 161 4.7088 13.715 17.874 0 148 N 162 5.4372 13.715 17.874 0 149 N 163 6.1668 13.715 17.874 0 150 N 164 6.8964 13.715 17.874 0 151 N 165 7.6248 13.715 17.874 0 152 N 166 8.3544 13.715 17.874 0 153 N 167 3.9792 13.946 17.417 0 154 N 168 4.7088 13.946 17.417 0 155 N 169 5.4372 13.946 17.417 0 156 N 170 6.1668 13.946 17.417 0 157 N 171 6.8964 13.946 17.417 0 158 N 172 7.6248 13.946 17.417 0 159 N 173 4.7088 14.176 16.961 0 160 N 174 5.4372 14.176 16.961 0 161 N 175 6.1668 14.176 16.961 0 RISA-3D Version 17.0.0 [LA...\..A..\01_Structural Ana1ysis\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 5 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 162 N 176 6.8964 14.176 16.961 0 163 N 177 5.4372 14.407 16.505 0 164 N 178 6.1668 14.407 16.505 0 165 N 179 11.2716 12.843 19.596 0 166 N 180 10.542 12.888 19.508 0 167 N 181 9.8124 12.926 19.433 0 168 N 182 9.084 12.956 19.372 0 169 N 183 8.3544 12.98 19.325 0 170 N 184 7.6248 12.997 19.292 0 171 N 185 6.8964 13.007 19.272 0 172 N 186 6.1668 13.011 19.265 0 173 N 187 5.4372 13.007 19.272 0 174 N 188 4.7088 12.997 19.292 0 175 N 189 3.9792 12.98 19.325 0 176 N 190 3.2508 12.956 19.372 0 177 N 191 2.5212 12.926 19.433 0 178 N 192 1.7916 12.888 19.508 0 179 N 193 1.0632 12.843 19.596 0 180 N 194 0.3336 12.791 19.699 0 181 N 195 0.5712 12.867 17.296 0 182 N 196 0.7428 12.921 14.884 0 183 N 197 0.8448 12.953 12.364 0 184 N 198 0.8784 12.964 9.943 0 185 N 199 0.8448 12.953 7.522 0 186 N200 0.7428 12.921 5.064 0 187 N201 0.5712 12.867 2.672 0 188 N202 11.2716 12.843 .391 0 189 N203 10.542 12.888 .48 0 190 N204 9.8124 12.926 .554 0 191 N205 9.084 12.956 .615 0 192 N206 8.3544 12.98 .662 0 193 N207 7.6248 12.997 .696 0 194 N208 6.8964 13.007 .716 0 195 N209 6.1668 13.011 .723 0 196 N210 5.4372 13.007 .716 0 197 N211 4.7088 12.997 .696 0 198 N212 3.9792 12.98 .662 0 199 N213 3.2508 12.956 .615 0 200 N214 2.5212 12.926 .554 0 201 N215 1.7916 12.888 .48 0 202 N216 0.3336 12.791 .289 0 203 N217 1.0632 12.843 .391 0 204 N218 10.542 13.056 .812 0 205 N219 9.8124 13.085 .869 0 206 N220 9.084 13.109 .916 0 207 N221 8.3544 13.127 .952 0 208 N222 7.6248 13.14 .978 0 209 N223 6.8964 13.148 .993 0 210 N224 6.1668 13.15 .998 0 211 N225 5.4372 13.148 .993 0 212 N226 4.7088 13.14 .978 0 213 N227 3.9792 13.127 .952 0 RISA-3D Version 17.0.0 [LA...\..A..\01_Structural Ana1ysis\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 6 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 214 N228 3.2508 13.109 .916 0 215 N229 2.5212 13.085 .869 0 216 N230 1.0632 13.022 .745 0 217 N231 1.7916 13.056 .812 0 218 N232 9.8124 13.275 1.246 0 219 N233 9.084 13.294 1.282 0 220 N234 8.3544 13.308 1.31 0 221 N235 7.6248 13.318 1.33 0 222 N 236 6.8964 13.324 1.342 0 223 N237 6.1668 13.326 1.346 0 224 N238 5.4372 13.324 1.342 0 225 N239 4.7088 13.318 1.33 0 226 N240 3.9792 13.308 1.31 0 227 N241 3.2508 13.294 1.282 0 228 N242 1.7916 13.253 1.201 0 229 N243 2.5212 13.275 1.246 0 230 N244 9.084 13.497 1.684 0 231 N245 8.3544 13.507 1.704 0 232 N246 7.6248 13.515 1.718 0 233 N247 6.8964 13.519 1.727 0 234 N248 6.1668 13.52 1.73 0 235 N249 5.4372 13.519 1.727 0 236 N250 4.7088 13.515 1.718 0 237 N251 3.9792 13.507 1.704 0 238 N252 2.5212 13.484 1.658 0 239 N253 3.2508 13.497 1.684 0 240 N254 8.3544 13.715 2.114 0 241 N255 7.6248 13.715 2.114 0 242 N256 6.8964 13.715 2.114 0 243 N257 6.1668 13.715 2.114 0 244 N258 5.4372 13.715 2.114 0 245 N259 4.7088 13.715 2.114 0 246 N260 3.2508 13.715 2.114 0 247 N261 3.9792 13.715 2.114 0 248 N262 7.6248 13.946 2.57 0 249 N263 6.8964 13.946 2.57 0 250 N264 6.1668 13.946 2.57 0 251 N265 5.4372 13.946 2.57 0 252 N266 3.9792 13.946 2.57 0 253 N267 4.7088 13.946 2.57 0 254 N268 6.8964 14.176 3.026 0 255 N269 6.1668 14.176 3.026 0 256 N270 4.7088 14.176 3.026 0 257 N271 5.4372 14.176 3.026 0 258 N272 5.4372 14.407 3.483 0 259 N273 6.1668 14.407 3.483 0 260 N274 12 12.791 19.699 0 261 N275 11.7624 12.867 17.296 0 262 N276 11.592 12.921 14.884 0 263 N277 11.4888 12.953 12.364 0 264 N278 11.4552 12.964 9.943 0 265 N279 11.4888 12.953 7.522 0 RISA-3D Version 17.0.0 [LA...\..A..\01_Structural Ana1ysis\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 7 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 ''�I�� Designer dhe PM Job Number DATE. 555. ec e y. A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 266 N280 11.592 12.921 5.064 0 267 N281 12 12.791 .289 0 268 N282 11.7624 12.867 2.672 0 269 N283 11.2716 13.022 19.242 0 270 N284 11.1324 13.066 16.947 0 271 N285 11.0328 13.098 14.648 0 272 N286 10.9728 13.117 12.245 0 273 N287 10.9524 13.123 9.943 0 274 N288 10.9728 13.117 7.641 0 275 N289 11.0328 13.098 5.3 0 276 N290 11.2716 13.022 .745 0 277 N291 11.1324 13.066 3.021 0 278 N292 10.542 13.253 18.786 0 279 N293 10.4568 13.28 16.602 0 280 N294 10.3956 13.299 14.417 0 281 N295 10.3584 13.311 12.13 0 282 N296 10.3464 13.315 9.943 0 283 N297 10.3584 13.311 7.756 0 284 N298 10.3956 13.299 5.53 0 285 N299 10.542 13.253 1.201 0 286 N300 10.4568 13.28 3.365 0 287 N301 9.8124 13.484 18.33 0 288 N302 9.7632 13.5 16.259 0 289 N303 9.7272 13.511 14.188 0 290 N304 9.7068 13.518 12.015 0 291 N305 9.6996 13.52 9.943 0 292 N306 9.7068 13.518 7.871 0 293 N307 9.7272 13.511 5.76 0 294 N308 9.8124 13.484 1.658 0 295 N309 9.7632 13.5 3.708 0 296 N310 9.084 13.715 17.874 0 297 N311 9.054 13.724 15.917 0 298 N312 9.0324 13.731 13.959 0 299 N313 9.0192 13.735 11.901 0 300 N314 9.0156 13.736 9.943 0 301 N315 9.0192 13.735 7.986 0 302 N316 9.0324 13.731 5.988 0 303 N317 9.084 13.715 2.114 0 304 N318 9.054 13.724 4.051 0 305 N319 8.3544 13.946 17.417 0 306 N320 8.3544 13.946 15.574 0 307 N321 8.3544 13.946 13.731 0 308 N322 8.3544 13.946 11.786 0 309 N323 8.3544 13.946 9.943 0 310 N324 8.3544 13.946 8.1 0 311 N325 8.3544 13.946 6.217 0 312 N326 8.3544 13.946 2.57 0 313 N327 8.3544 13.946 4.393 0 314 N328 7.6248 14.176 16.961 0 315 N329 7.6248 14.176 15.232 0 316 N330 7.6248 14.176 13.503 0 317 N331 7.6248 14.176 11.672 0 RISA-3D Version 17.0.0 [LA...\..A..\01_Structural Ana1ysis\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 8 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI 'Cr \ Joint Coordinates and Temperatures (Continued) Label X ft Y ft Z ft Tern F Detach From Dia .. 318 N332 7.6248 14.176 9.943 0 319 N333 7.6248 14.176 8.214 0 320 N334 7.6248 14.176 6.445 0 321 N335 7.6248 14.176 3.026 0 322 N336 7.6248 14.176 4.735 0 323 N337 6.8964 14.407 16.505 0 324 N338 6.1668 14.638 16.049 0 325 N339 6.8964 14.407 14.89 0 326 N340 6.1668 14.638 14.548 0 327 N341 6.8964 14.407 13.275 0 328 N342 6.1668 14.638 13.047 0 329 N343 6.8964 14.407 11.558 0 330 N344 6.1668 14.638 11.444 0 331 N345 6.8964 14.407 9.943 0 332 N346 6.1668 14.638 9.943 0 333 N347 6.8964 14.407 8.328 0 334 N348 6.1668 14.638 8.442 0 335 N349 6.8964 14.407 6.673 0 336 N350 6.1668 14.638 6.901 0 337 N351 6.8964 14.407 3.483 0 338 N352 6.8964 14.407 5.078 0 339 N353 6.1668 14.638 5.42 0 340 N354 6.1668 14.638 3.939 0 Member Primary Data Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 1 1 M1 N7 N6 BEAMS Beam Tube 50KSI Typical 2 M2 N13 N8 COLUMNS Column Tube 50KSI Typical 3 M3 N11 N10 BEAMS Beam Tube 50KSI Typical 4 M4 N14 N12 COLUMNS Column Tube 50KSI Typical 5 M13 N30 N6 RIGID None None LINK TRUSS-R... 6 M14 N29 N5 RIGID None None LINK TRUSS-R... 7 M15 N9 N31 RIGID None None LINK TRUSS-R... 8 M16 N10 N32 RIGID None None LINK TRUSS-R... 9 M17 N32 N4 PLATES Beam None 50KSI Typical 10 M18 N31 N3 PLATES Beam None 50KSI Typical 11 M19 N29 N2 PLATES Beam None 50KSI Typical 12 M20 N30 N1 PLATES Beam None 50KSI Typical 13 M21 N36 N33 EXTENSION/RIDGE Beam Pie 45KSI Typical 14 M22 N35 N33 EXTENSION/RIDGE Beam Pie 45KSI Typical 15 M23 N37 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 16 M24 N38 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 17 M25 N33 N34 EXTENSION/RIDGE Beam Pie 45KSI Typical 18 M26 N35 N281 RIGID None None LINK TRUSS-R... 19 M27 N33 N354 C-ONLY None None C-ONLY TRUSS-R... 20 M28 N34 N338 C-ONLY None None C-ONLY TRUSS-R... 21 M29 N38 N274 RIGID None None LINK TRUSS-R... 22 M30 N36 N216 RIGID None None LINK TRUSS-R... 23 M31 N274 N275 CABLES Beam None WIREROPE Typical 24 M32 N275 N276 CABLES Beam None WIREROPE Typical RISA-31D Version 17.0.0 [L:\...\...\...\01 Structural Analysis\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 9 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 25 M33 N276 N277 CABLES Beam None WIREROPE Typical 26 M34 N277 N278 CABLES Beam None WIREROPE Typical 27 M35 N278 N279 CABLES Beam None WIREROPE Typical 28 M36 N279 N280 CABLES Beam None WIREROPE TVpical 29 M37 N280 N282 CABLES Beam None WIREROPE Typical 30 M38 N282 N281 CABLES Beam None WIREROPE Typical 31 M39 N39 N340 C-ONLY None None C-ONLY TRUSS-R... 32 M40 N40 N342 C-ONLY None None C-ONLY TRUSS-R... 33 M41 N41 N344 C-ONLY None None C-ONLY TRUSS-R... 34 M42 N42 N346 C-ONLY None None C-ONLY TRUSS-R... 35 M43 N43 N348 C-ONLY None None C-ONLY TRUSS-R... 36 M44 N44 N350 C-ONLY None None C-ONLY TRUSS-R... 37 M45 N45 N353 C-ONLY None None C-ONLY TRUSS-R... 38 M46 N46 N351 C-ONLY None None C-ONLY TRUSS-R... 39 M47 N47 N335 C-ONLY None None C-ONLY TRUSS-R... 40 M48 N48 N326 C-ONLY None None C-ONLY TRUSS-R... 41 M49 N49 N317 C-ONLY None None C-ONLY TRUSS-R... 42 M50 N50 N308 C-ONLY None None C-ONLY TRUSS-R... 43 M51 N51 N299 C-ONLY None None C-ONLY TRUSS-R... 44 M52 N52 N290 C-ONLY None None C-ONLY TRUSS-R... 45 M53 N53 N337 C-ONLY None None C-ONLY TRUSS-R... 46 M54 N54 N328 C-ONLY None None C-ONLY TRUSS-R... 47 M55 N55 N319 C-ONLY None None C-ONLY TRUSS-R... 48 M56 N56 N310 C-ONLY None None C-ONLY TRUSS-R... 49 M57 N57 N301 C-ONLY None None C-ONLY TRUSS-R... 50 M58 N58 N292 C-ONLY None None C-ONLY TRUSS-R... 51 M59 N59 N283 C-ONLY None None C-ONLY TRUSS-R... 52 M60 N109 N272 C-ONLY None None C-ONLY TRUSS-R... 53 M61 N110 N270 C-ONLY None None C-ONLY TRUSS-R... 54 M62 N111 N266 C-ONLY None None C-ONLY TRUSS-R... 55 M63 N112 N260 C-ONLY None None C-ONLY TRUSS-R... 56 M64 N113 N252 C-ONLY None None C-ONLY TRUSS-R... 57 M65 N114 N242 C-ONLY None None C-ONLY TRUSS-R... 58 M66 N115 N230 C-ONLY None None C-ONLY TRUSS-R... 59 M67 N116 N177 C-ONLY None None C-ONLY TRUSS-R... 60 M68 N117 N173 C-ONLY None None C-ONLY TRUSS-R... 61 M69 N118 N167 C-ONLY None None C-ONLY TRUSS-R... 62 M70 N119 N159 C-ONLY None None C-ONLY TRUSS-R... 63 M71 N120 N149 C-ONLY None None C-ONLY TRUSS-R... 64 M72 N121 N137 C-ONLY None None C-ONLY TRUSS-R... 65 M73 N122 N123 C-ONLY None None C-ONLY TRUSS-R... 66 M74 N281 N202 CABLES Beam None WIREROPE Typical 67 M75 N202 N203 CABLES Beam None WIREROPE TVpical 68 M76 N203 N204 CABLES Beam None WIREROPE Typical 69 M77 N204 N205 CABLES Beam None WIREROPE Typical 70 M78 N205 N206 CABLES Beam None WIREROPE T ical 71 M79 N206 N207 CABLES Beam None WIREROPE Tvpical 72 M80 N207 N208 CABLES Beam None WIREROPE Typical 73 M81 N208 N209 CABLES Beam None WIREROPE Typical 74 M82 N209 N210 CABLES Beam None WIREROPE Typical 75 M83 N210 N211 CABLES Beam None WIREROPE Typical 76 M84 N211 N212 CABLES Beam None WIREROPE Typical RISA-3D Version 17.0.0 [TA...\...\...\...\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 10 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ Member Primary Data (Continued) Label I Joint J Joint K...R... Section/Shape Type Des i n Li... Material Des i n R... 77 M85 N212 N213 CABLES Beam None WIREROPE Typical 78 M86 N213 N214 CABLES Beam None WIREROPE Typical 79 M87 N214 N215 CABLES Beam None WIREROPE Typical 80 M88 N215 N217 CABLES Beam None WIREROPE TVpical 81 M89 N217 N216 CABLES Beam None WIREROPE Typical 82 M90 N274 N179 CABLES Beam None WIREROPE Typical 83 M91 N179 N180 CABLES Beam None WIREROPE Typical 84 M92 N180 N181 CABLES Beam None WIREROPE T ical 85 M93 N181 N182 CABLES Beam None WIREROPE Typical 86 M94 N182 N183 CABLES Beam None WIREROPE Typical 87 M95 N183 N184 CABLES Beam None WIREROPE Typical 88 M96 N184 N185 CABLES Beam None WIREROPE Typical 89 M97 N185 N186 CABLES Beam None WIREROPE Typical 90 M98 N186 N187 CABLES Beam None WIREROPE Typical 91 M99 N187 N188 CABLES Beam None WIREROPE Typical 92 M100 N188 N189 CABLES Beam None WIREROPE Typical 93 M101 N189 N190 CABLES Beam None WIREROPE Typical 94 M102 N190 N191 CABLES Beam None WIREROPE Typical 95 M103 N191 N192 CABLES Beam None WIREROPE TVpical 96 M104 N192 N193 CABLES Beam None WIREROPE Typical 97 M105 N193 N194 CABLES Beam None WIREROPE TVpical 98 M106 N194 N195 CABLES Beam None WIREROPE Typical 99 M107 N195 N196 CABLES Beam None WIREROPE Typical 100 M108 N196 N197 CABLES Beam None WIREROPE Typical 101 M109 N197 N198 CABLES Beam None WIREROPE Typical 102 M110 N198 N199 CABLES Beam None WIREROPE Typical 103 M111 N199 N200 CABLES Beam None WIREROPE Typical 104 M112 N200 N201 CABLES Beam None WIREROPE Typical 105 M113 N201 N216 CABLES Beam None WIREROPE Typical 106 M114 N37 N194 RIGID None None LINK TRUSS-R... 107 M115 N3 N37 RAFTERS Column Pie 45KSI Typical 108 M116 N4 N38 RAFTERS Column Pie 45KSI Typical 109 M117 N1 N35 RAFTERS Column Pie 45KSI Typical 110 M118 N2 N36 RAFTERS Column Pie 45KSI Typical Hot Rolled Steel Section Sets Label Shape Type Design... Material Design...A i... IyV[in4l Izz rin4l J in4 1 COLUMNS HSS5X5X4 Column Tube 50KSI Typical 4.3 16 16 25.8 2 EXTENSION/RIDGE 2.5 GA 11 RD. TUBING Beam Pie 45KSI Typical .897 .637 .637 1.274 3 CABLES 1/4 1 Beam None WIREROPE Typical .049 1 1 1 4 RAFTERS 2.5 GA 11 RD. TUBING Column Pie 45KSI Typical .897 .637 .637 1.274 5 PLATES 1.0x7.0 HRA B Beam None 50KSI Typical 15 250 250 2.123 6 BEAMS HSS5X5X4 Beam Tube 50KSI Typical 4.3 16 16 25.8 General Section Sets Label Shape Type Material A[in2l Iyy[in4l Izz in4 J in4 1 RIGID ARB RIGID 11 None I LINK 1 1 1 e+6 I 1 e+6 1 e+6 2 C-ONLY RB_C-ONLY None C-ONLY .1 1 .1 RISA-3D Version 17.0.0 [LA...\...\...\...\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 11 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM k Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ Joint Boundary Conditions Joint Label X /in Y[k/in] Z Win X Rot. k-ft/rad Y Rot. k-ft/ra Z Rot. k-fUrad 1 N8 Reaction Reaction Reaction Reaction Reaction Reaction 2 N12 Reaction Reaction Reaction Reaction Reaction Reaction Basic Load Cases BLC Description Cateqory X Gravity Y Gravity Z Gravity Joint Point Distributed Area Me... Surface P... 1 DL DL -1 48 2 LL 272 3 WIND XA WL 2 128 4 WIND ZA WL 2 144 5 WIND XB WL 2 128 6 WIND ZB WL 2 144 7 UPLIFT WL 272 Load Combinations Description S...P...S...B...Fa...BLC Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 DL + LL Yes C 1 1 2 1 2 0.6DL + 0.6WL XA C 1 .6 3 .6 3 0.6DL + 0.6WL (ZA) Yes C 1 .6 4 .6 4 0.6DL + 0.6WL XB C 1 .6 5 .6 5 0.6DL + 0.6WL ZBYes 1 .6 6 .6 6 0.6 DL+ WL UPLIFTYes C 1 .6 7 1 7 DL +0.75 [ILL+0.6 WL(XA) ]Yes C 1 1 2 .75 3 .45 8 DL +0.75 [ILL+0.6WL(ZA) ] esC 1 1 2 .75 4 .45 9 DL +0.75 [ILL+0.6 WL(XB) ]Yes C 1 1 2 .75 5 .45 10 DL +0.75 [ILL+0.6 WL(ZB) ]Yes C 1 1 2 .75 6 .45 Envelope Joint Reactions Joint X LC Y LC Z k LC MX k-ft LC MY[k-ftj LC MZ[k-ftj LC 1 N8 max .196 1 4 1.298 7 .122 10 .919 10 .297 3 8.685 7 2 min -.25 2 -.756 6 -.116 3 -1.07 3 -.226 5 -5.975 6 3 N 12 max .195 4 1.313 7 .123 5 .984 5 .316 3 8.784 7 4 min -.248 2 -.766 6 -.155 8 -1.219 3 -.206 5 -6.039 6 5 Totals: max .391 4 2.611 7 .233 5 6 min -.498 2 -1.522 6 -.269 3 Hot Rolled Steel Design Parameters Label Shape Length... Lb ft Lbzz ft Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 1 M1 BEAMS 12 Lbyy Lateral 2 M2 COLUMNS 12.648 Lbyy Lateral 3 M3 BEAMS 12 Lbyy Lateral 4 M4 COLUMNS 12.648 Lbyy Lateral 5 M17 PLATES .162 Lbyy Lateral 6 M18 PLATES .162 Lbyy Lateral 7 M19 PLATES .151 Lb Lateral 8 M20 PLATES .151 Lbyy Lateral RISA-3D Version 17.0.0 [LA...\..A..\...\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 12 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI 'Cr \ Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lb ft Lbzz[ftl Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 9 M21 EXTENSION/RIDGE 7.125 Lbyy Lateral 10 M22 EXTENSION/RIDGE 7.125 Lbyy Lateral 11 M23 EXTENSION/RIDGE 7.125 Lbyy Lateral 12 M24 EXTENSION/RIDGE 7.125 Lbyy Lateral 13 M25 EXTENSION/RIDGE 12.11 Lbyy Lateral 14 M31 CABLES 2.416 Lbyy Lateral 15 M32 CABLES 2.419 Lbyy Lateral 16 M33 CABLES 2.522 Lbyy Lateral 17 M34 CABLES 2.421 Lbyy Lateral 18 M35 CABLES 2.421 Lbyy Lateral 19 M36 CABLES 2.46 Lbyy Lateral 20 M37 CABLES 2.399 Lbyy Lateral 21 M38 CABLES 2.396 Lbyy Lateral 22 M74 CABLES .737 Lbyy Lateral 23 M75 CABLES .736 Lbyy Lateral 24 M76 CABLES .734 Lbyy Lateral 25 M77 CABLES .732 Lbvv Lateral 26 M78 CABLES .732 Lbyy Lateral 27 M79 CABLES .731 Lbyy Lateral 28 M80 CABLES .729 Lbyy Lateral 29 M81 CABLES .73 Lbyy Lateral 30 M82 CABLES .73 Lbyy Lateral 31 M83 CABLES .729 Lbyy Lateral 32 M84 CABLES .731 Lbyy Lateral 33 M85 CABLES .73 Lbyy Lateral 34 M86 CABLES .733 Lbyy Lateral 35 M87 CABLES .734 Lbyy Lateral 36 M88 CABLES .735 Lbyy Lateral 37 M89 CABLES .739 Lbyy Lateral 38 M90 CABLES .737 Lbyy Lateral 39 M91 CABLES .736 Lbyy Lateral 40 M92 CABLES .734 Lbyy Lateral 41 M93 CABLES .732 Lbyy Lateral 42 M94 CABLES .732 Lbyy Lateral 43 M95 CABLES .731 Lbyy Lateral 44 M96 CABLES .729 Lbyy Lateral 45 M97 CABLES .73 Lbyy Lateral 46 M98 CABLES .73 Lbyy Lateral 47 M99 CABLES .729 Lbyy Lateral 48 M100 CABLES .731 Lbyy Lateral 49 M101 CABLES .73 Lbyy Lateral 50 M102 CABLES .733 Lbyy Lateral 51 M103 CABLES .734 Lbyy Lateral 52 M104 CABLES .735 Lbyy Lateral 53 M105 CABLES .739 Lbvv Lateral 54 M106 CABLES 2.416 Lbyy Lateral 55 M107 CABLES 2.419 Lbvv Lateral 56 M108 CABLES 2.522 Lbyy Lateral 57 M109 CABLES 2.421 Lbyy Lateral 58 M110 CABLES 2.421 Lbyy Lateral 59 M111 CABLES 2.46 Lbyy Lateral 60 M112 CABLES 2.399 Lbyy Lateral RISA-3D Version 17.0.0 [LA...\..A..\...\5.0\12x20x12 FULL CANTI IBC 2019.R3D] Page 13 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI 'Cr \ Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lb ft Lbzz[ftl Lcomp to... Lcomp bo..L-tor... Kyy Kzz Cb Func... 61 1 M113 CABLES 2.396 Lbyy Lateral 62 M115 RAFTERS .666 Lbyy Lateral 63 M116 RAFTERS .666 Lbyy Lateral 64 M117 RAFTERS .666 Lbyy Lateral 65 M118 RAFTERS .666 Lbyy Lateral Envelope RISC 15th(360-16):ASD Steel Code Checks Member Shape Code...Lo c[ftj LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 1 M1 HSS5X5X4 .336 0 7 .066 0 v 17 85.657 128.743 18.987 18.987 1.867 H1-1b 2 M2 HSS5X5X4 .495 12.6... 7 .022 12.6... Z 3 81.872 128.743 18.987 18.987 1.137 H1-1b 3 M3 HSS5X5X4 .341 0 7 .076 0 y 7 85.657 128.743 18.987 18.987 1.933 H1-1b 4 M4 HSS5X5X4 .492 12.6... 7 .024 12.6... Z 3 81.872 128.743 18.987 18.987 1.134 H1-1b 5 M17 1.0x7.0 HRA B .053 0 7 .024 0 8 449.094449.102 30.564 4.366 1.126 H1-1 b 6 M18 1.0x7.0 HRA B .085 0 7 .048 0 y 7 449.094449.102 30.564 4.366 1.114 H1-1 b 7 M19 1.0x7.0 HRA B .089 0 7 .049 0 7 449.095449.102 30.564 4.366 1.103 HI-lb 8 M20 1.0x7.0 HRA B .019 0 6 .026 .151 6 449.095 449.102 30.564 4.366 1.722 H 1-1 b 9 M21 2.5 GA 11 RD. TUBING .465 0 7 .077 0 7 12.278 24.177 1.528 1.528 2.975 H1-1b 10 M22 2.5 GA 11 RD. TUBING .128 7.125 6 .024 7.125 7 12.278 24.177 1.528 1.528 2.276 H1-1 b 11 M23 2.5 GA 11 RD. TUBING .436 0 7 .075 0 7 12.278 24.177 1.528 1.528 2.938 H1-1b 12 M24 2.5 GA 11 RD. TUBING .220 0 7 .050 0 7 12.278 24.177 1.528 1.528 2.83 H1-1 b 13 M25 2.5 GA 11 RD. TUBING .138 6.055 7 .034 12.11 3 4.533 24.177 1.528 1.528 1.204 H1-1V 14 M31 1/41 .097 0 7 9.999 0 6 2.492 2.523 .013 .013 1.667 H1-1b* 15 M32 1/41 .102 0 7 9.999 0 6 2.492 2.523 .013 .013 1.075 H1-1b* 16 M33 1/41 .104 0 7 8.351 0 6 2.489 2.523 .013 .013 1.023 H1-1b* 17 M34 1/41 .112 0 7 2.840 0 6 2.492 2.523 .013 .013 1.013 H1-1b* 18 M35 1/41 .109 0 7 5.280 0 6 2.492 2.523 .013 .013 1.013 H1-1b* 19 M36 1/41 .108 0 7 9.999 0 6 2.491 2.523 .013 .013 1.022 H1-1b* 20 M37 1/41 .109 0 7 9.999 0 6 2.492 2.523 .013 .013 1.069 H1-1b* 21 M38 1/41 .101 0 7 9.999 0 6 2.492 2.523 .013 .013 1.667 H1-1b* 22 M74 1/41 .150 0 8 9.999 0 6 2.52 2.523 .013 .013 1.667 H1-1b* 23 M75 1/41 .203 0 8 9.999 0 2 2.52 2.523 .013 .013 1.017 H1-1 a* 24 M76 1/41 .157 0 8 9.999 0 2 2.52 2.523 .013 .013 1.171 H1-1V 25 M77 1/41 .137 0 1 9.999 0 2 2.52 2.523 .013 .013 1.101 H1-1 b* 26 M78 1/41 .129 0 7 9.999 0 2 2.52 2.523 .013 .013 1.041 H1-1b* 27 M79 1/41 .120 0 7 9.999 0 2 2.52 2.523 .013 .013 1.063 H1-1 b* 28 M80 1/41 .113 0 7 9.999 0 2 2.52 2.523 .013 .013 1.025 H1-1 b* 29 M81 1/41 .113 0 7 9.999 0 2 2.52 2.523 .013 .013 1.046 H1-1 b* 30 M82 1/41 .109 0 7 9.999 0 2 2.52 2.523 .013 .013 1.013 H1-1 b* 31 M83 1/41 .117 0 7 9.999 0 2 2.52 2.523 .013 .013 1.034 H1-1b* 32 M84 1/41 .125 0 7 9.999 0 2 2.52 2.523 .013 .013 1.006 H1-1b* 33 M85 1/41 .138 0 7 9.999 0 2 2.52 2.523 .013 .013 1.014 H1-1b* 34 M86 1/41 .156 0 7 9.999 0 2 2.52 12.523 .013 .013 1.052 H1-1 b* 35 M87 1/41 .175 0 7 9.999 0 2 2.52 2.523 .013 .013 1.065 H1-1 b* 36 M88 1/41 .330 0 7 9.999 0 2 2.52 2.523 .013 .013 1.255 H1-1a* 37 M89 1/41 .249 0 7 9.999 0 2 2.52 2.523 .013 .013 1.667 H1-1 a* 38 M90 1/41 .146 0 1 9.999 0 6 2.52 2.523 .013 .013 1.667 H1-1b* 39 M91 1/41 .185 0 1 9.999 0 2 2.52 2.523 .013 .013 1.237 H1-1 b* 40 M92 1/41 .134 0 1 9.999 0 2 2.52 2.523 .013 .013 1.086 H1-1 b* 41 M93 1/41 .119 0 1 9.999 0 2 2.52 2.523 .013 .013 1.07 H1-1b* 42 M94 1/41 .121 0 7 9.999 0 2 2.52 2.523 .013 .013 1.027 H1-1b* RISA-31D Version 17.0.0 [LA...\...\...\...\5.0\12x20x12 FULL CANTI IBC 2019.R31D] Page 14 CITY OF LAKE ELSINORE BUILDING DIVISION Company USA Shade and Fabric Structures PERMIT#BLDG 2021-0356 4PP6 4. 2021 111RI �� Designer dhe PM Job Number DATE. 555. ec A NEMETSCHEK COMPANY Model Name 12FT x 20T x 12FT SINGLE FULL CANTI Tf\ Envelope AISC 15th(360-16):ASD Steel Code Checks (Continued) Member Shape Code...Loc ft LC Shear...Loc ft DirLC Pnc/o... Pnt/om...Mn /...Mnzz/... Cb E n 43 M95 1/41 .112 0 7 9.999 0 2 2.52 2.523 .013 .013 1.047 H1-1 V 44 M96 1/41 .104 0 7 9.999 0 2 2.52 2.523 .013 .013 1.026 H1-1 b" 45 M97 1/41 .116 0 7 9.999 0 2 2.52 2.523 .013 .013 1.031 H1-1V 46 M98 1/41 .097 0 7 9.999 0 2 2.52 2.523 .013 .013 1.02 H1-1 b* 47 M99 1/41 .123 0 7 9.999 0 2 2.52 2.523 .013 .013 1.018 H1-1 b* 48 M100 1/41 .120 0 7 9.999 0 2 2.52 2.523 .013 .013 1.004 H1-1b* 49 M 101 1/41 .138 0 7 9.999 0 2 2.52 2.523 .013 .013 1.003 H1-1 b* 50 M 102 1/41 .164 0 7 9.999 0 2 2.52 2.523 .013 .013 1.049 H1-1 V 51 M103 1/41 .179 0 7 9.999 0 2 2.52 2.523 .013 .013 1.103 H1-1b* 52 M 104 1/41 .327 0 7 9.999 0 2 2.52 2.523 .013 .013 1.26 H1-1 a* 53 M105 1/41 .253 0 7 9.999 0 2 2.52 2.523 .013 .013 1.667 H1-1a* 54 M106 1/41 .113 0 7 9.999 0 2 2.492 2.523 .013 .013 1.667 H1-1V 55 M107 1/41 .105 0 7 9.999 0 2 2.492 2.523 .013 .013 1.226 H1-1V 56 M108 1/41 .101 0 7 9.999 0 2 2.489 2.523 .013 .013 1.038 H1-1V 57 M109 1/41 .107 0 7 9.964 0 2 2.492 2.523 .013 .013 1.03 H1-1V 58 M110 1/41 .102 0 7 6.186 0 2 2.492 2.523 .013 .013 1.031 H1-1V 59 M 111 1/41 .106 0 7 9.999 0 2 2.491 2.523 .013 .013 1.038 H1-1 V 60 M112 1/41 .102 0 7 9.999 0 2 2.492 2.523 .013 .013 1.22 H1-1b* 61 M113 1/41 .114 0 7 9.999 0 2 2.492 2.523 .013 .013 1.667 H1-1V 62 M115 2.5 GA 11 RD. TUBING .457 .666 7 .179 0 6 24.034 24.177 1.528 1.528 1.026 H1-1 b 63 M116 2.5 GA 11 RD. TUBING .232 .666 7 .174 0 6 24.034 24.177 1.528 1.528 1.275 H1-1b 64 M117 2.5 GA 11 RD. TUBING .201 0 6 .184 0 6 24.034 24.177 1.528 1.528 1.667 H 1-1 b 65 M118 2.5 GA 11 RD. TUBING .485 .666 7 .151 0 6 24.034 24.177 1.528 1.528 1.04 H1-1 b Material Takeoff Material Size Pieces Len th ft Weigh Weighf K 1 General 2 LINK ARB RIGID 1 8 1.1 0 3 C-ONLY ARB C-ONLY 1 37 4.6 0 4 Total General 45 5.7 0 5 6 Hot Rolled Steel 7 45KSI 2.5 GA 11 RD. TUBING 9 43.3 .1 8 50KSI 1.0x7.0 HRA B 4 .6 0 9 50KSl HSS5X5X4 4 49.3 .7 10 WIREROPE 1/41 48 62.3 0 11 Total HR Steel 65 155.5 .9 12 13 Plate Elements Thickness in Volume de3 14 FABRIC .2 272 .1 0 15 Total Plates 272 .1 0 RISA-31D Version 17.0.0 [LA...\...\...\...\5.0\12x20x12 FULL CANTI IBC 2019.R31D] Page 15 CITY OF LAKE ELSINORE BUILDING DIVISION Y PERMIT#BLDG 2021-0356 BAB Code Check ( ) DATE.02ti8f2021 12.05.47 PM No Calc SSS >1.0 .90-1.0 z x APPROVED .50-:75 0-50 2 7> 76 1p �� 74.72 72 7 11 7 7 77 72 • 4 7 • 6 2 Z 10 2 7 2 70 7 q0 2 7 N O 7 .34 7 10 rn v Member Code Checks Displayed(Enveloped) Envelope Only Solution CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC T BE GENERAL NOTES STRUCTURES WITHOUT TTHEIHALL WRIT REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. DESIGN LOADS BUILDING CODE CBC 2019(BASED ON IBC 2018) LIVE LOADS 5 PSF SNOW LOAD 5 PSF WIND LOADS 115 MPH] Aw 3-Sec.Gust,RISK CATEGORY II& USAS HAD E EXPOSURE C &Fabric Structures 1:115 MPH ACCORDING THE ULTIMATE WIND SPEED MAPS OF 15,16,17,18 ASCE 7-16 IS EQUIVALENT TO THE NOMINAL WIND SPEED OF 90 ® 6 MPH ACCORDING ASCE 7-05 AND IBC 2018 EQ 16-33. STRUCTURAL STEEL 26 CORPORATE HEADQUARTERS 2580 ESTERS BLVD,SUITE 100 1:ALL STRUCTURAL SHAPES SHALL BE COLD FORMED HSS ASTM A500 GRADE C, ���� DFW AIRPORT,TX 75261 UNLESS OTHERWISE NOTED, TYPICAL MECHANICAL PROPERTIES FOR HSS Z ;yy 4 800-966-5005 PRODUCTS: 1 SQUARE AND RECTANGULAR 50,000 PSI YIELD /62,000 PSI TENSILE CERTIFICATIONS: \ \ CERTIFICATIONS: ROUND PIPE 46,000 PSI YIELD/ 62,000 PSI TENSILE I I IAS CERTIFICATION No:FA-428 Z= 2:ALL GALVANIZED STEEL TUBE PRODUCTS ARE MANUFACTURED PER ASTM A500, CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER(NEVADA):355 TYPICAL MECHANICAL PROPERTIES ACHIEVED FOR GALVANIZED TUBE PRODUCTS: \ ROUND TUBE 45,000 PSI YIELD/48,000 PSI TENSILE 1B CUSTOMER: 3:ALL PLATES SHALL COMPLY WITH ASTM A572 GRADE 50. \\ 3 CITY OF LAKE ELSINORE 4:ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING \ THE IN-LINE ELECTROPLATING COAT PROCESS. TUBING SHALL BE INTERNALLY 5 PROJECT NAME: COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS 10,11,12,13,14 MANUFACTURED BY ALLIED TUBE&CONDUIT. TUSCANY HILLS FI ----_--_-__-__ 5: STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN PARK II -� o LOCATION: ACCORDANCE WITH A.I.S.C.SPECIFICATIONS. a LAKE ELSINORE 6:ALL SHOP WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST If CA EDITION OF THE AMERICAN WELDING SOCIETY(AWS)D1.1 SPECIFICATIONS.ALL 7 PROJECT NUMBER. WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS.ALL WELDS SHALL DEVELOP THE 76366 FULL STRENGTH OF THE WEAKER MEMBER.ALL WELDS SHALL BE MADE USING 1 I E70XX.045 WIRE. I I II STRUCTURE TYPE: 7: SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED OTHERWISE. FIELD I7 FULL CANTI HIP SINGLE CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS (IF REQUIRED).ALL 8 PRODUCT#202.5 FILLET WELDS SHALL BE A MINIMUM OF 3/16"UNLESS OTHERWISE NOTED.FIELD SIZE: WELDS SHALL NOT BE ALLOWED. g 1A 12'x18'x12'e 8:ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH ASTM A325 TYPE 1 OR A490 TYPE 1.ALL NUTS SHALL COMPLY WITH ASTM A563DH,AND WASHERS SHALL SCALE: AS NOTED COMPLY WITH ASTM F436. DRAWING SIZE: B 9:ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT 2A CONDITION. ❑ O ¢ Z w 10:ALL STAINLESS STEEL BOLTS/STUDS SHALL COMPLY WITH ASTM F-593,ALLOY Y GROUP 1 OR 2 ALL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2. 41 ¢ _ U 11:ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT(2.5 TO 3.5 ISOMETRIC VIEW 3 MILS THICK MIN).THIS COAT IS A WEATHER RESISTANT POWDER COATING BASED ❑ ON POLYESTER TGIC(MANUFACTURED BY SHERWIN WILLIAMS OR TIGER DRYLAC). N W TO ACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPER c ¢ TREATMENT AND DRYING TAKE PLACE BEFORE COATING. POLYESTER POWDER r ❑ 0 (TGIC)SPECIFICATIONS SHALL BE AS FOLLOWS: PENCIL HARDNESS(ASTM D-3363) HUMIDITY(ASTM D-2247) SOLVENT RESISTANCE(PCI METHOD)-50 DBL RUBS SL.SOFTNES LIST OF MATERIALS 0 FABRIC SPECIFICATION ITEM CITY. DESCRIPTION MATERIAL/DWG. SMI PART No. 1A 1 COLUMN 1A HSS 5.00 x 5.00 x 0.25 FCANT-PIH-550-196 z 1: FABRIC SHALL BE A HIGH DENSITY POLYETHYLENE WITH ULTRA VIOLET w O ADDITIVES, WITH MONOFILAMENT AND TAPE CONSTRUCTION GIVING A STABLE 1B 1 COLUMN 1B HSS 5.00 x 5.00 x 0.25 FCANT-PIH-550-196 O a MATERIAL AND RACHEL KNITTED TO ENSURE MATERIAL WILL NOT UNRAVEL IF CUT. 2A 1 BEAM 2A HSS 5.00 x 5.00 x 0.25 FB550-137-219SNR- U G-' U 2B 1 BEAM 2B HSS 5.00 x 5.00 x 0.25 FB550-137-219SNL- 0 w 2:FABRIC SPECIFICATIONS: SOLID COLORS STRIPE COLORS NOTICE ❑ -TEAR STRENGTH WARP 220.4622 LB WARP 182.9836LB 3 4 EXTENSION 2.5 GA 11 RD.TUBING EXT-250-78 Lu y WEFT 462.9707 LB WEFT 401.2413LB 4 1 RIDGE 2.5 GA 11 RD.TUBING RID-250-92 FABRIC TOP NEEDS TO w -BURST STRENGTH 37.7098 PSIA 33.0686 PSIA BE REMOVED IF SNOW EXCEEDING FADING MINIMUM FADING AFTER 5 YEARS 5 4 RAFTER 2.5 GA 11 RD.TUBING 250RAF-F5 5 PSF IS ANTICIPATED w LIFE EXPECTANCY A MINIMUM OF 8 YEARS CONTINUOUS 6 2 CROSSPIECE 2.5 GA 11 RD.TUBING 250CP-F5 EXPOSURE TO THE SUN 7 1 FABRIC CANT 17'-0"x 11'-5" HDPE MESH AREA:194 SQF,WEIGHT:8.6 LBS FABRIC TOP NEEDS TO BE REMOVED IF WINDS EXCEEDING 3:FIRE TEST ON FABRIC:NFPA 701 TEST 2 AND ASTM E 84 8 1 75 FT OF 1/4"STEEL CABLE GALVANIZED STEEL 307604 115 MPH ARE ANTICIPATED, > 9 4 0114"CABLE CLAMP GALVANIZED 307633 SEE NOTE 1 OF DESIGN LOADS z w 4:THREAD-PTFE(TEFLON) USED MEET THE FOLLOWING SPECIFICATIONS: HIGH 10 4 03/8"-16NC x 3 1/2"HEX BOLT 18-8 SS 308085 Eng.By: AL 02/01/21 STRENGTH, LOW SHRINKAGE, WIDE TEMPERATURE RANGE, FLEX & ABRASION RESISTANT AND UV RADIATION IMMUNITY. LOCKSTITCH - 1200 DENIER. 11 4 03/8"-16NC HEX NUT 18-8 SS 307688 Design By: MMB 02/01/21 CHAINSTITCH THREAD-2400 DENIER. 12 8 03/8"FLAT WASHER 18-8 SS 307646 13 8 03/8"FLAT WASHER DELRIN(ACETAL) 308077 Approved By: AL 02/01/21 AIRCRAFT CABLE 14 4 03/8"SPLIT LOCK WASHER 18-8 SS 117012 DRAWING DESCRIPTION: 1: WIRE ROPE CABLE SHALL BE 7x19 STRAND CORE GALVANIZED WIRE ROPE 15 6 03/4"-10NC x 8"HEX HEAD BOLT ASTM A325(GALVANIZED) 308344 CODE ANALYSIS NOTES/LOM WITH A BREAKING STRENGTH VALUE OF 7,000 LBS(1/4"DIAMETER). 16 6 03/4"-10NC HEX NUT ASTM A563(GALVANIZED) 307687 BUILDING OCCUPANCY CONSTRUCTION TYPE AREA(SQF) OCCUPANT LOAD 17 12 03/4"FLAT WASHER ASTM F436(GALVANIZED) 307624 1 DWG. 2: CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE SHADE STRUCTURE IU V-B 216 N/A 76366-5.0 PERIMETER OF THE CANOPY AND TENSIONED UNTIL THE FABRIC PANELS 18 6 03/4"SPLIT LOCK WASHER ASTM F436(GALVANIZED) 307832 12'-O"x 18'-0" (DESIGNED PURPOSELY UNDERSIZED)REACH A TAUNT APPEARANCE.ANY LONG PAGE TERM CABLE SAG SHALL BE MINIMIZED DURING THE MAINTENANCE 1 000 RE-TIGHTENING VISITS AS REQUIRED. REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE (L) PLAN NORTH PROPERTY OF USA SHADE AND FABRIC RAFTER STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN �A) x PERMISSION. (TYP) 6' 9 1B /�1A FOR TRUE NORTH / ,- FABRIC SEE CUSTOMER'S STEEL CABLE // / /) FABRIC c w SITE PLAN / / MACHINE SWAGED RAFTER TO IISASHADE 3/8"GUSSET FIT SNUGLY INSIDE EXTENSION &Fabric Slructurss \ / CABLE TERMINATION / PLATE \\ // r (±1/16"TOLERANCE) END"B" - \ \ / v 3/16 \\\ /// 118 CUP CONNECTOR 2.197 GA 12 RD.TUBING \\ // CLAMPS ITEMS SUPPORT PLATE FABRS RIC PIN (2 EACH SIDE) 10,11,12,13,14 (WELDED TO ITEM 2B) 2580 P 3TERS BLVDRATE O SUITE E00 _ L \I DFW AIRPORT,TX 75261 / CABLE TERMINATION 3/16 800-966-5005 END"A" \\\ CERTIFICATIONS: //// \\\\ DETAIL 2 VIEW A-A IAS CERTIFICATION No:FA-428 / \ CLARK COUNTY MANUFACTURER / \ CERTIFICATION NUMBER(NEVADA):355 CUSTOMER: CITY OF LAKE ELSINORE \ / PROJECT NAME: TABLE OF DIMENSIONS TUSCANY HILLS TOP VIEW (L) (W) (W1 ) (A) (H) (C) (R) (HT) PARK (SCHEMATIC VIEW ONLY) LOCATION: 18'-0" 12'-0" 6'-3" 4'-9" 12'-0" 13'-3" 3'-2" 15'-2" (W) LAKE ELSINORE 4 CA PROJECT NUMBER. ol� ir � 76366 \ STRUCTURE TYPE: FULL CANTI HIP SINGLE PRODUCT#202.5 SIZE: 11 12'x18'x12'e SCALE: AS NOTED DRAWING SIZE: ZIG-ZAG STITCH FABRIC U J U CABLE Q LU J Y 2 FABRIC 4 U POCKET SECTION C-C LU FINISHED SURFACE c FINISHED SURFACE o ❑ \ 1B / 1A 1A \ / FRONT ELEVATION SIDE ELEVATION Z _ o (SCHEMATIC VIEW ONLY) MACHINE SWAGED RAFTER TO (SCHEMATIC VIEW ONLY) FOR FOOTING AND ITEM FIT SNUGLY INSIDE EXTENSION 15,16,17,18 + z MOUNTING DETAIL (_1/16"TOLERANCE) n O REFER TO PAGE 3000 O a 7 114" U W COLUMN FABRIC ®i\ jW 5" OLL LU (V W PLATE n MACHINE SWAGED EXTENSION TO _ !�� 3/16 3/4"THK J FIT SNUGLY INSIDE ITEM CROSSPIECE ARM W (±1/16"TOLERANCE 2 PL.) RAFTER in a, I RIDGE 6" 4 3/4" / EXTENSION 4 MACHINE SWAGED RAFTER TO FIT SNUGLY INSIDE 3116 r 6,, EXTENSIONS I ------ ---------------- --Ib dl r L—— (±1/16"TOLERANCE 2 PL.) — �-o / e ---- ---------- ----- BACK PLATE N g y / x` 31/4" BEAM MACHINE SWAGED 1—I 3/8"THK En B AL 02/01/21 \ / / - Design By: MMB 02/01/21 CROSSPIECE ARM TO / I I BEAM I� FIT SNUGLY INSIDE RIDGE / / (±1/16"TOLERANCE) Approved By: AL 02/01/21 3/16 PLATE 3/4"THK �16 YP DRAWING DESCRIPTION: CROSSPIECE VIEWS AND DETAILS I I I I I I I I I ITEMS 15,16,17,18 DWG. I I COLUMN (3 PL) 76366-5.0 I I I COLUMN PAGE 2000 DETAIL 1 DETAIL 3 DETAIL 4 SECTION B-B REV. NC CITY OF LAKE ELSINORE BUILDING DIVISION PERMIT#BLDG 2021-0356 BAB DATE. SSS THESE PLANS AND SPECIFICATIONS ARE THE REINFORCED CONCRETE NOTES PLAN NORTH PROPERTY OF USA SHADE AND IC STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. 1.-CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301 AND BUILDING CODE ACI 318. CONCRETE SPECIFICATIONS,SHALL BE AS FOLLOWS: -28 DAY STRENGTH:2500 PSI FOR TRUE NORTH -SLUMP: 3-5 SEE CUSTOMER'S -PORTLAND CEMENT SHALL CONFORM TO C-150 AGGREGATE SHALL CONFORM TO ASTM C-33 SITE PLAN USAS HAD E &Fabric Structures 2.-ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A-615 GRADE 60;AND SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI SPECIFICATION FOR STRUCTURAL CONCRETE ACI 301,ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE. 3:ALL ANCHOR BOLTS SET IN NEW CONCRETE (WHEN APPLICABLE)SHALL COMPLY CORPORATE HEADQUARTERS WITH ASTM F-1554 GRADE 55(GALVANIZED). X 2580 ESTERS BLVD,SUITE 100 4:ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH (TYP) DFW AIRPORT,TX 75261 800-966-5005 OF 5000 PSI,AND SHALL COMPLY THE REQUIREMENTS OF ASTM C109,ASTM C939,ASTM C1090,ASTM C1107,WHEN APPLICABLE. VERTICAL REBAR CERTIFICATIONS: 5:SOIL PARAMETERS FOR FOOTING ANALYSIS; TABLE 1806.2,CLASS:5 �j��/ � 6#8 IAS CERTIFICATION No:FA-428 ACLARK COUNTY MANUFACTURER // 11 CERTIFICATION NUMBER(NEVADA):355 CUSTOMER: u CITY OF LAKE ELSINORE SPIRAL#4 PROJECT NAME: TUSCANY HILLS PARK TOP VIEW LOCATION: LAKE ELSINORE CA PROJECT NUMBER. COLUMN 76566 STRUCTURE TYPE: FULL CANTI HIP SINGLE PRODUCT#202.5 SIZE: 12'x18'x12'e SCALE: AS NOTED DRAWING SIZE: B X FINISHED I (TYP) SURFACE TOC PROVIDE TAPER 4 w STD SLOPE(1:12) 18'0" Y U 1oTo 0.000 TOC- 0.000 �__--_ -- 1-1/2EXTRATURNS a= ' Z ___� N ___ TOP&BOTTOM ❑ -- --------------------------------------- 1 --__--� OF SPIRAL W N Ic $ I N ❑ io W I ----_ --� @ o �1 a oLU k I N �W 7 Z Z O O a. o0 of 0 0 � U co O co EL EL w a U) w W J I I w 1-1/2 EXTRA TURNS \ _ TOP&BOTTOM CANTILEVER ____ ___ OF SPIRALt L — Z — — — PROJECTION — — — _ Eng.By: AL 02/01/21 3"(MIN, TYP UN) Design By: MMB 02/01/21 — 2�_t)" Approved By: AL 02/01/21 DRAWING DESCRIPTION: FOUNDATION LOCATION LAYOUT FOOTING TYPE 02'-0"X 8'-0" S D FOOTING DETAILS (ELEVATIONS ARE IN FEET) (PIH-EMBEDDED) DWG. (FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS) USE FOR NON-CONSTRAINED CASES 76366-5.0 PAGE 3000 REV. NC